HomeMy WebLinkAboutPA2022-0165_20230302_CDD Action Letter COMMUNITY DEVELOPMENT DEPARTMENT
PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 949-644-3200 www.newportbeachca.gov
COMMUNITY DEVELOPMENT DIRECTOR ACTION LETTER
Subject: Starbucks Jamboree Road (PA2022-0165)
Staff Approval for Substantial Conformance Site Location 4501 Jamboree Road Applicant Starbucks Coffee Company Legal Description Parcel 2 of Resubdivision No. 0557 in Book 108, Page 27 of Parcel Maps On March 2, 2023, the Community Development Director found substantial conformance and approved Staff Approval (PA2022-0165) to allow the conversion of a Wienerschnitzel
drive-thru restaurant into a Starbucks drive-thru café located at 4501 Jamboree Road. The
proposed changes do not intensify the existing use and are in substantial conformance with Use Permit No. UP1797C. This approval is based on the following analysis. LAND USE AND ZONING
• General Plan Land Use Plan Category: Mixed Use Horizontal 2 (MU-H2)
• Zoning District: PC-15 (Koll Center Office Site G) I. PREVIOUS APPROVALS FOR EXISTING USE On July 15,1976, the Planning Commission approved Use Permit No. UP1797 to construct and operate a Wienerschnitzel drive-thru and restaurant within Office Site G of the Koll Center Planned Community (PC-15). The restaurant proposed a drive-thru aisle with a take-
out window, a 630 square foot dining room, a kitchen, service counter, restroom facilities, office, and back-of-house storage for an approximate total of 2,100-square-feet of gross floor area. The original proposed hours of operation were from 10:30 a.m. to 11 p.m. While the Newport Beach Municipal Code (NBMC) required 42 parking spaces, the applicant proposed 32-onsite parking spaces with the potential for up to 8 additional cars queued in
the drive-thru aisle. The Planning Commission approved the reduced number. On February 10, 1983, the Planning Commission approved an amendment to UP1797 to add 850 square feet of outdoor dining space. As a part of the amendment, the applicant submitted a parking study demonstrating the provided on-site parking was adequate. The
number of required onsite parking spaces was further reduced by one space to 31 and capacity for 8 additional cars queued in the drive-thru aisle.
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On September 6, 1984, the Planning Commission approved a second amendment to UP1797 to allow the service of on-sale beer and wine. No further changes to parking the
requirements were made.
On June 20, 1985, the Planning Commission approved a third amendment to UP1797 to allow the enclosure of a portion of the outdoor dining area. The newly enclosed floor area would be used as an ice cream sales area and resulted in an approximate gross floor area
of 2,300 square feet. No changes to the parking requirements were made.
II. CURRENT OPERATIONAL CHARACTERISTICS The restaurant currently operates in accordance with UP1797 and its amendments. Current
hours of operation are from 9 a.m. to 10 p.m., daily. The restaurant provides 47 indoor seats
and 32 outdoor seats. In 2016, the operator received a building permit to add a storage room at the rear of the building bringing the total gross floor area of the restaurant to approximately 2,668 square
feet. The accessibility upgrades required by the California Building Code as part of the
storage room addition reduced the total number of onsite parking spaces to 30. A reduction in required onsite parking spaces provided to accommodate an accessibility upgrade associated with tenant improvements is allowed by the Director pursuant to NBMC 20.40.110 (Adjustments to Off-Street Parking Requirements). The drive-thru continues to
provide stacking for 8 cars.
III. PROPOSED CHANGES The applicant requests a staff approval for substantial conformance with UP1797 and its
amendments to convert the existing restaurant into a Starbucks. Table 1 below summarizes the proposed changes to the existing restaurant: Table 1 – Existing Condition versus Proposed Condition
Existing Proposed
Gross Floor Area 2,668 square feet 2,117 square feet
Number of Indoor Seats 47 seats 25 seats Number of Outdoor Seats 32 seats 16 seats Number of Parking Spaces 30 parking spaces 30 parking spaces Drive-thru Capacity 9 cars 13 cars
Hours of Operation 9 a.m. to 10 p.m., daily 5 a.m. to 11 p.m., daily
Other building improvements include a refinish of the exterior façade to be consistent with Starbucks branded paint colors, materials, and signage. A new 144.5 square foot trash enclosure is proposed along the rear property line and new landscape will be installed along the front property line, interior property lines, and adjacent to the drive-thru lane. The project
plans are available as Attachment No. CD 4.
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The project will also update the site to improve circulation and queuing capacity. At the direction of the City Traffic Engineer, a Drive-Thru Queuing, Site Access, and Parking
Evaluation was prepared by Linscott Law & Greenspan, Engineers, dated February 16,
2023, and is available as Attachment No. CD 3. The findings of this professional evaluation support the adequacy of the proposed design and configuration of the drive-thru facility and site access points in serving drive-thru queues as well as inbound and outbound traffic generated by the project.
IV. FINDINGS Pursuant to Section 20.54.070 (Changes to an Approved Project) of the NBMC, the Community Development Director may authorize minor changes to an approved site plan,
architecture, or the nature of the approved use without a public hearing where the Director
first finds that the changes: Finding:
A. The changes are consistent with all applicable provisions of this Zoning Code.
Facts in Support of Finding: 1. The project site is located within the PC-15 (Koll Center Office Site G) Zoning District.
