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Attachment 5 - Trip Generation Analysis and Queueing EvaluationATTACHMENT NO.5 August 31, 2023 Carl Middleton Northgate Gonzalez Real Estate 1201 N. Magnolia Avenue Anaheim, CA 92801 e-mail: carl.middletonknorthgatemarkets.com LLG Reference: 2.22.4635.1 Subject: Revised Trip Generation Analysis and Queuing Evaluation for the proposed Starbucks with Drive -Through at Gonzalez Plaza Anaheim, California Dear Mr. Middleton: Linscott, Law & Greenspan, Engineers (LLG) is pleased to submit this Trip Generation Analysis and Queuing Evaluation for the proposed Starbucks with drive - through (hereinafter referred to as "Project") at Gonzalez Plaza, an existing neighborhood shopping center located east of East Street, west of Briarwood Street, and south of Romneya Drive, in the City of Anaheim. This report was updated to reflect comments provided by the City as part of their 2nd Review as provided on August 19, 2023. The proposed Project includes the construction of a 1,200 square -foot (SF) coffee shop with drive -through located on a 0.71±acre parcel of land on the northern part of the retail center. The Project will be constructed in place of a 5,096 SF retail building now occupied by Solo 98 Cent Store. This letter summarizes the Project traffic characteristics and potential requirement of a focused traffic (LOS) study per the current City of Anaheim Criteria for Preparation of Traffic Impact Studies. We understand that the Trip Generation Analysis will satisfy the City's Non-CEQA Traffic Analysis Requirement, which is required as part of the entitlement/approval process for the proposed Project. Further, in response to City Traffic Engineering comments, an assessment of the Project's added volumes to the Briarwood Street driveway has been prepared. Engineers & Planners Traffic Transportation Parking Linscott, Law & Greenspan, Engineers 2 Executive Circle Suite 250 Irvine, CA 92614 949.825.6175 r 949.825.6173 F uwwv.Ilgengineers.com Pasadena Irvine San Diego Woodland Hills Philip M. Linscott, PE (1924-20001 William A. Law, PE (1921-2019) Jack M. Greenspan, PE IRet.) Paul W. Wilkinson, PE (Ret.) John P. Keating, PE (Ret) David S. Shender, PE John A. Boarman, PE Clare M. Look -Jaeger, PE (Ret.) Richard E. Barretto, PE Keil D. Maberry, PE Kalyan C. Yellapu, PE Dave Roseman, PE Shenker Ramakrishnan, PE An LG2WB Company Founded 1966 Northgate Gonzalez Real Estate August 31, 2023 Page 2 PROJECT LOCATION Gonzalez Plaza is an existing neighborhood shopping center with a total floor area of 26,460 SF that is anchored by Northgate Market and includes a variety of retail/ commercial and restaurant uses. The subject property is a 2.176±acre rectangular - shaped parcel of land located east of East Street, west of Briarwood Street, and south of Romneya Drive, and addressed at 1140 - 1190 N. East Street, in the City of Anaheim. The existing shopping center has two full -access driveways located along East Street, identified as Project Driveways No. 1 and No.2, as well as full access driveways on Romneya Drive and Briarwood Street, referred to as Project Driveways No. 3 and No. 4, respectively. The existing parking supply at Gonzalez Plaza now totals 114 spaces. Figure 1, located at the rear of this letter report, presents a Vicinity Map, which illustrates the general location of Gonzales Plaza and the surrounding street system. Figure 2 is an existing aerial photograph of the Project site within the existing shopping center. PROJECT DESCRIPTION The Project will be located on a 0.71±acre parcel of land on the northern part of the retail center that is currently developed with an existing 5,096 SF retail building, occupied by Solo 98 Cent Store, and surface parking with 45 spaces. The proposed Project includes demolition of the existing retail building and development of a new 1,200 SF coffee shop with drive -through and surface parking with 32 spaces to be operated by Starbucks. Upon completion of the Project, Gonzalez Plaza is proposed to have a total floor area of 22,564 SF and a parking supply of 103 spaces. Visitors to the proposed Starbucks have two (2) options with respect to service: (1) customers can park their vehicle and order at the walk-up window and depart (no outdoor patio area is planned) and (2) customers can access the site primarily from East Street and enter the drive -through lane in a counterclockwise manner. Secondary access to the drive -through lane would be provided via the existing driveway on Briarwood Street Figure 3 presents the proposed Project site plan that highlights the location of the proposed Starbucks within the existing center. As shown on Figure 3, approximately 18 vehicles can be accommodated within the drive -through lane, consisting of 11 vehicles before reaching the order/menu board, and 7 vehicles between the order/menu board and the pick-up window. Primary access to the Project site will continue to be provided via the existing driveways on East Street, with secondary access provided via the existing driveway on NA4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thru at Gonzalez Plaza TS, Anaheim 08-31-2023.doc Northgate Gonzalez Real Estate August 31, 2023 Page 3 Briarwood Street; the existing driveway on Romneya Drive will be closed with the development of the Project. DRIVE -THROUGH LANE QUEUING EVALUATION For this evaluation, existing Starbucks queuing data was used to determine the drive- thru stacking requirements of the proposed Project. As part of a recent queuing study for a similar Project, and to estimate drive-thru queue storage length requirements for proposed Starbucks, queue observations were conducted at the existing Starbucks located at: ■ Harbor & 91 Fwy Store# 23316 (1224 N. Harbor Boulevard, Anaheim) Queuing observations were collected on Wednesday, September 29, 2021, Thursday, September 30, 2021, and Friday, October 1, 2021. The time periods selected for each survey date were 7:00 AM to 9:00 AM, 11:00 AM to 1:00 PM, and 4:00 PM to 7:00 PM. The vehicular queues observed at this site were recorded at 1-minute intervals between; 1) the drive-thru entrance and the order board; and 2) the order board and the pick-up window. The results of the survey are included in Appendix A along with the existing aerial map for existing Starbucks located at 1224 N. Harbor Boulevard. Table 1, attached, presents the drive -through queue observation results for each of the three survey dates, indicating the number of vehicles in queue, and the number of occurrences each queue length was observed. Our evaluation of this data indicates that on average, a queue of 6 vehicles in the drive -through lane can be expected, with an 85th percentile queue of approximately 10 vehicles and a 95m percentile queue of approximately 11 vehicles, and a 100th percentile or maximum queue of 14 vehicles. The 85th queue represents the number of vehicles that can be expected in the drive -through lane during the peak period, and indicates that 85 percent of the drive -through customers will wait in a line no longer than 10 vehicles; 15 percent of the customers will wait in a queue of 11 cars or more. Whereas the 95th queue indicates that 95 percent of the drive -through customers will wait in a line no longer than 11 vehicles; 5 percent of the customers will wait in a queue of 12 cars or more. Please note that the 85th percentile "criteria" is the design standard typically used in the traffic engineering profession. According to Starbucks, drive -through transactions that were generated during the surveys are comparable to pre-Covid conditions, and likely to be greater than before NA4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thru at Gonzalez Plaza TS, Anaheim 08-31-2023 - Copy.doc Northgate Gonzalez Real Estate August 31, 2023 Page 4 since more customers are now choosing to use the drive-thru instead of going inside the cafe. The results of our queuing study indicate that the distance between the proposed entry of the drive -through lane and the Cashier/Product Delivery Booth (window) of the Starbucks cafe is of sufficient length and can accommodate the peak stacking requirements of proposed Starbucks. Figure 4 illustrates where the average queue of 6 vehicles, the 85th percentile queue of 10 vehicles, the 95th percentile queue of 11 vehicles, and the 100th percentile or maximum queue of 14 vehicles would be located within the proposed drive-thru lane for the Project. As shown in Figure 4, the drive -through lane for the proposed Project has a storage capacity of eighteen (18) vehicles without encroaching into the drive aisle. As such, the drive -through lane is expected to fully accommodate the projected Project maximum queue length of fourteen (14) vehicles, with an excess storage capacity to accommodate an additional four (4) vehicles. Therefore, the Project's expected drive - through queue can be accommodated without interfering with internal circulation or causing congestion in the drive aisle. PROJECT TRAFFIC ASSESSMENT PROJECT TRIP GENERATION Traffic generation is expressed in vehicle trip ends, defined as one-way vehicular movements, either entering or exiting the generating land use. Generation factors and/or equations used in this analysis are based on information found in the IIth Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE) [Washington, D.C., 2021]. Table 2, attached, summarizes the trip generation rates used in forecasting the vehicular trips generated by the Existing Land Use and the proposed Project and also presents the proposed Project's forecast peak hour and daily traffic volumes. Given the current retail tenant of the existing retail building and the Project description, the trip generation potential of the Existing Land Use and proposed Project have been estimated using the average trip rates for the following land uses, as shown in the upper half of Table 2: ■ ITE Land Use Code 814: Variety Store ■ ITE Land Use Code 937: Coffee Donut Shop with Drive Through Window Net new Project trips were calculated by subtracting the trip generation of the Existing Land Use from the Project trip generation. N:\4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thru at Gonzalez Plaza TS, Anaheim 08-31-2023 - Copy.doc Northgate Gonzalez Real Estate August 31, 2023 Page 5 For the Existing Land Use, a review of the middle portion of this table indicates that the existing retail use has a trip generation potential of 324 daily trips, with 15 trips (8 inbound, 7 outbound) produced in the AM peak hour and 34 trips (17 inbound, 17 outbound) produced in the PM peak hour on a typical weekday. After applying pass - by reductions, the existing retail use generates a net of 12 daily trips, with 15 trips produced in the AM peak hour and 22 net trips produced in the PM peak hour on a typical weekday. The lower half of Table 2 indicates that the proposed Project is forecast to generate 640 daily trips, with 103 trips (53 inbound, 50 outbound) produced in the AM peak hour and 47 trips (24 inbound, 23 outbound) produced in the PM peak hour on a typical weekday. With the adjustment for pass -by traffic, the proposed Starbucks is forecast to generate 563 net daily trips, with 52 net trips produced in the AM peak hour and 21 net trips produced in the PM peak hour on a typical weekday. Based on common traffic engineering practices, the traffic generated by the Existing Land Use represents a "trip budget" for the Project site, against which the impact of the proposed Project might be compared. As shown in the last row of Table 2, a comparison of the proposed Project's total trip generation to that of the Existing Land Use indicates that the Project will result in 316 more daily trips, 88 more AM peak hour trips and 13 more PM peak hour trips. The net difference in trips results in the Project generating 251 more daily trips, 37 more AM peak hour trips and 1 fewer PM peak hour trip. Given the proposed Project would result in the addition (gross or net) of fewer than 100 peak hour trips during the AM peak hour and PM peak hour, a focused traffic (LOS) study would not be required, subject to confirmation by City staff, based on the requirements outlined in the current City of Anaheim Criteria for Preparation of Traffic Impact Studies. PROJECT TRIP DISTRIBUTION AND ASSIGNMENT Figure 5 illustrates the trip distribution for the proposed Project. The general, directional traffic distribution pattern for the proposed Project, both entering and exiting the project site have been distributed and assigned to the adjacent street system based on the following considerations: ■ location of site access points in relation to the surrounding street system, ■ the site's proximity to major traffic carriers and regional access routes, ■ physical characteristics of the circulation system such as lane channelization and presence of traffic signals that affect travel patterns, NA4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thru at Gonzalez Plaza TS, Anaheim 08-31-2023 - Copy.doc Northgate Gonzalez Real Estate August 31, 2023 Page 6 ingress/egress availability at the site, recognizing that the existing driveway on Romneya Drive will be closed with the Project, and existing driveway utilization as determined based on the collection of weekday AM peak hour and PM peak hour traffic counts. Figures 6 and 7 present the existing AM peak hour and PM peak hour traffic volumes at the Project site's four (4) existing driveways based on traffic counts collected on Thursday, June 15, 2023, by Counts Unlimited, Inc, respectively. Appendix B contains copies of the traffic count sheets for the Project driveways. Figures 8 and 9 present the Project's added vehicle traffic at the site driveways during the AM peak hour and PM peak hour, respectively. The traffic volume assignments presented in Figures 8 and 9 reflect the traffic distribution characteristics shown in Figure 5 and the traffic generation forecast presented in the lower portion of Table 2. EXISTING PLUS PROJECT TRAFFIC VOLUME CONDITIONS The existing plus project traffic conditions have been generated based upon existing conditions and estimated traffic generated from the proposed Project, inclusive the proposed closure of the existing site driveway on Romneya Drive and re -distribution of existing site generated traffic, that is to be completed as a part of the Project development. These forecast traffic conditions have been prepared in response to City staff comments to assess the potential impact of the proposed closure of the Romneya Drive on the operating conditions of the other site driveways, in particular the Briarwood Street driveway. This traffic volume scenario and the driveway level of service (LOS) analyses will identify the potential impact of the Project, if any. Figures 10 and 11 present existing AM and PM peak hour traffic volumes at the site driveways associated with the 5,096 SF retail building that will be removed with implementation of the Project, respectively. Figures 12 and 13 present AM and PM peak hour driveway volumes for the tenant mix that will continue to operate at the site and without traffic generated by the Solo 98+ Store, respectively. For the remaining traffic that uses Romneya Drive access, Figures 14 and 15 identify the "Baseline Traffic Conditions" with the re -distribution of this traffic with the proposed closure of the Romneya Drive access. Figures 16 and 17 present projected AM and PM peak hour traffic volumes at the site driveways with the addition of the trips generated by the proposed Project and closure of the Romneya Drive access, inclusive of re -distribution of existing site generated N:\4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thru at Gonzalez Plaza TS, Anaheim 08-31-2023 - Copy.doc Northgate Gonzalez Real Estate August 31, 2023 Page 7 traffic that now uses the Romneya Drive access ("Baseline plus Project Traffic Conditions"), respectively. PROJECT SITE ACCESS EVALUATION Project Access Level of Service Analysis Table 3 summarizes the intersection operations for the Project Driveways for Existing traffic conditions and Existing Plus Project traffic conditions upon completion of the proposed Project. Review of Table 3 shows that the project driveways all currently operate at LOS D or better. Further, upon completion of the proposed Project, including the closure of Project Driveway No. 3 on Romneya Drive, the Project driveways are forecast to operate at an acceptable LOS during the weekday AM peak hour and PM peak hour in the Existing Plus Project traffic conditions. Relative to Project Driveway No. 4 at Briarwood Street, this existing site driveway is forecast to continue to operate at LOS A with the Project. As such, motorists entering and exiting the Project site will be able to do so comfortably without undue congestion. Appendix C presents the Existing and Existing Plus Project HCM/LOS calculations for the Project Driveways for the AM peak hour and PM peak hour. INTERNAL CIRCULATION The on -site circulation layout of the proposed Project as illustrated in Figure 3 on an overall basis is adequate. A circulation evaluation was performed using the Turning Vehicle Templates, developed by Jack E. Leisch & Associates and AutoTURN for AutoCAD computer software that simulates turning maneuvers for various types of vehicles. The turning templates were utilized to ensure that a trash truck and a small service/delivery truck (SU-30) could properly access and circulate through the Project site. A trash truck and small service/delivery truck (SU-30) turning templates were utilized in this evaluation. Figures 18 and 19 illustrates the turning movements required of a trash truck and a small service/delivery truck (SU-30), respectively. As shown, we have confirmed that the turning radii of are met, as these vehicles can access the site and circulate within the immediate area of the proposed Project as shown in the site plan. CONCLUSIONS The Project's proposed drive -through lane design has the ability to accommodate up to 18 vehicles. Based on the findings above, the proposed Project drive -through lane configuration/queuing storage capacity is adequately design and will be sufficient to accommodate the queuing requirements of Starbucks. Therefore, the expected queues N:\4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thru at Gonzalez Plaza TS, Anaheim 08-31-2023 - Copy.doc Northgate Gonzalez Real Estate August 31, 2023 Page 8 can be accommodated without interfering with internal circulation or causing congestion on the main drive aisle. Based on the information above, the implementation of the proposed Project is forecast to result in 251 more daily trips, 37 more AM peak hour trips and 1 less PM peak hour trip. Given the proposed Project would generate fewer than 100 peak hour trips during the AM peak hour and PM peak hour a focused traffic (LOS) study would not likely be required based on the requirements outlined in the current City of Anaheim Criteria for Preparation of Traffic Impact Studies. In addition, based on the results of this qualitative assessment, which indicate a nominal amount of added project -related volumes to the adjacent street system, it is concluded that no additional traffic analysis would be needed and further yet, the potential impact of the Project would not be significant based on the City's LOS standards and Significant Transportation Impact criteria published in the current City of Anaheim Criteria for Preparation of Traffic Impact Studies. Lastly, an analysis of the site access indicates that, upon completion of the proposed Project, including the closure of Project Driveway No. 3 on Romneya Drive, the Project driveways are forecast to operate at an acceptable LOS during the weekday AM peak hour and PM peak hour in the Existing Plus Project traffic conditions. * * * * * * * * * * We appreciate the opportunity to prepare this letter for the proposed Starbucks at Gonzalez Plaza, Anaheim. Should you have any questions or need additional assistance, please do not hesitate to call me at (949) 825-6175. Sincerely, Linscott, Law & Greenspan, Engineers (o pfaSl ��A E Richard E. Barretto, P.E. Principal W _ -4 9 a W No. 2006 O Cc. Shane S. 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Dr E Romneya Dr E Rornneya Dr D a c x z :u ale EE am Awe o EWsamAve 1 � ,`�1 Ei3alsam Ave r c E Banyan Ave E Foresl Ln a x z Q o E.1Lllanna St m ° = m m N ES.andalwaadAve z � a Raymond �2 Retarding 3 � 0 v 8asln E Qel Mont Ave 3 c ° $ � m m � ^ z w cP c SOURCE: GOOGLE LINSCOTT KEY FIGURE 1 �L, = STARBUCKS SITE GREENSr I�NO SCALE C - = PROJECT SITE VICINITY MAP STARBUCKS AT GONZALEZ PLAZA, ANAHEIM SOURCE: GOOGLE KEY FIGURE 2 �L, = STARBUCKS SITE (tNO SCALE C --J = PROJECT SITE EXISTING AERIAL MAP STARBUCKS AT GONZALEZ PLAZA, ANAHEIM LEGEND: ADA PATH OF TRAVEL —fr _ (E) TRAM SIGNAL LIG �.N _ % �A�N �� t• — �Y\ 3.9 qN EC110NR�S GN }`—, —IM �WwS CrD — �" �--- 1 — -PAD 1 1 1,2od SF 1 Iz- o 1 STORY- HEIGHT - _ y !z�-$----}- ----r _ _ 1 ✓ I— r o 1 vaV ' a ,Lu 0 7 RCEL 1 I q.E.NI N M w �r wi Z a / 6 r ove.mevu IY P bii 90nPD �T- r I � � � � IT f�a4 K O rr, P S., Tm ' ) O' g�r�DtN f\ ` i = — ' r \_ a v°N` :. U ® .y �` ■ ciE F `wAeHIGH alocn �WI�aNCN sock s y �1 =-BRIARW0QD�6T,- EAST STREET SOURCE: MCG ARCHITECTURE LINSCOTT I�NO FIGURE 3 SCALE PROPOSED SITE PLAN STARBUCKS AT GONZALEZ PLAZA, ANAHEIM LEGEND: _ ADA PATH OF TRAVEL • .f " '� (E) TRAFFIC SIGNAL LIGHT 1-� Asi gTREET F,N. i7 EIMr��MEA K. IN lil O }I N - 1 r° °11 ro 1 Ij 1,20d SF "� J-R', Rw o 1 STORY-2 HOGHT In I � fRCEL 1 F I / Eliee IS IN, awcK o oEuo 10° + `e AEoeucmPLOfo w�„ro f 41 +'� - - _"- i 1 AivEwnr nt oen�asloiir hja -�'ocx � IN) n .e xrc $RIARwOOD • _ IN M r f S SOURCE: MCG ARCHITECTURE LINSCOTT KEY FIGURE 4 LAW &= AVERAGE QUEUE (6 VEHICLES) = 85th PERCENTILE QUEUE 10 VEHICLES GREENSPAN I�NO SCALE = 95th PERCENTILE QUEUE (11 VEHICLES PROPOSED DRIVE -THROUGH = MAXIMUM QUEUE (14 VEHICLES) LANE STACKING REQUIREMENTS STARBUCKS AT GONZALEZ PLAZA, ANAHEIM 0 O O \ 0 \ / \ 10 EAST ST ® EAST ST @ o PROJECT DWY NO. 1 PROJECT DWY NO. 2 0 ro O O o ROMNEYA DR \ \ Lo I I ® 5% CLOSED I I Ol 15%J o PROJECT DWY NO. 3 © BRIARWOOD ST Q a ROMNEYA DR PROJECT DWY NO. 4 j O ° O ° O a a a v 0 �1 rn a N Q � I a n N N O O LINSCOTT I FIGURE 5 ® STUDY INTERSECTION a —LAW & = INBOUND PERCENTAGE GREENSPAN I�NO SCALE = OUTBOUND PERCENTAGE = STARBUCKS SITE PROJECT TRAFFIC DISTRIBUTION PATTERN = PROJECT SITE STARBUCKS AT GONZALEZ PLAZA, ANAHEIM U I (tNO SCALE KEY ® = STUDY INTERSECTION STARBUCKS SITE = PROJECT SITE EAST ST PROJECT DWY NO. 1 O/ \ / __ 0 580 91:� -� } r -- L --- PROJECT NO. 3 ROMNEYA DR EAST ST PROJECT DWY NO. 2 00 I 9-4 BRIARWOOD T Q PROJECT DWY NO. 4 FIGURE 6 EXISTING AM PEAK HOUR TRAFFIC VOLUMES STARBUCKS AT GONZALEZ PLAZA, ANAHEIM G) I (tNO SCALE KEY ® = STUDY INTERSECTION STARBUCKS SITE = PROJECT SITE / To \ EAST ST PROJECT DWY NO. 1 O/ \ / 2\ 102 � 3-1 \ 196— \ 36--, PROJECT NO. 3 ROMNEYA DR �o \ o / EAST ST PROJECT DWY NO. 2 / u')0 \ / CV M \ \ 57- } / BRIARWOOD ST Q PROJECT DWY NO. 4 FIGURE 7 EXISTING PM PEAK HOUR TRAFFIC VOLUMES STARBUCKS AT GONZALEZ PLAZA, ANAHEIM wI O I (tNO SCALE KEY ® = STUDY INTERSECTION = STARBUCKS SITE = PROJECT SITE (XX) = PASSBY TRIPS EAST ST PROJECT DWY NO. 1 CLOSED PROJECT DWY NO. 3 ROMNEYA DR EAST ST PROJECT DWY NO. 2 O N_ \ 1 I BRIARWOOD T Q PROJECT DWY NO. 4 FIGURE 8 AM PEAK HOUR PROJECT TRAFFIC VOLUMES STARBUCKS AT GONZALEZ PLAZA, ANAHEIM O I (tNO SCALE KEY ® = STUDY INTERSECTION = STARBUCKS SITE = PROJECT SITE (XX) = PASSBY TRIPS EAST ST PROJECT DWY NO. 1 O/ \ CLOSED PROJECT DWY NO. 3 ROMNEYA DR EAST ST PROJECT DWY NO. 2 / N O \ 1 I 1� O / -- I / BRIARWOOD ST Q PROJECT DWY NO. 4 FIGURE 9 PM PEAK HOUR PROJECT TRAFFIC VOLUMES STARBUCKS AT GONZALEZ PLAZA, ANAHEIM U I (tNO SCALE KEY ® = STUDY INTERSECTION = STARBUCKS SITE = PROJECT SITE (XX) = PASSBY TRIPS 2 � EAST ST PROJECT DWY NO. 1 O/ \ / 0� / 000 0 \ PROJECT NO. 3 ROMNEYA DR o� EAST ST PROJECT DWY NO. 2 O I I L --- BRIARWOOD ST Q PROJECT DWY NO. 4 FIGURE 10 SOLO 98+ STORE AM PEAK HOUR TRAFFIC VOLUMES STARBUCKS AT GONZALEZ PLAZA, ANAHEIM U I (tNO SCALE KEY ® = STUDY INTERSECTION = STARBUCKS SITE = PROJECT SITE (XX) = PASSBY TRIPS 2�1\ EAST ST PROJECT DWY NO. 1 O/ \ / 0\ / 000 O \ 0-1 } \ \2)� PROJECT NO. 3 ROMNEYA DR o --\ EAST ST PROJECT DWY NO. 2 O L --- BRIARWOOD ST Q PROJECT DWY NO. 4 FIGURE 11 SOLO 98+ STORE PM PEAK HOUR TRAFFIC VOLUMES STARBUCKS AT GONZALEZ PLAZA, ANAHEIM U I (tNO SCALE KEY ® = STUDY INTERSECTION STARBUCKS SITE = PROJECT SITE EAST ST PROJECT DWY NO. 1 O/ \ / CD 0\ 580 91�� } r -- L --- PROJECT NO. 3 ROMNEYA DR EAST ST PROJECT DWY NO. 2 / \ 00 BRIARWOOD T Q PROJECT DWY NO. 4 FIGURE 12 EXISTING AM PEAK HOUR TRAFFIC VOLUMES WITHOUT SOLO 98+ STORE STARBUCKS AT GONZALEZ PLAZA, ANAHEIM 3 m U I (tNO SCALE KEY ® = STUDY INTERSECTION STARBUCKS SITE = PROJECT SITE I cp`�� 1� I cpw I EAST ST PROJECT DWY NO. 1 O/ \ 2\ 2� 10 3-1 } r / �\ 1936— Noo / PROJECT NO. 3 ROMNEYA DR o --\ �J / EAST ST PROJECT DWY NO. 2 'l-0 \ / N M \ 56- } / \ 20--� 7 "- / BRIARWOOD T Q PROJECT DWY NO. 4 FIGURE 13 EXISTING PM PEAK HOUR TRAFFIC VOLUMES WITHOUT SOLO 98+ STORE STARBUCKS AT GONZALEZ PLAZA, ANAHEIM u I (tNO SCALE T5 EAST ST PROJECT DWY NO. 1 CLOSED PROJECT DWY NO. 3 ROMNEYA DR KEY ® = STUDY INTERSECTION EAST ST PROJECT DWY NO. 2 00 1 I \ M / BRIARWOOD T Q PROJECT DWY NO. 4 FIGURE 14 = STARBUCKS SITE BASELINE AM PEAK HOUR TRAFFIC = PROJECT SITE VOLUMES WITH ROMNEYA DRIVE ACCESS CLOSURE STARBUCKS AT GONZALEZ PLAZA, ANAHEIM U I (tNO SCALE w6, � 1 d,w I EAST ST PROJECT DWY NO. 1 / CLOSED PROJECT DWY NO. 3 ROMNEYA DR KEY ® = STUDY INTERSECTION o --\ �J / EAST ST PROJECT DWY NO. 2 / u')0 \ 1 I 66- } / \ 20--� 7 "- / BRIARWOOD T Q PROJECT DWY NO. 4 FIGURE 15 = STARBUCKS SITE BASELINE PM PEAK HOUR TRAFFIC = PROJECT SITE VOLUMES WITH ROMNEYA DRIVE ACCESS CLOSURE STARBUCKS AT GONZALEZ PLAZA, ANAHEIM U I (tNO SCALE KEY ® = STUDY INTERSECTION STARBUCKS SITE = PROJECT SITE IT EAST ST PROJECT DWY NO. 1 CLOSED I PROJECT NO. 3 ROMNEYA DR �cl, EAST ST PROJECT DWY NO. 2 / CV 00 \ 5� �o 0 / -- I --- BRIARWOOD ST Q PROJECT DWY NO. 4 FIGURE 16 BASELINE PLUS PROJECT AM PEAK HOUR TRAFFIC VOLUMES STARBUCKS AT GONZALEZ PLAZA, ANAHEIM K 4 u I (tNO SCALE KEY ® = STUDY INTERSECTION STARBUCKS SITE = PROJECT SITE EAST ST PROJECT DWY NO. 1 , CLOSED I PROJECT NO. 3 ROMNEYA DR \ o / EAST ST PROJECT DWY NO. 2 000 \ / M M \ \ ssJ' BRIARWOOD T Q PROJECT DWY NO. 4 FIGURE 17 BASELINE PLUS PROJECT PM PEAK HOUR TRAFFIC VOLUMES STARBUCKS AT GONZALEZ PLAZA, ANAHEIM 3 LINEOF SIG_ SI \\ ` Y (F)SIDEWALKCH a saw— 6 TO CAT MAIN ,..IX,c; NUB ` `\ ,R it •��;�� 1P RKPA 1 � 1 '.: �,TIMATERNYWITH I al•7�e` j 2' DEDICATION a qry, I II 1,20d SF � .� 1STORY-2�HEIGHT l y 1( IE, CATCH 641I1 1 N] •II III ?i / C �� r �.. T:_REMAIN Q I LOADING : 6 DN` <, r, ��-'— �i VAN i 1 W a PARC��"2 w y ,2 . ' 'X , W 33.83 Tnco EE h }a ORDER POINT& Cn t0 -PANEL MEN � ROARC vAN I W o zFo 0 O !° BOARD Y. EV EV EV EV ` ,.` PAWNG OVERHANG 1 1 4.87 17.67 j ' TO BE Wayne Titan T Fr': ED L oil1 '� feet E DIRE .1 b' YBgY - `-(E)DHIVEWAYTO t SIG �G - \ �, �i' TYP. 81 I ` BE CLOSED ULTIMATE RNY WITH Width 8.46 2'DEDICATION - " Track : 8.00 6 (N)3'LIGHBLOCK Lock to Lock Time :6.0 a cL�ARA ,, yi {F�_' ��3 ��•A'._, "a4� },/\ WALL L TO BE) WALE wHFGHTSteeringAngle 45.0 DFMOIISHED. TYP17 ! 1 O P5 u� (E) 9 HIGH BLOCK WALL TO p i P BE REDUCED TO 3 HIGH a' �y� 31 �I 3„�-. _�;•a�¢- - _ - 1 a _ _ �. 25X5 LINE OFSIGHT TRANGLE I _ �(E) SIDEWALK p° N FWAV STRIA GEOF SIGHT — WAL-TGHBLCCK WAR- HIGH BLOCK - � - TRIANGLE WALL TO REMNN WALL Oil � ✓1 ll/� N A Y � ' O SOURCE: MCG ARCHITECTURE INO SCALE FIGURE 18 TRASH TRUCK TURNING MOVEMENT STARBUCKS AT GONZALEZ PLAZA, ANAHEIM 1 N NO SCALE ■■ N O / N Lu . O y IZ ) 30.00 N I SP LMIEN& L 'BOARD � - Lu II W o G 3 Ov PRE -MENU EOAPO 4�s4.00 OVERHANG 20.00 M a ) (E) CUME AY TO e BE CLOSED SU-30 3 % W feet L GIs ?' DEDICATION _ Aaw Width 8.00 (N) 3 HIGH .LOCK WALL' Track 8.00 H (E)WALLTOBE iv DOLSHEU. Typ Lock to Lock Time 6.0 a —IE)8'HIGH BLOCK WALL TD BERM-3-HIGH Steering Angle 31.8 N --LINE-SIGHT TRIANGLE I, !M mil" o LOCK (N) 3' HIGH B'_DCK MNN WALL I Q u SOURCE: MCG ARCHITECTURE FIGURE 19 SU-30 TRUCK TURNING MOVEMENT STARBUCKS AT GONZALEZ PLAZA, ANAHEIM TABLE 1 STARBUCKS DRIVE -THROUGH QUEUE OBSERVATIONS1 STARBUCKS AT GONZALEZ PLAZA, ANAHEIM Queue Length (Vehicles) Queue Frequency of Vehicles Observed at Anaheim Starbucks Located at 1224 N. Harbor Boulevard, Anaheim, CA Day #1 Wednesday September 29, 2021 Day #2 Thursday Se tember 30, 2021 Day #3 Friday October 1, 2021 0 5 8 6 1 23 23 34 2 44 44 67 3 38 65 56 4 41 76 57 5 7 51 49 79 53 20 38 30 19 8 49 15 21 9 38 26 18 12 21 10 5 6 5 0 10 :l 13 ENT 1 0 6 0 0 Total 420 420 420 Average 6 5 5 85th Percentile 9 7 10 951h Percentile 10 9 11 100th Percentile (Max) 13 11 14 Source: Drive-thru queue observations were conducted at Starbucks located at 1224 N. Harbor Boulevard, Anaheim from 7:OOAM to 9:OOAM, 11:OOAM to 1:00PM, and 4:OOPM to 7:OOPM on each of the three survey dates, by AimTD, LLC; Note, the maximum queue length from the pickup window to the order board and from the menu board to the back of the queue. NA4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thru at Gonzalez Plaza TS, Anaheim 08-31-2023 - Copy.doc TABLE 2 PROJECT TRAFFIC GENERATION FORECASTZ STARBUCKS AT GONZALEZ PLAZA, ANAHEIM Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total ITE Land Use Code 2-Way ■ 814: Variety Store (TE/TSF) 63.66 55% 45% 3.04 51 % 49% 6.70 ■ 937: Coffee Donut Shop with Drive Through Window (TE/TSF) 533.57 51 % 49% 85.88 50% 50% 3899 Existing Land Use/Tenant ■ Solo 98+ Store (5,096 SF) 324 8 7 15 17 17 34 Pass -by Reduction3 -12 0 0 0 -6 -6 -12 Existing Land Use Trip Generation 312 8 7 15 11 11 22 Proposed Project ■ Starbucks with Drive -Through Window (1,200 SF) 640 53 50 103 24 23 47 Pass -by Reduction' -77 -26 -25 -51 -13 -13 -26 Proposed Project Trip Generation 563 27 25 52 11 10 21 Gross Change in Project Trip Generation (Total Trips) +316 +45 +43 +88 +7 +6 +13 Net Difference Project Trip Generation (Net Trips) +251 +19 +18 +37 0 -1 -1 Notes: TE/TSF = Trip ends per 1,000 SF of development Source: Trip Generation, I It" Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2021). Source: Trip Generation, 11" Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2021) Pass -by tables. Pass -by reductions for ITE land Use 814: Variety Store was applied as follows: peak hour reduction, 0% AM and 34% PM. Since no daily reduction if available, PM pass -by trips have been applied to the daily value. Source: Trip Generation, 11" Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2021) Pass -by tables. Pass -by reductions for coffee donut shop with drive -through window are not provided therefore rates of ITE Lane Use 934: Fast Food Restaurant with Drive Through was applied as following: peak hour reduction, 50% AM and 55% PM. Since no daily reductions are available a summation of AM and PM pass -by trip reductions have been applied to the daily value. N:\4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thm at Gonzalez Plaza TS, Anaheim 08-31-2023 - Copy.doc TABLE 3 EXISTING PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS STARBUCKS AT GONZALEZ PLAZA, ANAHEIM (2) (3) (6) Existing Baseline (1) (4) Baseline Traffic Traffic Existing Baseline (5) Plus Project Conditions without Conditions with Traffic Solo 98+ Store Romneya Drive Plus Project Significant Plus Conditions Traffic Access Closure Traffic Conditions Impact Improvement Yes/ Time Key Intersection Period HCM LOS HCM LOS HCM LOS HCM LOS Increases No HCM LOS 1 East Street at AM 11.8 s/v B 10.9 s/v B 10.9 s/v B 16.5 s/v C 5.6 s/v No -- Project Driveway No. 1 PM 19.9 s/v C 16.7 s/v C 15.8 s/v C 20.1 s/v C 0.2 s/v No -- -- 2 East Street at AM 17.3 s/v C 17.2 s/v C 17.2 s/v C 17.5 s/v C 0.2 s/v No -- -- Project Driveway No. 2 PM 22.3 s/v C 22.2 s/v C 22.2 s/v C 22.3 s/v C 0.0 S/v No -- -- 3. Project Driveway No. 3 at AM 10.7 s/v B 10.7 s/v B - 6 _ 6 __ Romneya Drive PM 11.6 s/v B 11.5 s/v B --6 _ 6 4 Briarwood Street at AM 8.7 s/v A 8.7 s/v A 8.8 s/v A 8.8 s/v A 0.1 s/v No -- -- Project Driveway No. 4 PM 9.3 s/v A 9.3 s/v A 9.4 s/v A 9.4 s/v A 0.1 S/v No - - Notes: Bold HCM/LOS values indicate adverse service levels based on the City's LOS standards. s/v = seconds per vehicle Increase = Column (4) - Column (1) Existing driveway No. 3 on Romneya Drive is proposed to be closed with the development of the Project. N:\4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\4635 revised Starbuck with Drive-Thm at Gonzalez Plaza TS, Anaheim 08-31-2023 - Copy.doc LINSCOTT, LAW & GREENSPAN, engineers U1.. I 1 IL DRIVE -THROUGH QUEUING STUDY DATA LLG Ref. 2-22-4635-1 Starbucks at Gonzalez Plaza, Anaheim A-1 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 9/29/2021 Wednesday AM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 7:00 AM 2 0 2 7:30 AM 3 3 6 8:00 AM 4 2 6 8:30 AM 2 7 9 7:01AM 2 0 2 7:31AM 2 3 5 8:01AM 2 1 3 8:31AM 3 7 10 7:02 AM 1 1 2 7:32 AM 1 2 3 1 5 8:02 AM 1 1 1 2 8:32 AM 2 1 7 9 7:03 AM 1 0 1 7:33 AM 2 2 4 8:03 AM 1 3 4 8:33 AM 2 6 8 7:04 AM 1 0 1 7:34 AM 1 1 2 8:04 AM 1 4 5 8:34 AM 2 5 7 7:05 AM 1 0 1 7:35 AM 1 3 4 8:05 AM 1 5 6 8:35 AM 2 3 5 7:06 AM 0 1 1 7:36 AM 1 5 6 8:06 AM 3 7 10 8:36 AM 1 4 5 7:07 AM 0 2 2 7:37 AM 1 6 7 8:07 AM 4 6 10 8:37 AM 1 4 5 7:08 AM 1 2 3 7:38 AM 2 6 8 8:08 AM 4 7 11 8:38 AM 3 4 7 7:09 AM 2 2 4 7:39 AM 3 4 7 8:09 AM 4 7 11 8:39 AM 3 2 5 7:10 AM 3 1 4 7:40 AM 1 4 5 8:10 AM 3 8 11 8:40 AM 3 2 5 7:11 AM 2 1 3 7:41 AM 1 5 6 8:11 AM 3 9 12 8:41 AM 1 3 4 7:12 AM 1 1 2 7:42 AM 1 5 6 8:12 AM 1 9 10 8:42 AM 2 3 5 7:13 AM 1 3 4 7:43 AM 1 5 6 8:13 AM 2 10 12 8:43 AM 1 4 5 7:14 AM 1 3 4 7:44 AM 3 6 9 8:14 AM 2 10 12 8:44 AM 2 3 5 7:15 AM 1 3 4 7:45 AM 2 7 9 8:15 AM 1 10 11 8:45 AM 2 4 6 7:16 AM 2 2 4 7:46 AM 3 7 10 8:16 AM 1 10 11 8:46 AM 1 6 7 7:17 AM 1 1 2 7:47 AM 1 7 8 8:17 AM 2 10 12 8:47 AM 3 5 8 7:18 AM 1 2 3 7:48 AM 3 8 11 8:18 AM 3 10 13 8:48 AM 1 4 6 10 7:19 AM 1 2 3 7:49 AM 3 7 10 8:19 AM 3 9 12 8:49 AM 4 4 8 7:20 AM 3 2 5 7:50 AM 1 7 8 8:20 AM 3 8 11 8:50 AM 4 3 7 7:21AM 3 1 4 7:51AM 2 6 8 8:21AM 3 7 10 8:51AM 4 3 7 7:22 AM 1 4 5 7:52 AM 2 5 7 8:22 AM 3 6 9 8:52 AM 4 4 8 7:23 AM 2 4 6 7:53 AM 2 4 6 8:23 AM 4 6 10 8:53 AM 4 4 8 7:24 AM 2 4 6 7:54 AM 2 3 5 8:24 AM 2 6 8 8:54 AM 3 1 4 7 7:25 AM 2 5 7 7:55 AM 1 4 5 8:25 AM 1 6 7 8:55 AM 2 5 7 7:26 AM 3 5 8 7:56 AM 1 5 6 1 8:26 AM 2 5 7 8:56 AM 0 6 6 7:27 AM 2 4 6 1 7:57 AM 2 4 6 8:27 AM 4 3 7 8:57 AM 1 7 8 7:28 AM 2 3 5 7:58 AM 4 3 7 8:28 AM 3 4 7 8:58 AM 1 7 8 7:29 AM 2 2 4 7:59 AM 4 1 2 6 8:29 AM 2 4 6 8:59 AM 1 0 7 7 A-2 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 9/29/2021 Wednesday MD Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 11:00 AM 4 2 6 11:30 AM 2 1 3 12:00 PM 4 5 9 12:30 PM 4 2 6 11:01 AM 4 3 7 11:31 AM 1 2 3 12:01 PM 4 3 7 12:31 PM 4 0 4 11:02 AM 4 3 7 11:32 AM 1 2 2 4 12:02 PMI 4 3 7 12:32 PMI 3 0 3 11:03 AM 4 3 7 11:33 AM 2 1 3 12:03 PM 4 4 8 12:33 PM 2 0 2 11:04 AM 3 3 6 11:34 AM 2 0 2 12:04 PM 4 5 9 12:34 PM 2 0 2 11:05 AM 1 3 2 5 11:35 AM 2 1 3 12:05 PM 4 5 9 12:35 PM 0 1 1 11:06 AM 3 3 6 11:36 AM 1 1 2 12:06 PM 3 5 8 12:36 PM 1 1 2 11:07 AM 3 4 7 11:37 AM 1 1 2 12:07 PM 2 6 8 12:37 PM 1 0 1 11:08 AM 3 4 7 11:38 AM 1 0 1 12:08 PM 2 6 8 12:38 PM 1 0 1 1 11:09 AM 3 3 6 11:39 AM 1 0 1 12:09 PM 3 6 9 12:39 PM 1 1 2 11:10 AM 3 3 6 11:40 AM 1 2 3 12:10 PM 4 5 9 12:40 PM 2 2 4 11:11 AM 3 3 6 11:41 AM 1 3 4 12:11 PM 4 5 9 12:41 PM 2 1 3 11:12 AM 3 1 4 11:42 AM 2 2 4 12:12 PM 4 5 9 12:42 PM 3 0 3 11:13 AM 3 1 4 11:43 AM 3 1 4 12:13 PMI 4 5 9 12:43 PM 3 1 4 11:14 AM 3 0 3 11:44 AM 4 0 4 12:14 PM 4 4 8 12:44 PM 3 1 4 11:15 AM 2 1 3 11:45 AM 3 0 3 12:15 PM 4 5 9 12:45 PM 2 2 4 11:16 AM 2 1 3 11:46 AM 2 0 2 12:16 PM 4 5 9 12:46 PM 2 4 6 11:17 AM 2 0 2 11:47 AM 0 0 0 12:17 PM 4 5 9 12:47 PM 3 4 7 11:18 AM 1 1 2 11:48 AM 0 0 0 12:18 PM 4 5 9 12:48 PM 3 4 7 11:19 AM 0 1 1 11:49 AM 0 2 2 12:19 PMI 3 6 9 12:49 PM 3 5 8 11:20 AM 1 1 2 11:50 AM 1 1 2 12:20 PM 3 6 9 12:50 PM 3 5 8 11:21 AM 1 1 2 11:51 AM 1 2 3 12:21 PM 3 5 8 12:51 PM 4 4 8 11:22 AM 2 1 3 11:52 AM 2 4 6 12:22 PM 3 5 8 12:52 PM 4 4 8 11:23 AM 1 0 1 11:53 AM 1 4 5 12:23 PM 3 5 8 12:53 PM 4 4 8 11:24 AM 0 1 1 11:54 AM 3 4 7 12:24 PM 4 4 8 12:54 PM 4 4 8 11:25 AM 1 1 2 11:55 AM 3 5 8 12:25 PMI 4 3 7 12:55 PM 4 3 7 11:26 AM 1 0 1 11:56 AM 3 5 8 12:26 PM 4 3 7 12:56 PM 4 3 7 11:27 AM 1 1 2 11:57 AM 4 5 9 12:27 PM 4 1 3 7 12:57 PM 4 4 8 11:28 AM 1 2 3 11:58 AM 4 5 9 12:28 PM 4 3 7 12:58 PM 4 4 8 11:29 AM 2 1 3 11:59 AM 3 5 8 12:29 PM 4 3 7 12:59 PMI 4 4 8 A-3 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 9/29/2021 Wednesday PM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 4:00 PM 0 1 1 4:30 PM 4 7 11 5:00 PM 4 2 6 5:30 PM 3 2 5 4:01 PM 1 0 1 4:31 PM 4 6 10 5:01 PM 4 1 5 5:31 PM 3 2 5 4:02 PM 0 0 0 4:32 PM 1 4 6 10 5:02 PM 1 3 1 4 5:32 PM 1 3 1 4 4:03 PM 0 2 2 4:33 PM 4 6 10 5:03 PM 4 1 5 5:33 PM 3 0 3 4:04PM 1 1 2 4:34PM 4 5 9 5:04PM 3 1 4 5:34PM 2 1 3 4:05 PM 2 1 3 4:35 PM 4 4 8 5:05 PM 4 1 5 5:35 PM 3 1 4 4:06 PM 2 2 4 4:36 PM 4 5 9 5:06 PM 3 0 3 5:36 PM 2 0 2 4:07 PM 3 1 4 4:37 PM 4 4 8 5:07 PM 2 0 2 5:37 PM 0 2 2 4:08 PM 3 2 5 4:38 PM 4 4 8 5:08 PM 1 2 0 2 5:38 PM 1 1 3 4 4:09 PM 4 2 6 4:39 PM 4 4 8 5:09 PM 2 0 2 5:39 PM 2 3 5 4:10PM 4 1 5 4:40PM 4 3 7 5:10PM 2 0 2 5:40PM 3 2 5 4:11PM 4 1 5 4:41PM 4 2 6 5:11PM 1 1 2 5:41PM 3 2 5 4:12 PM 3 0 3 4:42 PM 4 1 5 5:12 PM 0 3 3 5:42 PM 3 2 5 4:13 PM 3 3 6 4:43 PM 4 1 5 5:13 PM 1 3 4 5:43 PM 4 3 7 4:14 PM 4 3 7 4:44 PM 4 1 5 5:14 PM 2 3 5 5:44 PM 4 2 6 4:15PM 4 3 7 4:45PM 4 3 7 5:15PM 2 4 6 5:45PM 4 1 5 4:16PM 4 3 7 4:46PM 4 4 8 5:16PM 3 3 6 5:46PM 4 1 5 4:17PM 4 4 8 4:47PM 4 6 10 5:17PM 4 2 6 5:47PM 4 2 6 4:18PM 4 3 7 4:48PM 4 6 10 5:18PM 4 2 6 5:48PM 4 1 5 4:19PM 4 4 8 4:49PM 4 6 10 5:19PM 4 1 5 5:49PM 4 1 5 4:20 PM 4 3 7 4:50 PM 4 5 9 5:20 PM 4 1 5 5:50 PM 4 0 4 4:21PM 4 4 8 4:51PM 4 5 9 5:21PM 4 1 5 5:51PM 4 1 5 4:22 PM 4 4 8 4:52 PM 4 5 9 5:22 PM 3 1 4 5:52 PM 4 1 5 4:23 PM 4 5 9 4:53 PM 4 5 9 5:23 PM 4 2 6 5:53 PM 4 1 5 4:24 PM 3 5 8 4:54 PM 4 5 9 5:24 PM 4 3 7 5:54 PM 4 1 5 4:25 PM 4 5 9 4:55 PM 4 4 8 5:25 PM 4 3 7 5:55 PM 4 1 5 4:26 PM 4 6 10 4:56 PM 4 3 7 1 5:26 PM 3 3 6 5:56 PM 1 3 1 4 4:27 PM 4 5 9 4:57 PM 4 1 3 7 5:27 PM 2 1 3 1 5 5:57 PM 3 1 4 4:28 PM 4 6 10 4:58 PM 4 3 7 5:28 PM 3 3 6 5:58 PM 3 1 4 4:29 PM 4 7 11 4:59 PM 4 3 7 5:29 PM 3 3 6 5:59 PM 2 1 3 A-4 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 9/29/2021 Wednesday PM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 6:00 PM 2 1 3 6:30 PM 4 6 10 6:01PM 2 0 2 6:31PM 4 7 11 6:02 PM 2 1 3 6:32 PM 1 4 6 10 6:03 PM 2 0 2 6:33 PM 4 6 10 6:04PM 2 0 2 6:34PM 4 5 9 6:05 PM 1 0 1 6:35 PM 4 5 9 6:06 PM 1 1 2 6:36 PM 3 4 7 6:07 PM 1 1 2 6:37 PM 4 4 8 6:08 PM 0 1 1 6:38 PM 4 2 6 6:09 PM 1 1 2 6:39 PM 4 2 6 6:10 PM 1 0 1 6:40 PM 4 2 6 6:11 PM 1 0 1 6:41 PM 4 2 6 6:12 PM 0 0 0 6:42 PM 4 2 6 6:13 PM 0 1 1 6:43 PM 3 2 5 6:14 PM 1 1 2 6:44 PM 3 2 5 6:15 PM 1 1 2 6:45 PM 2 1 3 6:16 PM 2 1 3 6:46 PM 3 1 4 6:17 PM 1 0 1 6:47 PM 3 1 4 6:18 PM 1 2 3 6:48 PM 3 1 4 6:19 PM 1 2 3 6:49 PM 2 1 3 6:20 PM 2 3 5 6:50 PM 2 1 3 6:21 PM 3 7 10 6:51 PM 0 1 1 6:22 PM 3 6 9 6:52 PM 1 1 2 6:23 PM 3 5 8 6:53 PM 1 1 2 6:24 PM 4 5 9 6:54 PM 2 1 3 6:25 PM 4 4 8 6:55 PM 2 0 2 6:26 PM 4 5 9 6:56 PM 0 0 0 6:27 PM 4 5 9 1 6:57 PM 1 0 1 1 6:28 PM 4 5 9 6:58 PM 1 1 2 3 6:29 PM 4 4 8 6:59 PM 1 2 2 4 A-5 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 9/30/2021 Thursday AM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 7:00 AM 4 2 6 7:30 AM 1 0 1 8:00 AM 2 2 4 8:30 AM 2 4 6 7:01AM 4 2 6 7:31AM 0 2 2 8:01AM 3 1 4 8:31AM 2 4 6 7:02 AM 3 4 7 7:32 AM 1 0 5 5 8:02 AM 1 3 1 4 8:32 AM 1 2 2 4 7:03 AM 2 4 6 7:33 AM 0 6 6 8:03 AM 2 2 4 8:33 AM 1 1 2 7:04 AM 1 4 5 7:34 AM 2 7 9 8:04 AM 1 2 3 8:34 AM 1 2 3 7:05 AM 1 4 5 7:35 AM 3 7 10 8:05 AM 1 2 3 8:35 AM 1 2 3 7:06 AM 3 2 5 7:36 AM 2 8 10 8:06 AM 0 2 2 8:36 AM 2 3 5 7:07 AM 2 2 4 7:37 AM 3 8 11 8:07 AM 2 2 4 8:37 AM 4 2 6 7:08 AM 3 2 5 7:38 AM 3 8 11 8:08 AM 3 2 5 8:38 AM 3 2 1 5 7:09 AM 3 3 6 7:39 AM 1 3 7 10 8:09 AM 2 1 3 8:39 AM 1 2 3 7:10 AM 3 3 6 7:40 AM 2 7 9 8:10 AM 1 1 2 8:40 AM 1 3 4 7:11AM 3 2 5 7:41AM 3 6 9 8:11AM 2 1 3 8:41AM 2 6 8 7:12 AM 3 1 4 7:42 AM 3 8 11 8:12 AM 2 4 6 8:42 AM 3 6 9 7:13 AM 3 1 4 7:43 AM 1 8 9 8:13 AM 1 6 7 8:43 AM 4 5 9 7:14 AM 3 2 5 7:44 AM 2 7 9 8:14 AM 2 6 8 8:44 AM 4 5 9 7:15 AM 1 4 5 7:45 AM 3 6 9 8:15 AM 3 4 7 8:45 AM 2 7 9 7:16 AM 3 3 6 7:46 AM 2 6 8 8:16 AM 2 4 6 8:46 AM 3 6 9 7:17 AM 3 1 4 7:47 AM 3 6 9 8:17 AM 2 3 5 8:47 AM 2 5 7 7:18AM 2 3 5 7:48AM 4 5 9 8:18AM 2 3 5 8:48AM 2 4 6 7:19 AM 1 3 4 7:49 AM 3 5 8 8:19 AM 2 3 5 8:49 AM 1 4 5 7:20 AM 2 2 4 7:50 AM 2 5 7 8:20 AM 1 3 4 7 1 8:50 AM 2 3 5 7:21AM 2 2 4 7:51AM 3 4 7 8:21AM 2 3 5 8:51AM 2 4 6 7:22 AM 4 2 6 7:52 AM 4 3 7 8:22 AM 2 3 5 8:52 AM 4 5 9 7:23 AM 3 2 5 7:53 AM 4 2 6 8:23 AM 3 1 4 8:53 AM 3 3 6 7:24 AM 2 1 3 7:54 AM 4 1 5 8:24 AM 2 1 3 8:54 AM 2 4 6 7:25 AM 1 1 2 7:55 AM 3 1 4 8:25 AM 1 1 2 8:55 AM 2 4 6 7:26 AM 2 1 3 7:56 AM 3 1 4 1 8:26 AM 0 2 2 8:56 AM 2 3 5 7:27 AM 1 2 3 7:57 AM 3 0 1 3 8:27 AM 2 3 5 8:57 AM 2 2 4 7:28 AM 2 1 3 7:58 AM 2 2 4 8:28 AM 2 3 5 8:58 AM 2 2 4 7:29 AM 2 0 2 1 7:59 AM 1 4 5 8:29 AM 1 3 4 8:59 AM 1 5 6 A-6 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 9/30/2021 Thursday MD Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 11:00 AM 1 0 1 11:30 AM 2 1 3 12:00 PM 3 1 4 12:30 PM 1 4 5 11:01 AM 1 0 1 11:31 AM 2 1 3 12:01 PM 3 1 4 12:31 PM 1 3 4 11:02 AM 0 1 1 11:32 AM 1 2 2 4 12:02 PMI 1 2 3 12:32 PMI 3 2 5 11:03 AM 1 2 3 11:33 AM 2 4 6 12:03 PM 1 1 2 12:33 PM 3 0 3 11:04 AM 2 1 3 11:34 AM 2 4 6 12:04 PM 2 1 3 12:34 PM 3 0 3 11:05 AM 1 2 1 3 11:35 AM 2 4 6 12:05 PM 2 1 3 12:35 PM 1 1 2 11:06 AM 2 0 2 11:36 AM 2 6 8 12:06 PM 2 3 5 12:36 PM 1 1 2 11:07 AM 2 0 2 11:37 AM 3 5 8 12:07 PM 2 3 5 12:37 PM 1 2 3 11:08 AM 2 2 4 11:38 AM 2 5 7 12:08 PMI 2 3 5 12:38 PM 1 2 3 11:09 AM 2 2 4 11:39 AM 2 5 7 12:09 PM 2 1 3 12:39 PM 2 1 3 11:10 AM 2 2 4 11:40 AM 2 5 7 12:10 PM 2 1 3 12:40 PM 3 3 6 11:11 AM 3 2 5 11:41 AM 2 7 9 12:11 PM 1 2 3 12:41 PM 3 3 6 11:12 AM 2 0 2 11:42 AM 3 8 11 12:12 PM 2 3 5 12:42 PM 3 3 6 11:13 AM 2 0 2 11:43 AM 3 7 10 12:13 PM 3 2 5 12:43 PM 4 2 6 11:14 AM 1 0 1 11:44 AM 3 6 9 12:14 PMI 3 1 4 12:44 PM 3 1 4 11:15 AM 0 0 0 11:45 AM 3 8 11 12:15 PM 2 1 3 12:45 PM 3 1 4 11:16 AM 0 0 0 11:46 AM 3 6 9 12:16 PM 2 1 3 12:46 PM 3 0 3 11:17 AM 0 1 1 11:47 AM 3 6 9 12:17 PM 1 0 1 12:47 PM 2 0 2 11:18 AM 1 1 2 11:48 AM 2 7 9 12:18 PM 0 0 0 12:48 PM 1 0 1 11:19 AM 2 1 3 11:49 AM 3 7 10 12:19 PM 0 0 0 12:49 PM 1 0 1 11:20 AM 2 0 2 11:50 AM 4 6 10 12:20 PM 0 0 0 12:50 PM 0 2 2 11:21 AM 2 0 2 11:51 AM 4 5 9 12:21 PM 0 0 0 12:51 PM 2 2 4 11:22 AM 1 1 2 11:52 AM 4 5 9 12:22 PM 1 2 3 12:52 PM 2 0 2 11:23 AM 1 1 2 11:53 AM 4 5 9 12:23 PM 2 4 6 12:53 PMI 1 1 2 11:24 AM 1 2 3 11:54 AM 3 5 8 12:24 PM 2 3 5 12:54 PM 1 2 3 11:25 AM 2 1 3 11:55 AM 3 3 6 12:25 PM 2 3 5 12:55 PM 2 2 4 11:26 AM 2 0 2 11:56 AM 3 3 6 12:26 PM 3 2 5 12:56 PM 2 3 5 11:27 AM 2 1 3 11:57 AM 4 2 6 12:27 PM 3 0 3 12:57 PM 3 1 4 11:28 AM 1 1 2 11:58 AMI 3 1 1 1 4 12:28 PM 3 2 5 12:58 PM 4 1 5 11:29 AM 1 2 3 11:59 AM 1 2 1 0 1 2 12:29 PMJ 2 3 5 12:59 PMI 4 1 5 A-7 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 9/30/2021 Thursday PM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 4:00 PM 1 0 1 4:30 PM 2 3 5 5:00 PM 4 0 4 5:30 PM 4 4 8 4:01PM 0 0 0 4:31PM 3 2 5 5:01PM 3 0 3 5:31PM 4 4 8 4:02 PM 0 2 2 4:32 PM 1 4 2 6 5:02 PM 1 2 0 2 5:32 PM 1 4 4 8 4:03 PM 1 3 4 4:33 PM 4 2 6 5:03 PM 3 1 4 5:33 PM 4 5 9 4:04PM 2 2 4 4:34PM 3 3 6 5:04PM 3 1 4 5:34PM 4 4 8 4:05 PM 2 1 3 4:35 PM 3 3 6 5:05 PM 3 2 5 5:35 PM 4 3 7 4:06 PM 2 0 2 4:36 PM 3 2 5 5:06 PM 2 2 4 5:36 PM 4 3 7 4:07 PM 1 0 1 4:37 PM 3 2 5 5:07 PM 2 1 3 5:37 PM 4 3 7 4:08 PM 1 1 2 4:38 PM 4 0 4 5:08 PM 2 2 4 5:38 PM 4 3 7 4:09 PM 1 0 1 4:39 PM 3 0 3 5:09 PM 2 3 5 5:39 PM 3 2 5 4:10PM 0 1 1 4:40PM 4 1 5 5:10PM 3 3 6 5:40PM 3 2 5 4:11PM 0 2 2 4:41PM 3 1 4 5:11PM 3 3 6 5:41PM 3 2 5 4:12 PM 2 2 4 4:42 PM 4 1 5 5:12 PM 4 3 7 5:42 PM 3 2 5 4:13 PM 2 2 4 4:43 PM 4 2 6 5:13 PM 1 4 2 6 5:43 PM 1 3 1 4 4:14 PM 2 2 4 4:44 PM 4 1 5 5:14 PM 4 1 5 5:44 PM 3 1 4 4:15PM 2 2 4 4:45PM 3 1 4 5:15PM 3 2 5 5:45PM 2 1 3 4:16PM 3 2 5 4:46PM 3 0 3 5:16PM 3 2 5 5:46PM 2 1 3 4:17PM 4 1 5 4:47PM 3 1 4 5:17PM 3 2 5 5:47PM 2 2 4 4:18PM 4 1 5 4:48PM 3 2 5 5:18PM 3 3 6 5:48PM 3 2 5 4:19PM 4 1 5 4:49PM 2 3 5 5:19PM 1 4 4 8 5:49PM 1 3 1 4 4:20 PM 2 0 2 4:50 PM 2 3 5 5:20 PM 4 3 7 5:50 PM 3 0 3 4:21PM 2 0 2 4:51PM 3 1 4 5:21PM 4 3 7 5:51PM 3 0 3 4:22 PM 1 0 1 4:52 PM 3 0 3 5:22 PM 3 3 6 5:52 PM 3 1 4 4:23 PM 0 0 0 4:53 PM 3 1 4 5:23 PM 3 3 6 5:53 PM 3 1 4 4:24 PM 0 1 1 4:54 PM 4 2 6 5:24 PM 4 4 8 5:54 PM 4 0 4 4:25 PM 1 1 2 4:55 PM 4 2 6 5:25 PM 4 5 9 5:55 PM 1 1 2 4:26 PM 2 1 3 1 4:56 PM 4 2 6 5:26 PM 4 5 9 5:56 PM 1 3 4 4:27 PM 2 2 4 4:57 PM 4 1 5 5:27 PM 4 4 8 5:57 PM 1 3 4 4:28 PM 2 3 5 4:58 PM 4 1 5 5:28 PM 4 4 8 5:58 PM 2 3 5 4:29 PM 3 3 6 4:59 PM 4 0 4 5:29 PM 4 5 1 9 5:59 PM 3 3 6 A-8 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 9/30/2021 Thursday PM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 6:00 PM 3 3 6 6:30 PM 2 0 2 6:01 PM 4 3 7 6:31 PM 1 0 1 6:02 PM 4 2 6 6:32 PM 1 0 1 1 6:03 PM 4 2 6 6:33 PM 1 1 2 6:04 PM 4 2 6 6:34 PM 1 0 1 6:05 PM 4 3 7 6:35 PM 1 0 1 6:06 PM 4 2 6 6:36 PM 1 2 3 6:07 PM 4 2 6 6:37 PM 1 2 3 6:08 PM 4 1 5 6:38 PM 1 2 3 6:09 PM 4 1 5 6:39 PM 2 2 4 6:10 PM 4 1 5 6:40 PM 2 2 4 6:11 PM 4 1 5 6:41 PM 2 2 4 6:12 PM 2 0 2 6:42 PM 3 2 5 6:13 PM 2 0 2 6:43 PM 3 1 4 6:14 PM 1 0 1 6:44 PM 1 3 0 3 6:15 PM 0 1 1 6:45 PM 3 0 3 6:16 PM 1 1 2 6:46 PM 3 0 3 6:17 PM 1 0 1 6:47 PM 3 0 3 6:18 PM 1 0 1 6:48 PM 3 0 3 6:19PM 1 2 3 6:49PM 3 0 3 6:20 PM 1 3 4 6:50 PM 1 1 2 6:21PM 2 3 5 6:51PM 1 2 3 6:22 PM 3 1 4 6:52 PM 2 2 4 6:23 PM 3 2 5 6:53 PM 2 2 4 6:24PM 3 2 5 6:54PM 2 2 4 6:25 PM 3 1 4 6:55 PM 2 1 3 6:26 PM 3 1 4 6:56 PM 2 0 2 6:27 PM 3 1 4 1 6:57 PM 1 2 3 6:28 PM 3 0 3 6:58 PM 2 2 4 6:29 PM 2 0 2 6:59 PM 3 2 5 A-9 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 10/1/2021 Friday AM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 7:00 AM 4 6 10 7:30 AM 3 4 7 8:00 AM 3 7 10 8:30 AM 2 10 12 7:01AM 4 7 11 7:31AM 3 4 7 8:01AM 3 7 10 8:31AM 1 10 11 7:02 AM 4 7 11 7:32 AM 3 5 8 1 8:02 AM 3 7 10 1 8:32 AM 2 1 10 12 7:03 AM 4 6 10 7:33 AM 3 7 10 8:03 AM 3 7 10 8:33 AM 2 10 12 7:04 AM 4 6 10 7:34 AM 3 6 9 8:04 AM 4 7 11 8:34 AM 2 10 12 7:05 AM 4 5 9 7:35 AM 3 6 9 8:05 AM 3 7 10 8:35 AM 4 10 14 7:06 AM 4 4 8 7:36 AM 3 6 9 8:06 AM 4 7 11 8:36 AM 4 9 13 7:07 AM 4 5 9 7:37 AM 3 6 9 8:07 AM 3 9 12 8:37 AM 3 10 13 7:08 AM 4 6 10 7:38 AM 4 6 10 8:08 AM 3 9 12 8:38 AM 3 9 12 7:09 AM 4 6 10 7:39 AM 4 6 10 8:09 AM 4 8 12 8:39 AM 3 8 11 7:10 AM 3 5 8 7:40 AM 4 7 11 8:10 AM 3 8 11 8:40 AM 4 8 12 7:11AM 3 4 7 7:41AM 4 7 11 8:11AM 3 8 11 8:41AM 4 9 13 7:12 AM 4 3 7 7:42 AM 3 7 10 8:12 AM 4 10 14 8:42 AM 3 10 13 7:13 AM 4 3 7 7:43 AM 3 8 11 8:13 AM 3 8 11 8:43 AM 3 9 12 7:14 AM 4 3 7 7:44 AM 2 7 9 8:14 AM 2 9 11 8:44 AM 4 7 11 7:15 AM 4 3 7 7:45 AM 2 7 9 8:15 AM 2 9 11 8:45 AM 4 6 10 7:16 AM 4 3 7 7:46 AM 3 6 9 8:16 AM 2 9 11 8:46 AM 3 5 8 7:17 AM 3 3 6 7:47 AM 4 6 10 8:17 AM 3 7 10 8:47 AM 4 5 9 7:18 AM 3 5 8 7:48 AM 4 6 10 8:18 AM 4 7 11 8:48 AM 4 4 8 7:19 AM 3 4 7 7:49 AM 2 6 8 8:19 AM 4 7 11 8:49 AM 4 4 8 7:20 AM 3 5 8 7:50 AM 0 8 8 8:20 AM 2 7 9 8:50 AM 4 3 7 7:21AM 4 5 9 7:51AM 2 9 11 8:21AM 3 1 4 8:51AM 4 2 6 7:22 AM 4 4 8 7:52 AM 2 9 11 8:22 AM 4 7 11 8:52 AM 4 2 6 7:23 AM 3 7 10 7:53 AM 4 9 13 8:23 AM 4 7 11 8:53 AM 4 2 6 7:24 AM 2 9 11 7:54 AM 3 7 10 8:24 AM 3 8 11 8:54 AM 3 3 6 7:25 AM 2 8 10 7:55 AM 4 6 10 8:25 AM 4 7 11 8:55 AM 2 4 6 7:26 AM 3 7 10 7:56 AM 4 6 10 8:26 AM 4 9 13 8:56 AM 4 4 8 7:27 AM 3 7 10 1 7:57 AM 3 7 10 8:27 AM 4 10 14 8:57 AM 4 5 9 7:28 AM 2 7 9 7:58 AM 4 5 9 8:28 AM 4 10 14 8:58 AM 4 6 10 7:29 AM 3 6 9 7:59 AM 4 5 9 8:29 AM 4 10 14 8:59 AM 4 6 10 A-10 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 10/1/2021 Friday MD Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 11:00 AM 3 3 6 11:30 AM 4 1 5 12:00 PM 1 1 2 12:30 PM 2 2 4 11:01 AM 3 3 6 11:31 AM 3 0 3 12:01 PM 1 1 2 12:31 PM 2 1 3 11:02 AM 3 2 5 11:32 AM 1 2 1 3 12:02 PMI 0 2 2 12:32 PM 2 1 3 11:03 AM 2 4 6 11:33 AM 1 1 2 12:03 PM 1 2 3 12:33 PM 1 1 2 11:04 AM 2 4 6 11:34 AM 0 1 1 12:04 PM 2 1 3 12:34 PM 1 3 4 11:05 AM 1 2 5 7 11:35 AM 1 1 2 12:05 PM 2 2 4 12:35 PM 3 2 5 11:06 AM 3 5 8 11:36 AM 1 1 2 12:06 PM 1 2 3 12:36 PM 3 0 3 11:07 AM 3 5 8 11:37 AM 1 1 2 12:07 PM 1 2 3 12:37 PMI 3 0 3 11:08 AM 4 5 9 11:38 AM 1 1 1 2 12:08 PMI 1 2 3 12:38 PM 1 1 2 11:09 AM 4 4 8 11:39 AM 2 1 3 12:09 PM 2 2 4 12:39 PM 1 1 2 11:10 AM 4 4 8 11:40 AM 2 0 2 12:10 PM 2 3 5 12:40 PM 2 1 3 11:11 AM 4 3 7 11:41 AM 0 1 1 12:11 PM 3 3 6 12:41 PM 2 0 2 11:12 AM 4 4 8 11:42 AM 1 1 2 12:12 PM 4 2 6 12:42 PM 2 0 2 11:13 AM 4 3 7 11:43 AM 1 0 1 12:13 PM 4 2 6 12:43 PM I 1 1 2 11:14 AM 2 3 5 11:44 AM 0 0 0 12:14 PM 4 2 6 12:44 PM 1 1 2 11:15 AM 3 3 6 11:45 AM 0 1 1 12:15 PM 4 1 5 12:45 PM 1 1 2 11:16 AM 3 2 5 11:46 AM 1 1 2 12:16 PM 4 0 4 12:46 PM 2 1 3 11:17 AM 4 1 5 11:47 AM 2 1 3 12:17 PM 2 1 3 12:47 PM 1 1 2 11:18 AM 4 0 4 11:48 AM 3 1 4 12:18 PM 1 1 2 12:48 PM 1 1 2 11:19 AM 4 0 4 11:49 AM 2 1 3 12:19 PMI 1 3 4 12:49 PM I 1 0 1 11:20 AM 4 0 4 11:50 AM 3 2 5 12:20 PM 1 4 5 12:50 PM 1 0 1 11:21 AM 3 1 4 11:51 AM 3 0 3 12:21 PM 2 3 5 12:51 PM 1 1 2 11:22 AM 2 2 4 11:52 AM 2 0 2 12:22 PM 3 2 5 12:52 PM 2 2 4 11:23 AM 2 2 4 11:53 AM 1 0 1 12:23 PM 3 1 4 12:53 PM 2 1 3 11:24 AM 2 1 3 11:54 AM 1 1 2 12:24 PM 3 3 6 12:54 PM 2 0 2 11:25 AM 2 1 3 11:55 AM I 1 0 1 12:25 PM 4 2 6 12:55 PM 1 0 1 11:26 AM 1 2 3 11:56 AM 1 1 2 12:26 PM 2 2 4 12:56 PM 1 0 1 11:27 AM 1 2 3 11:57 AM 2 1 3 12:27 PM 2 1 3 12:57 PM 0 1 0 0 11:28 AM 2 1 3 11:58 AM 2 0 2 12:28 PM 2 0 2 12:58 PM 0 1 1 11:29 AM 3 2 5 11:59 AM I 1 1 1 1 2 12:29 PM 0 2 2 12:59 PM 1 1 2 A-11 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 10/1/2021 Friday PM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 4:00 PM 2 2 4 4:30 PM 3 1 4 5:00 PM 1 0 1 5:30 PM 2 1 3 4:01PM 2 3 5 4:31PM 3 0 3 5:01PM 1 0 1 5:31PM 2 1 3 4:02 PM 1 3 4 4:32 PM 1 3 1 4 5:02 PM 1 1 0 1 5:32 PM 1 2 0 2 4:03 PM 2 3 5 4:33 PM 3 2 5 5:03 PM 1 1 2 5:33 PM 1 1 2 4:04PM 3 2 5 4:34PM 3 1 4 5:04PM 2 1 3 5:34PM 1 1 2 4:05 PM 4 2 6 4:35 PM 3 1 4 5:05 PM 2 1 3 5:35 PM 1 0 1 4:06 PM 4 0 4 4:36 PM 4 1 5 5:06 PM 2 0 2 5:36 PM 1 3 4 4:07 PM 2 0 2 4:37 PM 4 3 7 5:07 PM 1 0 1 5:37 PM 2 5 7 4:08 PM 1 0 1 1 4:38 PM 3 3 6 5:08 PM 1 1 1 2 5:38 PM 2 3 5 4:09 PM 0 0 0 4:39 PM 3 3 6 5:09 PM 1 1 2 5:39 PM 2 2 4 4:10PM 0 1 1 4:40PM 3 3 6 5:10PM 1 1 2 5:40PM 3 1 4 4:11PM 1 0 1 4:41PM 4 3 7 5:11PM 1 4 5 5:41PM 4 2 6 4:12 PM 1 0 1 4:42 PM 4 2 6 5:12 PM 0 4 4 5:42 PM 3 1 4 4:13 PM 1 1 2 4:43 PM 4 3 7 5:13 PM 0 5 5 5:43 PM 3 1 4 4:14 PM 1 2 3 4:44 PM 4 2 6 5:14 PM 1 5 6 5:44 PM 2 0 2 4:15PM 1 1 2 4:45PM 4 1 5 5:15PM 2 5 7 5:45PM 0 0 0 4:16PM 2 1 3 4:46PM 4 1 5 5:16PM 2 4 6 5:46PM 0 0 0 4:17PM 3 1 4 4:47PM 3 0 3 5:17PM 2 4 6 5:47PM 0 1 1 4:18PM 3 1 4 4:48PM 2 1 3 5:18PM 3 3 6 5:48PM 1 0 1 4:19PM 2 2 4 4:49PM 1 1 2 5:19PM 3 2 5 5:49PM 1 0 1 4:20 PM 3 2 5 4:50 PM 2 1 3 5:20 PM 3 1 4 5:50 PM 1 0 1 4:21PM 3 1 4 4:51PM 2 0 2 5:21PM 3 0 3 5:51PM 0 0 0 4:22 PM 3 1 4 4:52 PM 3 1 4 5:22 PM 3 0 3 5:52 PM 0 2 2 4:23 PM 2 0 2 4:53 PM 4 2 6 5:23 PM 3 0 3 5:53 PM 1 2 3 4:24 PM 2 1 3 4:54 PM 3 2 5 5:24 PM 2 0 2 5:54 PM 2 3 5 4:25 PM 2 1 3 4:55 PM 2 0 2 5:25 PM 2 0 2 5:55 PM 3 3 6 4:26 PM 2 1 3 4:56 PM 2 0 2 5:26 PM 0 1 1 5:56 PM 3 5 8 4:27 PM 2 3 5 4:57 PM 2 0 2 5:27 PM 1 2 3 5:57 PM 3 5 8 4:28 PM 2 3 5 4:58 PM 0 1 1 5:28 PM 2 2 4 5:58 PM 3 5 8 4:29 PM 2 2 1 4 4:59 PM 1 1 2 5:29 PM 2 2 4 5:59 PM 3 5 8 A-12 Starbucks 1224 N Harbor Blvd Anaheim, CA 92801 10/1/2021 Friday PM Pk Hr Time Queue Pick- up to Order Board Queue Order Board Back Total Queue Time Queue Pick- up to Order Board Queue Order Board Back Total Queue 6:00 PM 3 4 7 6:30 PM 1 1 2 6:01 PM 1 4 5 6:31 PM 2 1 3 6:02 PM 1 4 5 6:32 PM 1 2 0 2 6:03 PM 2 3 5 6:33 PM 2 2 4 6:04PM 3 2 5 6:34PM 2 2 4 6:05 PM 3 2 5 6:35 PM 1 2 3 6:06 PM 4 1 5 6:36 PM 2 2 4 6:07 PM 3 1 4 6:37 PM 3 1 4 6:08 PM 3 0 3 6:38 PM 3 1 4 6:09 PM 3 0 3 6:39 PM 3 1 4 6:10 PM 3 1 4 6:40 PM 4 0 4 6:11 PM 4 1 5 6:41 PM 4 1 5 6:12 PM 3 1 4 6:42 PM 2 1 3 6:13 PM 3 1 4 6:43 PM 1 1 2 6:14 PM 3 1 4 6:44 PM 0 1 1 6:15 PM 2 1 3 6:45 PM 1 1 2 6:16 PM 2 1 3 6:46 PM 1 0 1 6:17 PM 2 1 3 6:47 PM 1 1 2 6:18 PM 3 1 4 6:48 PM 1 1 2 6:19 PM 3 1 4 6:49 PM 1 0 1 6:20 PM 2 3 5 6:50 PM 1 1 2 6:21 PM 2 2 4 6:51 PM 1 0 1 6:22 PM 3 1 4 6:52 PM 0 2 2 6:23 PM 3 0 3 6:53 PM 0 2 2 6:24 PM 3 1 4 6:54 PM 1 2 3 6:25 PM 3 0 3 6:55 PM 1 1 2 6:26 PM 2 0 2 6:56 PM 1 1 2 6:27 PM 2 1 3 6:57 PM 1 0 1 6:28 PM 1 0 1 6:58 PM 1 0 1 6:29 PM 1 1 2 6:59 PM 0 1 1 1 A-13 LINSCOTT, LAW & GREENSPAN, engineers EXISTING TRAFFIC COUNT DATA LLG Ref. 2-23-4635-1 Starbucks at Gonzalez Plaza, Anaheim R-M N:\4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\Appendix\4635 Dividers.doc Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim N/S: East Street E/W: Balsam Avenue/North Driveway Weather: Clear File Name : 01_ANA_East_N DW AM Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 Groups Printed- Total Volume East Street North Driveway East Street Balsam Avenue Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht App. Total Left Thru Right App. Total Left Thr7 Right App. Total Left Thru Right App. Total Int. total 07:00 AM 4 93 7 104 0 0 6 6 3 182 2 187 7 1 3 11 308 07:15 AM 0 130 3 133 1 0 4 5 1 172 1 174 4 0 2 6 318 07:30 AM 1 129 1 131 1 0 8 9 2 183 2 187 7 0 2 9 336 07:45 AM 2 157 4 163 0 0 3 3 2 175 0 177 8 0 0 8 351 Total 7 509 15 531 2 0 21 23 8 712 5 725 26 1 7 34 1313 08:00 AM 2 124 5 131 0 0 8 8 3 156 0 159 8 0 4 12 310 08:15 AM 1 138 1 140 1 0 4 5 1 184 1 186 7 0 3 10 341 08:30 AM 1 142 3 146 0 0 4 4 3 145 1 149 4 0 2 6 305 08:45 AM 2 107 8 117 0 0 2 2 1 153 3 157 5 0 4 9 285 Total 6 511 17 534 1 0 18 19 8 638 5 651 24 0 13 37 1241 Grand Total 13 1020 32 1065 3 0 39 42 16 1350 10 1376 50 1 20 71 2554 Apprch % 1.2 95.8 3 7.1 0 92.9 1.2 98.1 0.7 70.4 1.4 28.2 Total % 0.5 39.9 1.3 41.7 0.1 0 1.5 1.6 0.6 52.9 0.4 53.9 2 0 0.8 2.8 East Street Southbound North Driveway Westbound East Street Northbound Balsam Avenue Eastbound Start Time Left I Thru Right I App. Total Left Thru Right I App. Total Left I Thru Right I App. Total Left I Thru Right I App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hnur fnr FntirP IntPrsPctinn Ranins at 07.30 AM Int. Total 07:30 AM 1 129 1 131 1 0 8 9 2 183 2 187 7 0 2 9 336 07:45 AM 2 157 4 163 0 0 3 3 2 175 0 177 8 0 0 8 351 08:00 AM 2 124 5 131 0 0 8 8 3 156 0 159 8 0 4 12 310 08:15 AM 1 138 1 140 1 0 4 5 1 184 1 186 7 0 3 10 341 Total Volume 6 548 11 565 2 0 23 25 8 698 3 709 30 0 9 39 1338 % App. Total j 1.1 97 1.9 1 8 0 92 1 1.1 98.4 0.4 1 76.9 0 23.1 PHF 1 .750 .873 .550 .867 .500 .000 .719 .694 .667 .948 .375 .948 .938 .000 .563 .813 .953 PIN Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim N/S: East Street E/W: Balsam Avenue/North Driveway Weather: Clear File Name : 01_ANA_East_N DW AM Site Code : 05723624 Start Date : 6/15/2023 Page No :2 East Street Out In Total 751 565 F 1316 11 548 6 Right T1u Le, ft Peak Hour Data N ~ Cl)NJ - �O Z 3 North w o o c Peak Hour Begins at 07:30 A +_ ro 5 0 E o cn N F Total VolumeCD C O �N WAN +i T F+ Left Thru Ri ht 8 698 3 559 709 1268 Out In Total 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 07:15 AM 07:00 AM 07:30 AM +0 mins. 2 157 4 163 1 0 4 5 3 182 2 187 7 0 2 9 +15 mins. 2 124 5 131 1 0 8 9 1 172 1 174 8 0 0 8 +30 mins. 1 138 1 140 0 0 3 3 2 183 2 187 8 0 4 12 +45 mins. 1 142 3 146 0 0 8 8 2 175 0 177 7 0 3 10 Total Volume 6 561 13 580 2 0 23 25 8 712 5 725 30 0 9 39 % App. Total 1 96.7 2.2 8 0 92 1.1 98.2 0.7 76.9 0 23.1 PHF .750 .893 .650 .890 .500 .000 .719 .694 .667 .973 .625 .969 .938 .000 .563 .813 RM City of Anaheim N/S: East Street E/W: Balsam Avenue/North Driveway Weather: Clear Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 r,rni inc Printprl- Tntal Vnh imp File Name : 01_ANA_East _N DW MD Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 East Street North Driveway East Street Balsam Avenue Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht App. Total Left Thru Right App. Total Left I Thru Ri ht I App. Total Left Thru Right App. Total Int. Total 10:00 AM 3 89 1 93 2 0 2 4 2 114 1 117 2 0 1 3 217 10: 15 AM 4 123 5 132 2 0 9 11 2 122 2 126 3 0 3 6 275 10:30 AM 1 101 3 105 4 0 4 8 2 139 4 145 5 1 5 11 269 10:45 AM 2 118 5 125 3 0 6 9 1 118 4 123 2 0 4 6 263 Total 10 431 14 455 11 0 21 32 7 493 11 511 12 1 13 26 1024 11:00 AM 0 120 6 126 2 0 5 7 5 126 1 132 5 0 1 6 271 11:15 AM 2 131 3 136 1 0 2 3 2 128 2 132 5 0 3 8 279 11:30 AM 1 140 5 146 2 0 5 7 3 150 5 158 6 0 1 7 318 11:45 AM 4 131 4 139 3 0 5 8 1 151 2 154 5 0 5 10 311 Total 7 522 18 547 8 0 17 25 11 555 10 576 21 0 10 31 1179 12:00 PM 4 126 4 134 2 0 8 10 0 125 3 128 4 0 3 7 279 12:15 PM 2 133 8 143 3 1 5 9 3 171 2 176 2 0 10 12 340 12:30 PM 1 121 5 127 3 0 11 14 1 154 4 159 5 0 4 9 309 12:45 PM 2 151 6 159 1 0 5 6 3 137 6 146 2 0 5 7 318 Total 9 531 23 563 9 1 29 39 7 587 15 609 13 0 22 35 1246 01:00 PM 6 136 8 150 1 0 3 4 11 138 2 151 3 1 7 11 316 01:15 PM 3 123 5 131 1 0 3 4 6 158 2 166 5 0 6 11 312 01:30 PM 1 151 7 159 6 0 4 10 4 154 1 159 5 0 8 13 341 01:45 PM 3 170 5 178 1 0 9 10 6 149 5 160 8 1 6 15 363 Total 13 580 25 618 9 0 19 28 27 599 10 636 21 2 27 50 1332 Grand Total 39 2064 80 2183 37 1 86 1241 52 2234 46 2332 67 3 72 142 4781 Apprch % 1.8 94.5 3.7 29.8 0.8 69.4 2.2 95.8 2 47.2 2.1 50.7 Total % 0.8 43.2 1.7 45.7 0.8 0 1.8 2.6 1.1 46.7 1 48.8 1.4 0.1 1.5 3 East Street Southbound North Driveway Westbound East Street Northbound Balsam Avenue Eastbound Start Time Left I Thru Right I App. Total Left I Thru I Right I App. Total Left I Thru Right I App. Total Left I Thru Right App. Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM 01:00 PM 6 136 8 150 1 0 01:15 PM 3 123 5 131 1 0 01:30 PM 1 151 7 159 6 0 01:45 PM 3 170 5 178 1 0 Total Volume 13 580 25 618 9 0 % App. Total 2.1 93.9 4 32.1 0 E Int. Total 3 4 11 138 2 151 3 1 7 11 316 3 4 6 158 2 166 5 0 6 11 312 4 10 4 154 1 159 5 0 8 13 341 9 10 6 149 5 160 8 1 6 15 363 19 281 27 599 10 636 21 2 27 50 1332 C I, Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim N/S: East Street E/W: Balsam Avenue/North Driveway Weather: Clear File Name : 01_ANA_East _N DW MD Site Code : 05723624 Start Date : 6/15/2023 Page No : 2 East Street Out In Total 639 618 F 1257 25 580 13 Right T1u Le, ft Peak Hour Data Do ~ N NJ '—fD (Nl1 North o o c w F� Peak Hour Begins at 01:00 P +_ ro 5 0 E o ao N n F m �� N Lam Total Volume p'� i �o T CD +i T F+ Left Thru Ri ht 27 599 10 616 636 1252 Out In Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 01:00 PM 11:45 AM 01:00 PM 01:00 PM +0 mins. 6 136 8 150 3 0 5 8 11 138 2 151 3 1 7 11 +15 mins. 3 123 5 131 2 0 8 10 6 158 2 166 5 0 6 11 +30 mins. 1 151 7 159 3 1 5 9 4 154 1 159 5 0 8 13 +45 mins. 3 170 5 178 3 0 11 14 6 27 149 599 5 10 160 636 8 1 6 15 Total Volume 13 580 25 618 11 1 29 41 21 2 27 50 % App. Total 2.1 93.9 4 26.8 2.4 70.7 4.2 94.2 1.6 42 4 54 PHF .542 .853 .781 .868 .917 .250 .659 .732 .614 .948 .500 .958 .656 .500 .844 .833 M. City of Anaheim N/S: East Street E/W: Balsam Avenue/North Driveway Weather: Clear East Street Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 North Driveway File Name : 01_ANA_East_N DW PM Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 East Street I Balsam Avenue Start I Ime Lett I I hrU I Right I App. Total Lett I I nnu I Right I App. Total Lett I I hrU I KI ht I App. Total Lett I I hrU I KI ht I App. Total Int. Total 04:00 PM 2 181 8 191 3 1 11 15 6 197 6 209 1 0 13 14 429 04:15 PM 5 217 10 232 3 0 5 8 6 187 4 197 4 0 10 14 451 04:30 PM 6 189 9 204 1 1 6 8 3 211 2 216 4 1 6 11 439 04:45 PM 6 219 8 233 3 0 5 8 5 210 5 220 9 0 10 19 480 Total 19 806 35 860 10 2 27 39 20 805 17 842 18 1 39 58 1799 05:00 PM 9 226 7 242 3 0 10 13 11 180 5 196 4 0 6 10 461 05:15 PM 8 192 11 211 4 2 8 14 12 212 3 227 7 0 11 18 470 05:30 PM 7 196 4 207 2 0 6 8 10 213 2 225 3 1 10 14 454 05:45 PM 5 167 12 184 3 0 6 9 7 217 1 225 7 0 8 15 433 Total 29 781 34 844 12 2 30 44 40 822 11 873 21 1 35 57 1818 Grand Total 48 1587 69 1704 22 4 57 83 60 1627 28 1715 39 2 74 115 3617 Apprch % 2.8 93.1 4 26.5 4.8 68.7 3.5 94.9 1.6 33.9 1.7 64.3 Total % 1.3 43.9 1.9 47.1 0.6 0.1 1.6 2.3 1.7 45 0.8 47.4 1.1 0.1 2 3.2 East Street Southbound North Driveway Westbound East Street Northbound Balsam Avenue Eastbound Start Time Left I Thru Right I App. Total Left Thru Right I App. Total Left I Thru Right I App. Total Left I Thru Right I App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hnur fnr FntirP IntPrsPctinn Ranins at 04.45 PM Int. Total 04:45 PM 6 219 8 233 3 0 5 81 5 210 5 220 9 0 10 19 480 05:00 PM 9 226 7 242 3 0 10 13 11 180 5 196 4 0 6 10 461 05:15 PM 8 192 11 211 4 2 8 14 12 212 3 227 7 0 11 18 470 05:30 PM 7 196 4 207 2 0 6 81 10 213 2 225 3 1 10 14 454 Total Volume 30 833 30 893 12 2 29 43 38 815 15 868 23 1 37 61 1865 % App. Total 1 3.4 93.3 3.4 1 27.9 4.7 67.4 4.4 93.9 1.7 1 37.7 1.6 60.7 PHF 1 .833 .921 .682 .923 .750 .250 .725 .768 .792 .957 .750 .956 .639 .250 .841 .803 .971 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim N/S: East Street E/W: Balsam Avenue/North Driveway Weather: Clear File Name : 01_ANA_East_N DW PM Site Code : 05723624 Start Date : 6/15/2023 Page No :2 East Street Out In Total 867 893 F 1760 30 833 30 Right T1u Le, ft Peak Hour Data M o CO T �O ~ N �� * .. North o c F� Peak Hour Begins at 04:45 P �c a o E N W N n F Cl) t Total Volume 0� CC ♦ N N +i T F+ Left Thru Ri ht 38 815 15 882 868 1750 Out In Total 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 05:00 PM 05:00 PM 04:45 PM +0 mins. 5 217 10 232 3 0 10 13 11 180 5 196 9 0 10 19 +15 mins. 6 189 9 204 4 2 8 14 12 212 3 227 4 0 6 10 +30 mins. 6 219 8 233 2 0 6 8 10 213 2 225 7 0 11 18 +45 mins. 9 226 7 242 3 0 6 9 7 217 1 225 3 1 10 14 Total Volume 26 851 34 911 12 2 30 44 40 822 11 873 23 1 37 61 % App. Total 2.9 93.4 3.7 27.3 4.5 68.2 4.6 94.2 1.3 37.7 1.6 60.7 PHF .722 .941 .850 .941 .750 .250 .750 .786 .833 .947 .550 .961 .639 .250 .841 .803 RM City of Anaheim N/S: East Street E/W: South Driveway Weather: Clear Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 Groups Printed- Total Volume File Name : 02_ANA_East_S DW AM Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 East Street South Driveway East Street Southbound Westbound Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 1 94 95 2 2 4 187 7 194 293 07:15 AM 2 131 133 4 3 7 171 9 180 320 07:30 AM 0 131 131 1 0 1 187 3 190 322 07:45 AM 3 152 155 4 1 5 174 5 179 339 Total 6 508 514 11 6 17 719 24 743 1274 08:00 AM 3 123 126 1 2 3 158 3 161 290 08:15 AM 1 139 140 3 2 5 184 7 191 336 08:30 AM 1 149 150 1 3 4 151 5 156 310 08:45 AM 0 111 111 1 2 3 151 6 157 271 Total 5 522 527 6 9 15 644 21 665 1207 Grand Total 11 1030 1041 17 15 32 1363 45 1408 2481 Apprch % 1.1 98.9 53.1 46.9 96.8 3.2 Total % 0.4 41.5 42 0.7 0.6 1.3 54.9 1.8 56.8 East Street Southbound South Driveway Westbound East Street Northbound Start Time Left Thru Ipp. Total Left Right App. Total Thru Right A Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hnur fnr FntirP IntPrsPctinn Ranins at 07.30 AM Int. Total 07:30 AM 0 131 131 1 0 1 187 3 190 322 07:45 AM 3 152 155 4 1 5 174 5 179 339 08:00 AM 3 123 126 1 2 3 158 3 161 290 08:15 AM 1 139 140 3 2 5 184 7 191 336 Total Volume 7 545 552 9 5 14 703 18 721 1287 % Am). Total 1 1.3 98.7 64.3 35.7 1 97.5 2.5 PHF 1 .583 .896 .890 .563 .625 .700 1 .940 .643 .944 .949 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name N/S: East Street Site Code E/W: South Driveway Start Date Weather: Clear Page No 02—ANA—East—S DW AM 05723624 6/15/2023 2 East Street Out In Total 708 552 1260 5451 7 Thru Left Peak Hour Data TI ° ` North � C 7 Peak Hour Begins at 07:30 A a Total Volume r 0 ww m— F+ Thru Ri ht 703 18 554 721 F 1275 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each A proach Berlins at: 07:45 AM 07:00 AM 07:00 AM +0 mins. 3 152 155 2 2 4 187 7 194 +15 mins. 3 123 126 4 3 7 171 9 180 +30 mins. 1 139 140 1 0 1 187 3 190 +45 mins. 1 149 150 4 1 5 174 5 179 Total Volume 8 563 571 11 6 17 719 24 743 % App. Total 1.4 98.6 64.7 35.3 96.8 3.2 PHF .667 .926 .921 .688 .500 .607 .961 .667 .957 Me City of Anaheim N/S: East Street E/W: South Driveway Weather: Clear Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 Groups Printed- Total Volume File Name : 02_ANA_East_S DW MD Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 East Street South Driveway East Street Southbound Westbound Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 10:00 AM 3 89 92 1 2 3 112 6 118 213 10:15 AM 2 125 127 2 1 3 126 7 133 263 10:30 AM 3 110 113 10 4 14 137 9 146 273 10:45 AM 5 123 128 1 4 5 120 12 132 265 Total 13 447 460 14 11 25 495 34 529 1014 11:00 AM 4 116 120 3 4 7 126 7 133 260 11:15 AM 4 131 135 3 2 5 131 6 137 277 11:30 AM 3 138 141 1 3 4 159 7 166 311 11:45 AM 6 132 138 2 5 7 143 7 150 295 Total 17 517 534 9 14 23 559 27 586 1143 12:00 PM 6 127 133 3 2 5 117 5 122 260 12:15 PM 5 139 144 4 5 9 169 7 176 329 12:30 PM 1 123 124 5 3 8 161 12 173 305 12:45 PM 5 150 155 3 3 6 141 10 151 312 Total 17 539 556 15 13 28 588 34 622 1206 01:00 PM 3 140 143 4 3 7 149 8 157 307 01:15 PM 6 123 129 4 3 7 162 9 171 307 01:30 PM 2 160 162 6 6 12 150 6 156 330 01:45 PM 5 172 177 6 4 10 159 4 163 350 Total 16 595 611 20 16 36 620 27 647 1294 Grand Total 63 2098 2161 58 54 112 2262 122 2384 4657 Apprch % 2.9 97.1 51.8 48.2 94.9 5.1 Total % 1.4 45.1 46.4 1.2 1.2 2.4 48.6 2.6 51.2 East Street Southbound South Driveway Westbound East Street Northbound Start Time Left I Thru Ipp. Total Left Right App. Total Thru Right A Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM 01:00 PM 3 140 143 01:15 PM 6 123 129 01:30 PM 2 160 162 01:45 PM 5 172 177 Total Volume 16 595 611 % Aw. Total 2.6 97.4 20 16 7 149 7 162 12 150 10 159 620 8 157 9 171 6 156 4 163 27 647 Int. Total 307 307 330 350 1294 B-10 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name N/S: East Street Site Code E/W: South Driveway Start Date Weather: Clear Page No 02_ANA_East_S DW MD 05723624 6/15/2023 2 East Street Out In Total 636 611 F 1247 595 16 Thru Left Peak Hour Data T ° W` North C 7 Peak Hour Begins at 01:00 P G Total Volume r No rn 0 V 91 F+ Thru Ri ht 620 27 615 647 F 1262 Out In Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each A proach Be ins at: 01:00 PM 01:00 PM 12:15 PM +0 mins. 3 140 143 4 3 7 169 7 176 +15 mins. 6 123 129 4 3 7 161 12 173 +30 mins. 2 160 162 6 6 12 141 10 151 +45 mins. 5 16 172 595 177 611 6 4 10 149 8 157 Total Volume 20 16 36 620 37 657 % App. Total 2.6 97.4 55.6 44.4 94.4 5.6 PHF .667 .865 .863 .833 .667 .750 .917 .771 .933 B-11 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name : 02_ANA_East_S DW PM N/S: East Street Site Code : 05723624 E/W: South Driveway Start Date : 6/15/2023 Weather: Clear Page No : 1 Groups Printed- Total Volume East Street South Driveway East Street Southbound Westbound Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 2 197 199 3 6 9 208 15 223 431 04:15 PM 5 227 232 8 4 12 191 7 198 442 04:30 PM 4 193 197 6 2 8 218 6 224 429 04:45 PM 5 223 228 4 4 8 222 9 231 467 Total 16 840 856 21 16 37 839 37 876 1769 05:00 PM 8 229 237 4 5 9 188 14 202 448 05:15 PM 2 207 209 2 6 8 220 14 234 451 05:30 PM 5 203 208 4 3 7 220 17 237 452 05:45 PM 6 171 177 6 6 12 216 12 228 417 Total 21 810 831 16 20 36 844 57 901 1768 Grand Total 37 1650 1687 37 36 73 1683 94 1777 3537 Apprch % 2.2 97.8 50.7 49.3 94.7 5.3 Total % 1 46.6 47.7 1 1 2.1 47.6 2.7 50.2 East Street Southbound South Driveway Westbound East Street Northbound Start Time Left Thru Ipp. Total Left Right App. Total Thru Right A Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hnur fnr FntirP IntPrsPctinn Ranins at 04.45 PM Int. Total 04:45 PM 5 223 228 4 4 8 222 9 231 467 05:00 PM 8 229 237 4 5 9 188 14 202 448 05:15 PM 2 207 209 2 6 8 220 14 234 451 05:30 PM 5 203 208 4 3 7 220 17 237 452 Total Volume 20 862 882 14 18 32 850 54 904 1818 % Am). Total 1 2.3 97.7 43.8 56.2 94 6 PHF .625 .941 .930 .875 .750 .889 .957 .794 .954 .973 B-12 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name N/S: East Street Site Code E/W: South Driveway Start Date Weather: Clear Page No 02—ANA—East—S DW PM 05723624 6/15/2023 2 East Street Out In Total 868 882 1750 862 20 Thru Left Peak Hour Data T ° A North � � C 7 Peak Hour Begins at 04:45 P G Total Volume r a n� 0 ow rn— F+ Thru Ri ht 850 54 876 904 F 1780 Out In Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each A proach Berlins at: 04:15 PM 04:00 PM 04:45 PM +0 mins. 5 227 232 3 6 9 222 9 231 +15 mins. 4 193 197 8 4 12 188 14 202 +30 mins. 5 223 228 6 2 8 220 14 234 +45 mins. 8 229 237 4 4 8 220 17 237 Total Volume 22 872 894 21 16 37 850 54 904 % App. Total 2.5 97.5 56.8 43.2 94 6 PHF .688 .952 .943 .656 .667 .771 .957 .794 .954 B-13 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim N/S: Driveway E/W: Romneya Drive Weather: Clear File Name : 03_ANA_DW_Rom AM Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 Groups Printed- Total Volume Sunkist Auto Care/Exxon Romneya Drive Driveway Romneya Drive Driveway Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru I Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 1 1 0 44 0 44 0 0 0 0 1 15 2 18 63 07:15 AM 0 0 2 2 0 47 1 48 1 0 0 1 0 21 2 23 74 07:30 AM 1 0 0 1 1 47 1 49 3 0 0 3 0 18 0 18 71 07:45 AM 0 0 0 0 0 47 0 47 0 0 0 0 1 17 0 18 65 Total 1 0 3 4 1 185 2 188 4 0 0 4 2 71 4 77 273 08:00 AM 0 0 0 0 1 40 0 41 2 0 1 3 0 16 2 18 62 08:15 AM 0 0 0 0 4 50 0 54 0 0 0 0 0 35 4 39 93 08:30 AM 1 1 0 2 0 43 0 43 4 0 0 4 0 23 3 26 75 08:45 AM 0 0 0 0 0 36 0 36 1 0 1 2 2 14 4 20 58 Total 1 1 0 2 5 169 0 174 7 0 2 9 2 88 13 103 288 Grand Total 2 1 3 6 6 354 2 362 11 0 2 13 4 159 17 180 561 Apprch % 33.3 16.7 50 1.7 97.8 0.6 84.6 0 15.4 2.2 88.3 9.4 Total % 0.4 0.2 0.5 1.1 1.1 63.1 0.4 64.5 2 0 0.4 2.3 0.7 28.3 3 32.1 Sunkist Auto Care/Exxon Romneya Drive Driveway Romneya Drive Driveway Westbound Northbound Eastbound Southbound Start Time Left I Thru Right I App. Total Left I Thru I Right I App. Total Left I Thru Right I App. Total Left I Thru Right I App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hnur fnr FntirP IntPrsPctinn Ranins nt 07.45 AM 07:45 AM 0 0 0 0 0 47 0 47 0 0 0 0 1 17 0 18 65 08:00 AM 0 0 0 0 1 40 0 41 2 0 1 3 0 16 2 18 62 08:15 AM 0 0 0 0 4 50 0 54 0 0 0 0 0 35 4 39 93 08:30 AM 1 1 0 2 0 43 0 43 4 0 0 4 0 23 3 26 75 Total Volume 1 1 0 2 5 180 0 185 6 0 1 7 1 91 9 101 295 % App. Total 1 50 50 0 1 2.7 97.3 0 1 85.7 0 14.3 1 1 90.1 8.9 PHF 1 .250 .250 .000 .250 .313 .900 .000 .856 .375 .000 .250 .438 .250 .650 .563 .647 .793 B-14 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name N/S: Driveway Site Code E/W: Romneya Drive Start Date Weather: Clear Page No 03_ANA_DW_Rom AM 05723624 6/15/2023 2 Sunkist Auto Care/Exxon Driveway Out In Total 2 0 0 1 1 Right T1u Le, ft Peak Hour Data O N t r -� �O '-f0 W � North o �o o 3 c F---+ Peak Hour Begins at 07:45 A 4 2 'w 00 m E o cn 00 Lam Total Volume pi w043 *-i T F+ Left Thru Ri ht 6 0 1 15 7F 22 Out In Total 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 08:00 AM 08:00 AM +0 mins. 0 0 1 1 1 47 1 49 2 0 1 3 0 16 2 18 +15 mins. 0 0 2 2 0 47 0 47 0 0 0 0 0 35 4 39 +30 mins. 1 0 0 1 1 40 0 41 4 0 0 4 0 23 3 26 +45 mins. 0 0 0 0 4 50 0 54 1 0 1 2 2 2 14 88 4 13 20 103 Total Volume 1 0 3 4 6 184 1 191 7 0 2 9 % App. Total 25 0 75 3.1 96.3 0.5 77.8 0 22.2 1.9 85.4 12.6 PHF .250 .000 .375 .500 .375 .920 .250 .884 .438 .000 .500 .563 .250 .629 .813 .660 I�Gv, City of Anaheim N/S: Driveway E/W: Romneya Drive Weather: Clear Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 Groups Printed- Total Volume File Name : 03_ANA_DW_Rom MD Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 Sunkist Auto Care/Exxon Romneya Drive Driveway Romneya Drive Driveway Southbound Westbound Northbound 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 10:00 AM 0 0 0 0 2 23 0 25 2 0 3 5 1 17 3 21 51 10:15 AM 1 0 1 2 1 33 0 34 3 1 0 4 1 17 11 29 69 10:30 AM 1 0 0 1 1 34 1 36 1 0 2 3 0 19 6 25 65 10:45 AM 1 1 2 4 1 36 1 38 6 0 2 8 1 20 3 24 74 Total 3 1 3 7 5 126 2 133 12 1 7 20 3 73 23 99 259 11:00 AM 0 0 0 0 2 32 0 34 5 0 0 5 0 22 3 25 64 11:15 AM 0 0 0 0 2 24 0 26 2 0 0 2 0 17 3 20 48 11:30 AM 0 0 1 1 2 28 0 30 2 0 1 3 0 19 3 22 56 11:45 AM 1 0 0 1 1 32 0 33 0 1 0 1 0 30 8 38 73 Total 1 0 1 2 7 116 0 123 9 1 1 11 0 88 17 105 241 12:00 PM 1 0 0 1 3 29 0 32 4 0 2 6 0 24 10 34 73 12:15 PM 0 1 0 1 2 30 1 33 5 0 5 10 1 34 8 43 87 12:30 PM 1 0 2 3 2 35 1 38 2 0 0 2 0 28 3 31 74 12:45 PM 0 0 0 0 2 46 0 48 4 0 6 10 0 18 4 22 80 Total 2 1 2 5 9 140 2 151 15 0 13 28 1 104 25 130 314 01:00 PM 0 0 1 1 4 44 0 48 5 0 3 8 0 22 5 27 84 01:15 PM 0 0 0 0 2 31 0 33 7 0 2 9 0 25 2 27 69 01:30 PM 0 0 1 1 3 36 0 39 5 0 2 7 0 33 11 44 91 01:45 PM 0 0 0 0 4 34 0 38 4 0 3 7 1 34 7 42 87 Total 0 0 2 2 13 145 0 158 21 0 10 31 1 114 25 140 331 Grand Total 6 2 8 16 34 527 4 565 57 2 31 90 5 379 90 474 1145 Apprch % 37.5 12.5 50 6 93.3 0.7 63.3 2.2 34.4 1.1 80 19 Total % 0.5 0.2 0.7 1.4 3 46 0.3 49.3 5 0.2 2.7 7.9 0.4 33.1 7.9 41.4 Sunkist Auto Care/Exxon Romneya Drive Driveway Romneya Drive Driveway Westbound Northbound Eastbound Southbound Start Time Left I Thru FRight App. Total Left I Thru Right I App. Total Left I Thru Right App. Total Left I Thru Right App. Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM Int. Total 01:00 PM 0 0 1 1 4 44 0 48 5 0 3 8 0 22 5 27 84 01:15 PM 0 0 0 0 2 31 0 33 7 0 2 9 0 25 2 27 69 01:30 PM 0 0 1 1 3 36 0 39 5 0 2 7 0 33 11 44 91 01:45 PM 0 0 0 0 4 34 0 38 4 0 3 7 1 34 7 42 87 Total Volume 0 0 2 2 13 145 0 158 21 0 10 31 1 114 25 140 331 % App. Total 1 0 0 100 1 8.2 91.8 0 1 67.7 0 32.3 1 0.7 81.4 17.9 PHF .000 .000 .500 .500 .813 .824 .000 .823 .750 .000 .833 .861 1 .250 .838 .568 .795 .909 B-16 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name N/S: Driveway Site Code E/W: Romneya Drive Start Date Weather: Clear Page No 03_ANA_DW_Rom MD 05723624 6/15/2023 2 Sunkist Auto Care/Exxon Driveway Out In Total 2 0 2 0 0 Right T1u Le, ft Peak Hour Data M t T �0 North o �o ca 2 Peak Hour Begins at 01:00 P 4 2 p 400 m E CA o 00 ,, N ; Total Volume m 0CC ♦ w N N *-1 T F+ Left Thru Ri ht 21 0 10 38 31F 69 Out In Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 10:00 AM 12:45 PM 12:45 PM 11:45 AM +0 mins. 0 0 0 0 2 46 0 48 4 0 6 10 0 30 8 38 +15 mins. 1 0 1 2 4 44 0 48 5 0 3 8 0 24 10 34 +30 mins. 1 0 0 1 2 31 0 33 7 0 2 9 1 34 8 43 +45 mins. 1 1 2 4 3 36 0 39 5 0 2 7 0 1 28 116 3 29 31 146 Total Volume 3 1 3 7 11 157 0 168 21 0 13 34 % App. Total 42.9 14.3 42.9 6.5 93.5 0 61.8 0 38.2 0.7 79.5 19.9 PHF .750 .250 .375 .438 .688 .853 .000 .875 .750 .000 .542 .850 .250 .853 .725 .849 B-17 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim N/S: Driveway E/W: Romneya Drive Weather: Clear File Name : 03_ANA_DW_Rom PM Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 Sunkist Auto Care/Exxon Romneya Drive Driveway Romneya Drive Driveway Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 0 0 1 3 57 0 60 5 0 5 10 1 46 9 56 127 04:15 PM 0 0 2 2 0 46 2 48 8 0 2 10 0 48 10 58 118 04:30 PM 0 1 1 2 5 43 0 48 4 0 2 6 0 55 10 65 121 04:45 PM 0 0 3 3 3 56 0 59 7 0 2 9 2 47 7 56 127 Total 1 1 6 8 11 202 2 215 24 0 11 35 3 196 36 235 493 05:00 PM 1 0 1 2 2 44 0 46 1 0 2 3 1 36 7 44 95 05:15 PM 0 1 1 2 2 43 0 45 10 0 7 17 0 36 5 41 105 05:30 PM 0 0 1 1 1 61 0 62 7 0 4 11 0 41 7 48 122 05:45 PM 0 0 1 1 1 51 0 52 4 0 3 7 0 36 2 38 98 Total 1 1 4 6 6 199 0 205 22 0 16 38 1 149 21 171 420 Grand Total 2 2 10 14 17 401 2 420 46 0 27 73 4 345 57 406 913 Apprch % 14.3 14.3 71.4 4 95.5 0.5 63 0 37 1 85 14 Total % 0.2 0.2 1.1 1.5 1.9 43.9 0.2 46 5 0 3 8 0.4 37.8 6.2 44.5 Sunkist Auto Care/Exxon Romneya Drive Driveway Romneya Drive Driveway Westbound Northbound Eastbound Southbound Start Time Left Thru Right I App. Total Left I Thru I 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 1 0 0 1 3 57 0 60 5 0 5 10 1 46 9 56 127 04:15 PM 0 0 2 2 0 46 2 48 8 0 2 10 0 48 10 58 118 04:30 PM 0 1 1 2 5 43 0 48 4 0 2 6 0 55 10 65 121 04:45 PM 0 0 3 3 3 56 0 59 7 0 2 9 2 47 7 56 127 Total Volume 1 1 6 8 11 202 2 215 24 0 11 35 3 196 36 235 493 % ADD. Total 12.5 12_5 75 5.1 94 n_9 68.6 0 31.4 1.3 814 15.3 B-18 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name N/S: Driveway Site Code E/W: Romneya Drive Start Date Weather: Clear Page No 03_ANA_DW_Rom PM 05723624 6/15/2023 2 Sunkist Auto Care/Exxon Driveway Out In Total F5 8 F 13 6 1 1 Right T1u Le, ft Peak Hour Data North -� N o C M 0 N — w F� Peak Hour Begins at 04:00 P + No C N V v ao N m ; Total Volume r- m CD ON CC ♦ �� W N + T F+ Left Thru Ri ht 24 0 11 48 35F 83 Out In Total Drmvpwqv 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 04:00 PM 04:45 PM 04:00 PM +0 mins. 0 0 2 2 3 57 0 60 7 0 2 9 1 46 9 56 +15 mins. 0 1 1 2 0 46 2 48 1 0 2 3 0 48 10 58 +30 mins. 0 0 3 3 5 43 0 48 10 0 7 17 0 55 10 65 +45 mins. 1 0 1 2 3 56 0 59 7 0 4 11 2 47 7 56 Total Volume 1 1 7 9 11 202 2 215 25 0 15 40 3 196 36 235 % App. Total 11.1 11.1 77.8 5.1 94 0.9 62.5 0 37.5 1.3 83.4 15.3 PHF .250 .250 .583 .750 .550 .886 .250 .896 .625 .000 .536 .588 .375 .891 .900 .904 B-19 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name : 04_ANA_Briar_DW AM N/S: Briarwood Drive Site Code : 05723624 E/W: Driveway Start Date : 6/15/2023 Weather: Clear Page No : 1 Groups Printed- Total Volume Briarwood Drive Briarwood Drive Driveway Southbound Northbound Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 1 4 5 1 16 17 1 1 2 24 07:15 AM 3 2 5 1 8 9 4 1 5 19 07:30 AM 3 3 6 1 8 9 3 0 3 18 07:45 AM 1 4 5 1 7 8 1 2 3 16 Total 8 13 21 4 39 43 9 4 13 77 08:00 AM 2 2 4 2 11 13 5 0 5 22 08:15 AM 4 1 5 3 5 8 2 2 4 17 08:30 AM 5 4 9 2 2 4 3 2 5 18 08:45 AM 2 1 3 1 1 2 5 1 6 11 Total 13 8 21 8 19 27 15 5 20 68 Grand Total 21 21 42 12 58 70 24 9 33 145 Apprch % 50 50 17.1 82.9 72.7 27.3 Total % 14.5 14.5 29 8.3 40 48.3 16.6 6.2 22.8 Briarwood Drive Southbound Briarwood Drive Northbound Driveway Eastbound Start Time Thru Right Ipp. Total Left Thru App. Total Left Right App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hnur fnr FntirP IntPrsPctinn Ranins at 07.00 AM Int. Total 07:00 AM 1 4 5 1 16 17 1 1 2 24 07:15 AM 3 2 5 1 8 9 4 1 5 19 07:30 AM 3 3 6 1 8 9 3 0 3 18 07:45 AM 1 4 5 1 7 8 1 2 3 16 Total Volume 8 13 21 4 39 43 9 4 13 77 % Am). Total 1 38.1 61.9 9.3 90.7 1 69.2 30.8 PHF 1 .667 .813 .875 1.00 .609 .632 1 .563 .500 .650 .802 B-20 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name N/S: Briarwood Drive Site Code E/W: Driveway Start Date Weather: Clear Page No 04_ANA_Briar_DW AM 05723624 6/15/2023 2 Briarwood Drive Out In Total 48 21 F 69 13 8 Right Thru Peak Hour Data M rn North T6 M J- Begins Peak Hour Be at 07:00 A — 9 t 0 Total Volume O� Z Left Thru 4 39 12 43 F 55 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each A proach Begins at: 07:45 AM 07:00 AM 08:00 AM +0 mins. 1 4 5 1 16 17 5 0 5 +15 mins. 2 2 4 1 8 9 2 2 4 +30 mins. 4 1 5 1 8 9 3 2 5 +45 mins. 5 4 9 1 7 8 5 1 6 Total Volume 12 11 23 4 39 43 15 5 20 % App. Total 52.2 47.8 9.3 90.7 75 25 PHF .600 .688 .639 1.000 .609 .632 .750 .625 .833 B-21 City of Anaheim N/S: Briarwood Drive E/W: Driveway Weather: Clear Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 Groups Printed- Total Volume File Name : 04_ANA_Briar_DW MD Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 Briarwood Drive Briarwood Drive Driveway Southbound Northbound Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 10:00 AM 1 5 6 1 3 4 6 1 7 17 10:15 AM 3 5 8 1 10 11 6 1 7 26 10:30 AM 5 10 15 1 9 10 9 2 11 36 10:45 AM 4 4 8 4 4 8 13 3 16 32 Total 13 24 37 7 26 33 34 7 41 111 11:00 AM 4 4 8 0 2 2 4 4 8 18 11:15 AM 3 2 5 1 6 7 7 4 11 23 11:30 AM 5 1 6 3 11 14 7 2 9 29 11:45 AM 6 4 10 3 0 3 7 5 12 25 Total 18 11 29 7 19 26 25 15 40 95 12:00 PM 5 8 13 6 7 13 7 4 11 37 12:15 PM 5 5 10 0 8 8 10 5 15 33 12:30 PM 5 8 13 2 4 6 8 3 11 30 12:45 PM 1 5 6 1 7 8 11 1 12 26 Total 16 26 42 9 26 35 36 13 49 126 01:00 PM 9 7 16 2 2 4 8 4 12 32 01:15 PM 7 6 13 0 4 4 11 2 13 30 01:30 PM 11 8 19 0 9 9 5 2 7 35 01:45 PM 8 12 20 5 3 8 12 2 14 42 Total 35 33 68 7 18 25 36 10 46 139 Grand Total 82 94 176 30 89 119 131 45 176 471 Apprch % 46.6 53.4 25.2 74.8 74.4 25.6 Total % 17.4 20 37.4 6.4 18.9 25.3 27.8 9.6 37.4 Briarwood Drive Southbound Briarwood Drive Northbound Driveway Eastbound Start Time Thru Right I App. Total Left Thru App. Total Left Right App. Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM 01:00 PM 9 7 16 01:15 PM 7 6 13 01:30 PM 11 8 19 01:45 PM 8 12 20 Total Volume 35 33 68 % Am). Total 1 51.5 48.5 Int. Total 2 4 8 4 12 32 4 4 11 2 13 30 9 9 5 2 7 35 3 8 12 2 14 42 18 25 36 10 46 139 B-22 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name : 04_ANA_Briar_DW MD N/S: Briarwood Drive Site Code : 05723624 E/W: Driveway Start Date : 6/15/2023 Weather: Clear Page No : 2 Briarwood Drive Out In Total 54 68 F 122 33 35 Right Thru Peak Hour Data North 3�v � — o Peak Hour Begins at 01:00 P � t 0 Total Volume O Z Left Thru 7 18 45 25 F 70 Out In Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each A proach Begins at: 01:00 PM 11:30 AM 12:15 PM +0 mins. 9 7 16 3 11 14 10 5 15 +15 mins. 7 6 13 3 0 3 8 3 11 +30 mins. 11 8 19 6 7 13 11 1 12 +45 mins. 8 12 20 0 8 8 8 4 12 Total Volume 35 33 68 12 26 38 37 13 50 % App. Total 51.5 48.5 31.6 68.4 74 26 PHF .795 .688 .850 .500 .591 .679 .841 .650 .833 B-23 City of Anaheim N/S: Briarwood Drive E/W: Driveway Weather: Clear Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 Groups Printed- Total Volume File Name : 04_ANA_Briar_DW PM Site Code : 05723624 Start Date : 6/15/2023 Page No : 1 Briarwood Drive Briarwood Drive Driveway Southbound Northbound Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 3 6 9 2 5 7 15 5 20 36 04:15 PM 7 7 14 2 10 12 13 3 16 42 04:30 PM 12 5 17 2 6 8 16 6 22 47 04:45 PM 12 7 19 6 14 20 15 2 17 56 Total 34 25 59 12 35 47 59 16 75 181 05:00 PM 6 6 12 1 7 8 9 7 16 36 05:15 PM 8 7 15 3 7 10 17 6 23 48 05:30 PM 6 9 15 1 10 11 14 5 19 45 05:45 PM 11 12 23 2 10 12 16 5 21 56 Total 31 34 65 7 34 41 56 23 79 185 Grand Total 65 59 124 19 69 88 115 39 154 366 Apprch % 52.4 47.6 21.6 78.4 74.7 25.3 Total % 17.8 16.1 33.9 5.2 18.9 24 31.4 10.7 4, Briarwood Drive Southbound Briarwood Drive Northbound Driveway Eastbound Start Time Thru Right Ipp. Total Left Thru App. Total Left Right App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hnur fnr FntirP IntPrsPctinn Ranins at 04.30 PM Int. Total 04:30 PM 12 5 17 2 6 8 16 6 22 47 04:45 PM 12 7 19 6 14 20 15 2 17 56 05:00 PM 6 6 12 1 7 8 9 7 16 36 05:15 PM 8 7 15 3 7 10 17 6 23 48 Total Volume 38 25 63 12 34 46 57 21 78 187 % Am). Total 1 60.3 39.7 26.1 73.9 1 73.1 26.9 PHF 1 .792 .893 .829 .500 .607 .575 .838 .750 .848 .835 B-24 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 City of Anaheim File Name N/S: Briarwood Drive Site Code E/W: Driveway Start Date Weather: Clear Page No 04_ANA_Briar_DW PM 05723624 6/15/2023 2 Briarwood Drive Out In Total 91 63 1 154 25 38 Right Thru Peak Hour Data } North W JJ 3 c Peak Hour Begins at 04:30 P N t � y Total Volume OM Z Left Thru 12 34 59 46 F 105 Out In Total Rr4arwonri Drive Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each A proach Berlins at: 05:00 PM 04:45 PM 05:00 PM +0 mins. 6 6 12 6 14 20 9 7 16 +15 mins. 8 7 15 1 7 8 17 6 23 +30 mins. 6 9 15 3 7 10 14 5 19 +45 mins. 11 31 12 34 23 65 1 10 11 16 5 21 Total Volume 11 38 49 56 23 79 % App. Total 47.7 52.3 22.4 77.6 70.9 29.1 PHF .705 .708 .707 .458 .679 .613 .824 .821 .859 APPENDIX C INTERSECTION LEVEL OF SERVICE CALCULATION WORKSHEETS LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-23-4635-1 Starbucks at Gonzalez Plaza, Anaheim N:\4600\2234635 - Starbucks at Gonzalez Plaza, Anaheim\Letters\Appcndtx\4635 Dividers.doc C-1 APPENDIX C-I EXISTING TRAFFIC CONDITIONS c-2 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 1: 1 AM Existi Intersection Level Of Service Report Intersection 1: East Street at Project Driveway No. 1 Two-way stop Delay (sec / veh): 20.9 HCM 7th Edition Level Of Service: C 15 minutes Volume to Capacity (v/c): 0.009 Name East Street East Street Project Driveway No. 1 Approach Northbound Southbound Westbound Lane Configuration IF r1 1 r r 1 1 �'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 1 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 1 Base Volume Input [veh/h] 728 3 6 559 2 23 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 728 3 6 559 2 23 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 182 1 2 140 1 6 Total Analysis Volume [veh/h] 728 3 6 559 2 23 Pedestrian Volume [ped/h] 0 C-3 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 1: 1 AM Existi Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.01 0.04 d_M, Delay for Movement [s/veh] 9.17 20.91 11.01 Movement LOS A A A A C B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.02 0.00 0.14 0.14 95th-Percentile Queue Length [ft/In] 0.00 0.00 0.52 0.00 3.53 3.53 d A, Approach Delay [s/veh] 0.00 0.10 11.80 Approach LOS A A B d I, Intersection Delay [s/veh] 0.26 Intersection LOS C G4 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 1: 1 AM Existi Intersection Level Of Service Report Intersection 2: East Street at Project Driveway No. 2 Two-way stop Delay (sec / veh): 20.7 HCM 7th Edition Level Of Service: C 15 minutes Volume to Capacity (v/c): 0.038 Name East Street East Street Project Driveway No. 2 Approach Northbound Southbound Westbound Lane Configuration i F r1 1 r r 1 1 "r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 2 Base Volume Input [veh/h] 703 18 7 545 9 5 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 703 18 7 545 9 5 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 176 5 2 136 2 1 Total Analysis Volume [veh/h] 703 18 7 545 9 5 Pedestrian Volume [ped/h] 0 G5 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 1: 1 AM Existi Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.04 0.01 d_M, Delay for Movement [s/veh] 9.14 20.66 11.22 Movement LOS A A A A C B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.02 0.00 0.14 0.14 95th-Percentile Queue Length [ft/In] 0.00 0.00 0.60 0.00 3.57 3.57 d A, Approach Delay [s/veh] 0.00 0.12 17.29 Approach LOS A A C d I, Intersection Delay [s/veh] 0.24 Intersection LOS C C-6 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 1: 1 AM Existi Intersection Level Of Service Report Intersection 3: Project Driveway No. 3 at Romneya Drive Two-way stop Delay (sec / veh): 10.9 HCM 7th Edition Level Of Service: B 15 minutes Volume to Capacity (v/c): 0.002 Name Project Driveway No. 3 Project Driveway No. 3 Romneya Drive Romneya Drive Approach Northbound Southbound Eastbound Westbound Lane Configuration 1"t'► + + + Turning Movement Left T1hru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes No No Volumes Name Project Driveway No. 3 Project Driveway No. 3 Romneya Drive Romneya Drive Base Volume Input [veh/h] 6 0 1 1 1 1 1 0 1 91 9 5 180 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 1 2.00 1 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 6 0 1 1 1 0 1 91 9 5 180 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 0 0 0 0 0 0 23 2 1 45 0 Total Analysis Volume [veh/h] 6 0 1 1 1 0 1 91 9 5 180 0 Pedestrian Volume [ped/h] 0 0 C-7 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 1: 1 AM Existi Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two -Stage Gap Acceptance No No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [s/veh] 10.51 10.86 8.80 10.47 10.86 b 7.58 7.42 0.00 Movement LOS B B A B B A A A A A 95th-Percentile Queue Length [veh/In] 0.03 0.03 0.03 0.01 0.01 0 0.00 0.00 0.00 0.01 0.01 95th-Percentile Queue Length [ft/In] 0.77 r) 77 0.77 0.24 0.24 1 0.�_ . 0.04 0.04 0.04 0.21 0.21 d A, Approach Delay [s/veh] 10.26 10.67 0.08 0.20 Approach LOS B B A A d I, Intersection Delay [s/veh] 0.47 Intersection LOS B C-8 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 1: 1 AM Existi Intersection Level Of Service Report Intersection 4: Briarwood Street at Project Driveway No. 4 Two-way stop Delay (sec / veh): 8.9 HCM 7th Edition Level Of Service: A 15 minutes Volume to Capacity (v/c): 0.010 Name Briarwood Street Briarwood Street Project Driveway No. 4 Approach Northbound Southbound Eastbound Lane Configuration �"r r"►'► Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 25.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name Briarwood Street Briarwood Street Project Driveway No. 4 Base Volume Input [veh/h] 4 39 8 13 9 4 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 4 39 8 13 9 4 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 10 2 3 2 1 Total Analysis Volume [veh/h] 4 39 8 13 9 4 Pedestrian Volume [ped/h] 0 C-9 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 1: 1 AM Existi Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.01 0.00 d_M, Delay for Movement [s/veh] 7.26 8.87 8.43 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0.01 0.01 0.00 0.00 0.04 0.04 95th-Percentile Queue Length [ft/In] 0.17 0.17 0.00 0.00 1.01 1.01 d A, Approach Delay [s/veh] 0.68 0.00 8.73 Approach LOS A A A d I, Intersection Delay [s/veh] 1.85 Intersection LOS A C-10 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 2: 2 PM Existi Intersection Level Of Service Report Intersection 1: East Street at Project Driveway No. 1 Two-way stop Delay (sec / veh): 33.2 HCM 7th Edition Level Of Service: D 15 minutes Volume to Capacity (v/c): 0.101 Name East Street East Street Project Driveway No. 1 Approach Northbound Southbound Westbound Lane Configuration IF r1 1 r r 1 1 �'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 1 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 1 Base Volume Input [veh/h] 839 15 30 863 14 29 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 839 15 30 863 14 29 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 210 4 8 216 4 7 Total Analysis Volume [veh/h] 839 15 30 863 14 29 Pedestrian Volume [ped/h] 0 C-11 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 2: 2 PM Existi Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 0.10 0.05 d_M, Delay for Movement [s/veh] 9.79 33.19 13.49 Movement LOS A A A A D B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.12 0.00 0.53 0.53 95th-Percentile Queue Length [ft/In] 0.00 0.00 2.99 0.00 13.14 13.14 d A, Approach Delay [s/veh] 0.00 0.33 19.91 Approach LOS A A C d I, Intersection Delay [s/veh] 0.64 Intersection LOS D C-12 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 2: 2 PM Existi Intersection Level Of Service Report Intersection 2: East Street at Project Driveway No. 2 Two-way stop Delay (sec / veh): 33.3 HCM 7th Edition Level Of Service: D 15 minutes Volume to Capacity (v/c): 0.101 Name East Street East Street Project Driveway No. 2 Approach Northbound Southbound Westbound Lane Configuration i F r1 1 r r 1 1 "r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 2 Base Volume Input [veh/h] 850 54 20 862 14 18 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 850 54 20 862 14 18 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 213 14 5 216 4 5 Total Analysis Volume [veh/h] 850 54 20 862 14 18 Pedestrian Volume [ped/h] 0 C-13 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 2: 2 PM Existi Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 0.10 0.03 d_M, Delay for Movement [s/veh] 9.95 33.33 13.80 Movement LOS A A A A D B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.08 0.00 0.45 0.45 95th-Percentile Queue Length [ft/In] 0.00 0.00 2.06 0.00 11.37 11.37 d A, Approach Delay [s/veh] 0.00 0.23 22.34 Approach LOS A A C d I, Intersection Delay [s/veh] 0.50 Intersection LOS D C-14 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 2: 2 PM Existi Intersection Level Of Service Report Intersection 3: Project Driveway No. 3 at Romneya Drive Two-way stop Delay (sec / veh): 12.5 HCM 7th Edition Level Of Service: B 15 minutes Volume to Capacity (v/c): 0.047 Name Project Driveway No. 3 Project Driveway No. 3 Romneya Drive Romneya Drive Approach Northbound Southbound Eastbound Westbound Lane Configuration 1"t'► Turning Movement Left T1hru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes No No Volumes Name Project Driveway No. 3 Project Driveway No. 3 Romneya Drive Romneya Drive Base Volume Input [veh/h] 24 0 11 1 1 1 1 6 3 196 36 11 202 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 1 2.00 1 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 24 0 11 1 1 6 3 196 36 11 202 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 6 0 3 0 0 2 1 49 9 3 51 1 Total Analysis Volume [veh/h] 24 0 11 1 1 6 3 196 36 11 202 2 Pedestrian Volume [ped/h] 0 0 C- l 5 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 2: 2 PM Existi Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] Two -Stage Gap Acceptance No No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.05 0.00 0.01 0.00 0.00 0.01 0.00 0.01 0.00 d_M, Delay for Movement [s/veh] 12.46 12.58 9.76 12.17 12.40 9.35 7.64 7.71 0.00 Movement LOS B B A B B A A A A A A A 95th-Percentile Queue Length [veh/In] 0.19 0.19 0.19 0.03 0.03 0.03 0.01 0.01 0.01 0.02 0.02 0.02 95th-Percentile Queue Length [ft/In] 4.81 a R1 4.81 0.85 0.85 0.85 0.13 0.13 0.13 0.46 0.46 0.46 d A, Approach Delay [s/veh] 11.61 10.09 0.10 0.39 Approach LOS B B A A d I, Intersection Delay [s/veh] 1.21 Intersection LOS B C-16 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 2: 2 PM Existi Intersection Level Of Service Report Intersection 4: Briarwood Street at Project Driveway No. 4 Two-way stop Delay (sec / veh): 9.4 HCM 7th Edition Level Of Service: A 15 minutes Volume to Capacity (v/c): 0.065 Name Briarwood Street Briarwood Street Project Driveway No. 4 Approach Northbound Southbound Eastbound Lane Configuration �"r r"►'► Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 25.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name Briarwood Street Briarwood Street Project Driveway No. 4 Base Volume Input [veh/h] 12 34 38 25 57 21 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 12 34 38 25 57 21 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 3 9 10 6 14 5 Total Analysis Volume [veh/h] 12 34 38 25 57 21 Pedestrian Volume [ped/h] 0 C-17 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 2: 2 PM Existi Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.06 0.02 d_M, Delay for Movement [s/veh] 7.35 9.45 8.90 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0.02 0.02 0.00 0.00 0.28 0.28 95th-Percentile Queue Length [ft/In] 0.50 0.50 0.00 0.00 6.97 6.97 d A, Approach Delay [s/veh] 1.92 0.00 9.30 Approach LOS A A A d I, Intersection Delay [s/veh] 4.35 Intersection LOS A C-18 APPENDIX C-II EXISTING TRAFFIC CONDITIONS WITHOUT SOLO 98+ STORE TRAFFIC C-19 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 3: 3 AM Existinq Without Solo 98+ Store Intersection Level Of Service Report Intersection 1: East Street at Project Driveway No. 1 Two-way stop Delay (sec / veh): 10.9 HCM 7th Edition Level Of Service: B 15 minutes Volume to Capacity (v/c): 0.033 Name East Street East Street Project Driveway No. 1 Approach Northbound Southbound Westbound Lane Configuration IF r1 1 r r 1 1 �'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 1 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 1 Base Volume Input [veh/h] 728 0 4 559 0 21 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 728 0 4 559 0 21 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 182 0 1 140 0 5 Total Analysis Volume [veh/h] 728 0 4 559 0 21 Pedestrian Volume [ped/h] 0 C-20 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 3: 3 AM Existinq Without Solo 98+ Store Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.00 0.03 d_M, Delay for Movement [s/veh] 9.15 10.88 Movement LOS A A A B 95th-Percentile Queue Length [veh/In] 0.00 0.01 0.00 0.10 95th-Percentile Queue Length [ft/In] 0.00 0.35 0.00 2.57 d A, Approach Delay [s/veh] 0.00 0.07 10.88 Approach LOS A A B d I, Intersection Delay [s/veh] 0.20 Intersection LOS B C-21 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 3: 3 AM Existinq Without Solo 98+ Store Intersection Level Of Service Report Intersection 2: East Street at Project Driveway No. 2 Two-way stop Delay (sec / veh): 20.6 HCM 7th Edition Level Of Service: C 15 minutes Volume to Capacity (v/c): 0.038 Name East Street East Street Project Driveway No. 2 Approach Northbound Southbound Westbound Lane Configuration i F r1 1 r r 1 1 "r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 2 Base Volume Input [veh/h] 700 18 7 543 9 5 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 700 18 7 543 9 5 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 175 5 2 136 2 1 Total Analysis Volume [veh/h] 700 18 7 543 9 5 Pedestrian Volume [ped/h] 0 C-22 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 3: 3 AM Existinq Without Solo 98+ Store Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.04 0.01 d_M, Delay for Movement [s/veh] 9.13 20.57 11.20 Movement LOS A A A A C B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.02 0.00 0.14 0.14 95th-Percentile Queue Length [ft/In] 0.00 0.00 0.60 0.00 3.55 3.55 d A, Approach Delay [s/veh] 0.00 0.12 17.22 Approach LOS A A C d I, Intersection Delay [s/veh] 0.24 Intersection LOS C C-23 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 3: 3 AM Existinq Without Solo 98+ Store Intersection Level Of Service Report Intersection 3: Project Driveway No. 3 at Romneya Drive Two-way stop Delay (sec / veh): 10.8 HCM 7th Edition Level Of Service: B 15 minutes Volume to Capacity (v/c): 0.002 Name Project Driveway No. 3 Project Driveway No. 3 Romneya Drive Romneya Drive Approach Northbound Southbound Eastbound Westbound Lane Configuration 1"t'► Turning Movement Left T1hru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes No No Volumes Name Project Driveway No. 3 Project Driveway No. 3 Romneya Drive Romneya Drive Base Volume Input [veh/h] 4 0 0 1 1 1 1 0 1 91 7 5 180 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 1 2.00 1 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 4 0 0 1 1 0 1 91 7 5 180 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 0 0 0 0 0 0 23 2 1 45 0 Total Analysis Volume [veh/h] 4 0 0 1 1 0 1 91 7 5 180 0 Pedestrian Volume [ped/h] 0 0 C-24 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 3: 3 AM Existinq Without Solo 98+ Store Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] 0 Two -Stage Gap Acceptance No No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [s/veh] 10.48 10.84 10.45 10.85 b 7.58 7.41 0.00 Movement LOS B B B B A A A A A 95th-Percentile Queue Length [veh/In] 0.02 0.02 0.01 0.01 0 0.00 0.00 0.00 0.01 0.01 95th-Percentile Queue Length [ft/In] 0.46 n dF 0.24 0.24 1 0.�_ . 0.04 0.04 0.04 0.21 0.21 d A, Approach Delay [s/veh] 10.48 10.65 0.08 0.20 Approach LOS B B A A d I, Intersection Delay [s/veh] 0.37 Intersection LOS B C-25 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 3: 3 AM Existinq Without Solo 98+ Store Intersection Level Of Service Report Intersection 4: Briarwood Street at Project Driveway No. 4 Two-way stop Delay (sec / veh): 8.9 HCM 7th Edition Level Of Service: A 15 minutes Volume to Capacity (v/c): 0.010 Name Briarwood Street Briarwood Street Project Driveway No. 4 Approach Northbound Southbound Eastbound Lane Configuration �"r r"►'► Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 25.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name Briarwood Street Briarwood Street Project Driveway No. 4 Base Volume Input [veh/h] 4 39 8 12 9 4 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 4 39 8 12 9 4 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 10 2 3 2 1 Total Analysis Volume [veh/h] 4 39 8 12 9 4 Pedestrian Volume [ped/h] 0 C-26 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 3: 3 AM Existinq Without Solo 98+ Store Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.01 0.00 d_M, Delay for Movement [s/veh] 7.26 8.87 8.43 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0.01 0.01 0.00 0.00 0.04 0.04 95th-Percentile Queue Length [ft/In] 0.17 0.17 0.00 0.00 1.01 1.01 d A, Approach Delay [s/veh] 0.68 0.00 8.73 Approach LOS A A A d I, Intersection Delay [s/veh] 1.88 Intersection LOS A C-27 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 4: 4 PM Existinq Without Solo 98+ Store Intersection Level Of Service Report Intersection 1: East Street at Project Driveway No. 1 Two-way stop Delay (sec / veh): 31.8 HCM 7th Edition Level Of Service: D 15 minutes Volume to Capacity (v/c): 0.050 Name East Street East Street Project Driveway No. 1 Approach Northbound Southbound Westbound Lane Configuration IF r1 1 r r 1 1 �'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 1 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 1 Base Volume Input [veh/h] 842 8 28 866 7 24 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 842 8 28 866 7 24 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 211 2 7 217 2 6 Total Analysis Volume [veh/h] 842 8 28 866 7 24 Pedestrian Volume [ped/h] 0 C-28 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 4: 4 PM Existinq Without Solo 98+ Store Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 0.05 0.04 d_M, Delay for Movement [s/veh] 9.76 31.83 12.30 Movement LOS A A A A D B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.11 0.00 0.30 0.30 95th-Percentile Queue Length [ft/In] 0.00 0.00 2.77 0.00 7.51 7.51 d A, Approach Delay [s/veh] 0.00 0.31 16.71 Approach LOS A A C d I, Intersection Delay [s/veh] 0.45 Intersection LOS D C-29 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 4: 4 PM Existinq Without Solo 98+ Store Intersection Level Of Service Report Intersection 2: East Street at Project Driveway No. 2 Two-way stop Delay (sec / veh): 33.1 HCM 7th Edition Level Of Service: D 15 minutes Volume to Capacity (v/c): 0.100 Name East Street East Street Project Driveway No. 2 Approach Northbound Southbound Westbound Lane Configuration i F r1 1 r r 1 1 "r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 2 Base Volume Input [veh/h] 846 54 20 858 14 18 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 846 54 20 858 14 18 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 212 14 5 215 4 5 Total Analysis Volume [veh/h] 846 54 20 858 14 18 Pedestrian Volume [ped/h] 0 C-30 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 4: 4 PM Existinq Without Solo 98+ Store Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 0.10 0.03 d_M, Delay for Movement [s/veh] 9.93 33.06 13.74 Movement LOS A A A A D B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.08 0.00 0.45 0.45 95th-Percentile Queue Length [ft/In] 0.00 0.00 2.05 0.00 11.27 11.27 d A, Approach Delay [s/veh] 0.00 0.23 22.19 Approach LOS A A C d I, Intersection Delay [s/veh] 0.50 Intersection LOS D C-31 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 4: 4 PM Existinq Without Solo 98+ Store Intersection Level Of Service Report Intersection 3: Project Driveway No. 3 at Romneya Drive Two-way stop Delay (sec / veh): 12.4 HCM 7th Edition Level Of Service: B 15 minutes Volume to Capacity (v/c): 0.043 Name Project Driveway No. 3 Project Driveway No. 3 Romneya Drive Romneya Drive Approach Northbound Southbound Eastbound Westbound Lane Configuration 1"t'► Turning Movement Left T1hru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes No No Volumes Name Project Driveway No. 3 Project Driveway No. 3 Romneya Drive Romneya Drive Base Volume Input [veh/h] 22 0 10 1 1 1 1 6 3 196 31 10 202 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 1 2.00 1 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 22 0 10 1 1 6 3 196 31 10 202 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 F1. 0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 6 0 3 0 0 2 1 49 8 3 51 1 Total Analysis Volume [veh/h] 22 0 10 1 1 6 3 196 31 10 202 2 Pedestrian Volume [ped/h] 0 0 C-32 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 4: 4 PM Existinq Without Solo 98+ Store Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] 0 Two -Stage Gap Acceptance No No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 0.00 0.01 0.00 0.00 0.01 0.00 0.01 0.00 d_M, Delay for Movement [s/veh] 12.37 12.49 9.70 12.10 12.33 9.35 7.64 7.70 0.00 Movement LOS B B A B B A A A A A A A 95th-Percentile Queue Length [veh/In] 0.17 0.17 0.17 0.03 0.03 0.03 0.01 0.01 0.01 0.02 0.02 0.02 95th-Percentile Queue Length [ft/In] 4.35 a ';F 4.35 0.84 0.84 0.84 0.13 0.13 0.13 0.42 0.42 0.42 d A, Approach Delay [s/veh] 11.53 10.07 0.10 0.36 Approach LOS B B A A d I, Intersection Delay [s/veh] 1.14 Intersection LOS B C-33 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 4: 4 PM Existinq Without Solo 98+ Store Intersection Level Of Service Report Intersection 4: Briarwood Street at Project Driveway No. 4 Two-way stop Delay (sec / veh): 9.4 HCM 7th Edition Level Of Service: A 15 minutes Volume to Capacity (v/c): 0.063 Name Briarwood Street Briarwood Street Project Driveway No. 4 Approach Northbound Southbound Eastbound Lane Configuration �"r r"►'► Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 25.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name Briarwood Street Briarwood Street Project Driveway No. 4 Base Volume Input [veh/h] 11 34 38 24 56 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 11 34 38 24 56 20 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 3 9 10 6 14 5 Total Analysis Volume [veh/h] 11 34 38 24 56 20 Pedestrian Volume [ped/h] 0 C-34 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 4: 4 PM Existinq Without Solo 98+ Store Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.06 0.02 d_M, Delay for Movement [s/veh] 7.35 9.42 8.89 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0.02 0.02 0.00 0.00 0.27 0.27 95th-Percentile Queue Length [ft/In] 0.46 0.46 0.00 0.00 6.76 6.76 d A, Approach Delay [s/veh] 1.80 0.00 9.28 Approach LOS A A A d I, Intersection Delay [s/veh] 4.30 Intersection LOS A C-35 APPENDIX C-III BASELINE TRAFFIC CONDITIONS WITH ROMNEYA DRIVE ACCESS CLOSURE C-36 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 5: 5 AM Existinq Without Solo 98+ Store With Dwv Closure Intersection Level Of Service Report Intersection 1: East Street at Project Driveway No. 1 Two-way stop Delay (sec / veh): 10.9 HCM 7th Edition Level Of Service: B 15 minutes Volume to Capacity (v/c): 0.040 Name East Street East Street Project Driveway No. 1 Approach Northbound Southbound Westbound Lane Configuration IF r1 1 r r 1 1 �'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 1 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 1 Base Volume Input [veh/h] 728 0 11 559 0 25 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 728 0 11 559 0 25 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 182 0 3 140 0 6 Total Analysis Volume [veh/h] 728 0 11 559 0 25 Pedestrian Volume [ped/h] 0 C-37 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 5: 5 AM Existinq Without Solo 98+ Store With Dwv Closure Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.00 0.04 d_M, Delay for Movement [s/veh] 9.18 10.92 Movement LOS A A A B 95th-Percentile Queue Length [veh/In] 0.00 0.04 0.00 0.12 95th-Percentile Queue Length [ft/In] 0.00 0.96 0.00 3.08 d A, Approach Delay [s/veh] 0.00 0.18 10.92 Approach LOS A A B d I, Intersection Delay [s/veh] 0.28 Intersection LOS B C-38 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 5: 5 AM Existinq Without Solo 98+ Store With Dwv Closure Intersection Level Of Service Report Intersection 2: East Street at Project Driveway No. 2 Two-way stop Delay (sec / veh): 20.6 HCM 7th Edition Level Of Service: C 15 minutes Volume to Capacity (v/c): 0.038 Name East Street East Street Project Driveway No. 2 Approach Northbound Southbound Westbound Lane Configuration i F r1 1 r r 1 1 "r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 2 Base Volume Input [veh/h] 700 18 7 543 9 5 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 700 18 7 543 9 5 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 175 5 2 136 2 1 Total Analysis Volume [veh/h] 700 18 7 543 9 5 Pedestrian Volume [ped/h] 0 C-39 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 5: 5 AM Existinq Without Solo 98+ Store With Dwv Closure Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.04 0.01 d_M, Delay for Movement [s/veh] 9.13 20.57 11.20 Movement LOS A A A A C B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.02 0.00 0.14 0.14 95th-Percentile Queue Length [ft/In] 0.00 0.00 0.60 0.00 3.55 3.55 d A, Approach Delay [s/veh] 0.00 0.12 17.22 Approach LOS A A C d I, Intersection Delay [s/veh] 0.24 Intersection LOS C C-40 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 5: 5 AM Existinq Without Solo 98+ Store With Dwv Closure Intersection Level Of Service Report Intersection 4: Briarwood Street at Project Driveway No. 4 Two-way stop Delay (sec / veh): 8.9 HCM 7th Edition Level Of Service: A 15 minutes Volume to Capacity (v/c): 0.010 Name Briarwood Street Briarwood Street Project Driveway No. 4 Approach Northbound Southbound Eastbound Lane Configuration �"r r"►'► Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 25.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name Briarwood Street Briarwood Street Project Driveway No. 4 Base Volume Input [veh/h] 4 39 8 18 9 4 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 4 39 8 18 9 4 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 10 2 5 2 1 Total Analysis Volume [veh/h] 4 39 8 18 9 4 Pedestrian Volume [ped/h] 0 C-41 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 5: 5 AM Existinq Without Solo 98+ Store With Dwv Closure Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.01 0.00 d_M, Delay for Movement [s/veh] 7.27 8.88 8.44 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0.01 0.01 0.00 0.00 0.04 0.04 95th-Percentile Queue Length [ft/In] 0.17 0.17 0.00 0.00 1.01 1.01 d A, Approach Delay [s/veh] 0.68 0.00 8.75 Approach LOS A A A d I, Intersection Delay [s/veh] 1.74 Intersection LOS A C-42 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 6: 6 PM Existinq Without Solo 98+ Store With Dwv Closure Intersection Level Of Service Report Intersection 1: East Street at Project Driveway No. 1 Two-way stop Delay (sec / veh): 36.0 HCM 7th Edition Level Of Service: E 15 minutes Volume to Capacity (v/c): 0.057 Name East Street East Street Project Driveway No. 1 Approach Northbound Southbound Westbound Lane Configuration IF r1 1 r r 1 1 �'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 1 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 1 Base Volume Input [veh/h] 842 8 59 866 7 46 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 842 8 59 866 7 46 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 211 2 15 217 2 12 Total Analysis Volume [veh/h] 842 8 59 866 7 46 Pedestrian Volume [ped/h] 0 C-43 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 6: 6 PM Existinq Without Solo 98+ Store With Dwv Closure Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.08 0.06 0.08 d_M, Delay for Movement [s/veh] 9.97 35.98 12.70 Movement LOS A A A A E B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.24 0.00 0.47 0.47 95th-Percentile Queue Length [ft/In] 0.00 0.00 6.09 0.00 11.77 11.77 d A, Approach Delay [s/veh] 0.00 0.64 15.78 Approach LOS A A C d I, Intersection Delay [s/veh] 0.78 Intersection LOS E C-44 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 6: 6 PM Existinq Without Solo 98+ Store With Dwv Closure Intersection Level Of Service Report Intersection 2: East Street at Project Driveway No. 2 Two-way stop Delay (sec / veh): 33.1 HCM 7th Edition Level Of Service: D 15 minutes Volume to Capacity (v/c): 0.100 Name East Street East Street Project Driveway No. 2 Approach Northbound Southbound Westbound Lane Configuration i F r1 1 r r 1 1 "r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 2 Base Volume Input [veh/h] 846 54 20 858 14 18 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 846 54 20 858 14 18 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 212 14 5 215 4 5 Total Analysis Volume [veh/h] 846 54 20 858 14 18 Pedestrian Volume [ped/h] 0 C-45 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 6: 6 PM Existinq Without Solo 98+ Store With Dwv Closure Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 0.10 0.03 d_M, Delay for Movement [s/veh] 9.93 33.06 13.74 Movement LOS A A A A D B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.08 0.00 0.45 0.45 95th-Percentile Queue Length [ft/In] 0.00 0.00 2.05 0.00 11.27 11.27 d A, Approach Delay [s/veh] 0.00 0.23 22.19 Approach LOS A A C d I, Intersection Delay [s/veh] 0.50 Intersection LOS D C-46 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 6: 6 PM Existinq Without Solo 98+ Store With Dwv Closure Intersection Level Of Service Report Intersection 4: Briarwood Street at Project Driveway No. 4 Two-way stop Delay (sec / veh): 9.5 HCM 7th Edition Level Of Service: A 15 minutes Volume to Capacity (v/c): 0.075 Name Briarwood Street Briarwood Street Project Driveway No. 4 Approach Northbound Southbound Eastbound Lane Configuration �"r r"►'► Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 25.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name Briarwood Street Briarwood Street Project Driveway No. 4 Base Volume Input [veh/h] 11 34 38 35 66 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 11 34 38 35 66 20 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 3 9 10 9 17 5 Total Analysis Volume [veh/h] 11 34 38 35 66 20 Pedestrian Volume [ped/h] 0 C-47 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 6: 6 PM Existinq Without Solo 98+ Store With Dwv Closure Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.08 0.02 d_M, Delay for Movement [s/veh] 7.37 9.51 8.98 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0.02 0.02 0.00 0.00 0.31 0.31 95th-Percentile Queue Length [ft/In] 0.46 0.46 0.00 0.00 7.84 7.84 d A, Approach Delay [s/veh] 1.80 0.00 9.39 Approach LOS A A A d I, Intersection Delay [s/veh] 4.35 Intersection LOS A C-48 APPENDIX C-1 V BASELINE PLUS PROJECT TRAFFIC CONDITIONS C-49 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 7: 7 AM Existinq Without Solo 98+ Store With Dwv Closure With Protect Intersection Level Of Service Report Intersection 1: East Street at Project Driveway No. 1 Two-way stop Delay (sec / veh): 24.3 HCM 7th Edition Level Of Service: C 15 minutes Volume to Capacity (v/c): 0.105 Name East Street East Street Project Driveway No. 1 Approach Northbound Southbound Westbound Lane Configuration IF r1 1 r r 1 1 �'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 1 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 1 Base Volume Input [veh/h] 716 23 33 546 22 47 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 716 23 33 546 22 47 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 179 6 8 137 6 12 Total Analysis Volume [veh/h] 716 23 33 546 22 47 Pedestrian Volume [ped/h] 0 C-50 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 7: 7 AM Existinq Without Solo 98+ Store With Dwv Closure With Protect Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 0.11 0.07 d_M, Delay for Movement [s/veh] 9.34 24.30 12.79 Movement LOS A A A A C B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.12 0.00 0.65 0.65 95th-Percentile Queue Length [ft/In] 0.00 0.00 2.98 0.00 16.22 16.22 d A, Approach Delay [s/veh] 0.00 0.53 16.46 Approach LOS A A C d I, Intersection Delay [s/veh] 1.04 Intersection LOS C C-51 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 7: 7 AM Existinq Without Solo 98+ Store With Dwv Closure With Protect Intersection Level Of Service Report Intersection 2: East Street at Project Driveway No. 2 Two-way stop Delay (sec / veh): 21.0 HCM 7th Edition Level Of Service: C 15 minutes Volume to Capacity (v/c): 0.038 Name East Street East Street Project Driveway No. 2 Approach Northbound Southbound Westbound Lane Configuration i F r1 1 r r 1 1 "r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 2 Base Volume Input [veh/h] 711 18 7 553 9 5 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 711 18 7 553 9 5 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 178 5 2 138 2 1 Total Analysis Volume [veh/h] 711 18 7 553 9 5 Pedestrian Volume [ped/h] 0 C-52 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 7: 7 AM Existinq Without Solo 98+ Store With Dwv Closure With Protect Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.04 0.01 d_M, Delay for Movement [s/veh] 9.17 20.95 11.27 Movement LOS A A A A C B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.02 0.00 0.15 0.15 95th-Percentile Queue Length [ft/In] 0.00 0.00 0.61 0.00 3.63 3.63 d A, Approach Delay [s/veh] 0.00 0.11 17.50 Approach LOS A A C d I, Intersection Delay [s/veh] 0.24 Intersection LOS C C-53 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 7: 7 AM Existinq Without Solo 98+ Store With Dwv Closure With Protect Intersection Level Of Service Report Intersection 4: Briarwood Street at Project Driveway No. 4 Two-way stop Delay (sec / veh): 8.9 HCM 7th Edition Level Of Service: A 15 minutes Volume to Capacity (v/c): 0.015 Name Briarwood Street Briarwood Street Project Driveway No. 4 Approach Northbound Southbound Eastbound Lane Configuration �"r r"►'► Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 25.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name Briarwood Street Briarwood Street Project Driveway No. 4 Base Volume Input [veh/h] 6 38 8 24 14 5 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 6 38 8 24 14 5 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 10 2 6 4 1 Total Analysis Volume [veh/h] 6 38 8 24 14 5 Pedestrian Volume [ped/h] 0 C-54 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 7: 7 AM Existinq Without Solo 98+ Store With Dwv Closure With Protect Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.02 0.00 d_M, Delay for Movement [s/veh] 7.28 8.94 8.48 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0.01 0.01 0.00 0.00 0.06 0.06 95th-Percentile Queue Length [ft/In] 0.25 0.25 0.00 0.00 1.51 1.51 d A, Approach Delay [s/veh] 0.99 0.00 8.82 Approach LOS A A A d I, Intersection Delay [s/veh] 2.22 Intersection LOS A C-55 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 8: 8 PM Existinq Without Solo 98+ Store With Dwv Closure With Protect Intersection Level Of Service Report Intersection 1: East Street at Project Driveway No. 1 Two-way stop Delay (sec / veh): 39.2 HCM 7th Edition Level Of Service: E 15 minutes Volume to Capacity (v/c): 0.136 Name East Street East Street Project Driveway No. 1 Approach Northbound Southbound Westbound Lane Configuration IF r1 1 r r 1 1 �'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 1 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 1 Base Volume Input [veh/h] 836 18 69 860 16 57 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 836 18 69 860 16 57 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 209 5 17 215 4 14 Total Analysis Volume [veh/h] 836 18 69 860 16 57 Pedestrian Volume [ped/h] 0 C-56 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 8: 8 PM Existinq Without Solo 98+ Store With Dwv Closure With Protect Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 0.14 0.10 d_M, Delay for Movement [s/veh] 10.05 39.20 14.78 Movement LOS A A B A E B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.29 0.00 0.90 0.90 95th-Percentile Queue Length [ft/In] 0.00 0.00 7.24 0.00 22.40 22.40 d A, Approach Delay [s/veh] 0.00 0.75 20.13 Approach LOS A A C d I, Intersection Delay [s/veh] 1.17 Intersection LOS E C-57 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 8: 8 PM Existinq Without Solo 98+ Store With Dwv Closure With Protect Intersection Level Of Service Report Intersection 2: East Street at Project Driveway No. 2 Two-way stop Delay (sec / veh): 33.3 HCM 7th Edition Level Of Service: D 15 minutes Volume to Capacity (v/c): 0.101 Name East Street East Street Project Driveway No. 2 Approach Northbound Southbound Westbound Lane Configuration i F r1 1 r r 1 1 "r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name East Street East Street Project Driveway No. 2 Base Volume Input [veh/h] 850 54 20 862 14 18 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 850 54 20 862 14 18 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 213 14 5 216 4 5 Total Analysis Volume [veh/h] 850 54 20 862 14 18 Pedestrian Volume [ped/h] 0 C-58 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 8: 8 PM Existinq Without Solo 98+ Store With Dwv Closure With Protect Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 0.10 0.03 d_M, Delay for Movement [s/veh] 9.95 33.33 13.80 Movement LOS A A A A D B 95th-Percentile Queue Length [veh/In] 0.00 0.00 0.08 0.00 0.45 0.45 95th-Percentile Queue Length [ft/In] 0.00 0.00 2.06 0.00 11.37 11.37 d A, Approach Delay [s/veh] 0.00 0.23 22.34 Approach LOS A A C d I, Intersection Delay [s/veh] 0.50 Intersection LOS D C-59 Generated with M Version 2022 (SP 0-11 Control Type: Analysis Method Analysis Period: Intersection Setup Starbucks at Gonzalez Plaza, Anaheim Scenario 8: 8 PM Existinq Without Solo 98+ Store With Dwv Closure With Protect Intersection Level Of Service Report Intersection 4: Briarwood Street at Project Driveway No. 4 Two-way stop Delay (sec / veh): 9.6 HCM 7th Edition Level Of Service: A 15 minutes Volume to Capacity (v/c): 0.078 Name Briarwood Street Briarwood Street Project Driveway No. 4 Approach Northbound Southbound Eastbound Lane Configuration �"r r"►'► Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 25.00 25.00 25.00 Grade [%] 0.00 0.00 0.00 Crosswalk No No Yes Volumes Name Briarwood Street Briarwood Street Project Driveway No. 4 Base Volume Input [veh/h] 12 34 38 38 68 21 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 12 34 38 38 68 21 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 3 9 10 10 17 5 Total Analysis Volume [veh/h] 12 34 38 38 68 21 Pedestrian Volume [ped/h] 0 C-60 Generated with Version 2022 0 Intersection Settings Starbucks at Gonzalez Plaza, Anaheim Scenario 8: 8 PM Existinq Without Solo 98+ Store With Dwv Closure With Protect Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.08 0.02 d_M, Delay for Movement [s/veh] 7.38 9.55 9.00 Movement LOS A A A A A A 95th-Percentile Queue Length [veh/In] 0.02 0.02 0.00 0.00 0.33 0.33 95th-Percentile Queue Length [ft/In] 0.50 0.50 0.00 0.00 8.18 8.18 d A, Approach Delay [s/veh] 1.92 0.00 9.42 Approach LOS A A A d I, Intersection Delay [s/veh] 4.39 Intersection LOS A C-61