Restaurants are an allowed use within the designated commercial areas of PC-15. Specifically, Office Site G is allowed three (3) restaurant, bar, or theater/nightclub sites. 2. Part II (Commercial), Section I (Site Area and Building Area) of PC-15 provides
allowable building area for sites located within Office Site G. The project results in a reduction to gross floor area. 3. Part II (Commercia), Section III (General Development Standards for Commercial Land), subsection C (Setbacks) requires a 30-foot front setback and no side or
rear setback. The remodeled building is set back approximately 80 feet from the front property line. 4. Part II (Commercial), Group V (Restaurants), subsection E (Building Height) of PC-15 suggests a maximum height limit of thirty-five (35) feet. The remodeled building
will measure only 16 feet, 5 inches from the existing grade to the highest parapet and is within the suggested height limit. Finding:
B. The changes do not involve a feature of the project that was a basis for or subject of
finding or exemptions in a negative declaration or Environmental Impact Report for
the project. Facts in Support of Finding:
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1. The project was originally found to be categorically exempt from the requirements of
CEQA under Section 15301, Class 1 (Existing Facilities). Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use.
2. The proposed changes will alter an existing fast-food restaurant and will ultimately result in a reduction to both gross floor area of the restaurant and total onsite seating. Operational changes to the existing restaurant, such as the hours, will not result in an intensification of use or an expansion of use beyond the existing drive-
thru use. The prosed changes are categorically exempt under Section 15301 (Existing Facilities). Finding:
C. The changes do not involve a feature of the project that was specifically addressed
or was the subject of a condition(s) of approval for the project or that was a specific
consideration by the applicable review authority in the project approval. Facts in Support of Finding:
1. The property is within a developed neighborhood and the existing use of the building as a drive-thru restaurant will remain. 2. The proposed project was reviewed by relevant City departments including the
Building Division, Public Works Department, and Fire/Life Safety Services. It was determined that adequate public and emergency vehicle access, public services, and utilities are provided to the subject property. 3. The proposed changes do not involve a feature that was specifically addressed in the
approval for Use Permit No. UP1797 and its amendments. 4. In no past approvals were any limitations placed on the hours of operation for the restaurant nor were the hours used to make any required findings.
5. The project will not result in a reduction to the number of provided on-site parking spaces. 6. Project assumptions have been included as a part of this Staff Approval to provide zoning clearance for the use. For example, Assumption No. 5 assumes the hours of operation for drive-thru service and dining areas to be from 5 a.m. to 11 p.m., daily, and that all
customers shall vacate the specified premises after these designated closing times. 7. Given the operational characteristics of the restaurant, noise from music or voices is unlikely to be generated at a level loud enough to impact surrounding uses. The largest stationary source of noise will be the speaker from the ordering system.
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Assumption No. 7 assumes the ordering system will be equipped with automatic volume control (AVC) that allows for adjustments if noise is found to be problematic.
Finding:
D. The changes do not result in an expansion or change in operational characteristics of the use.
Facts in Support of Finding: 1. The project consists of a minor alteration to an existing fast-food restaurant and a modification to hours of operation that do not constitute late hours or beyond 11 p.m.
The project does not incorporate a new use or intensify the existing use.
2. All Facts in Support of Finding C incorporated by reference. V. CONDITIONS AND ASSUMPTIONS
1. All previous conditions of approval for Conditional Use Permit No. UP1979C shall remain in force and effect, as stated in Attachment No. CD 2. 2. Prior to the Issuance of a Building Permit, a copy of the Staff Approval shall be
incorporated into the Building Division and field sets of plans.
3. To the fullest extent permitted by law, the applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any claims, demands, obligations,
damages, actions, causes of action, suits, losses, judgments, fines, penalties,
liabilities, costs, and expenses (including without limitation, attorney’s fees, disbursements, and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Starbucks Jamboree Road including, but not limited to, Staff Approval
(PA2022-0165). This indemnification shall include, but not be limited to, damages
awarded against the City, if any, costs of suit, attorney’s fees, and other expenses incurred in connection with such claim, action, causes of action, suit, or proceeding whether incurred by the applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all the City's costs,
attorneys' fees, and damages that which City incurs in enforcing the
indemnification provisions outlined in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition.
The following assumptions are specific to providing zoning clearance through this Staff
Approval and do not serve to modify or amend those conditions of the original permit. If any of these assumptions change, the project may no longer be in substantial conformance and may require the processing of a new use permit. In particular, this determination of substantial conformance is based on the following:
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4. The project shall be substantially similar to the approved site plan and floor plan
(Attachment No. CD 4).
5. The hours of operation for drive-thru service and dining areas shall be limited to 5 a.m. to 11 p.m., daily. All customers shall vacate the specified premises after these designated closing times.
6. The gross floor area shall be limited to 2,117 square feet with a maximum of 25 seats. The outdoor dining area shall be limited to 322 square feet with a maximum of 16 seats.
7. The drive-thru order speaker shall be equipped with automatic volume control (AVC)
and the drive-thru menu board shall be equipped with automatic brightness control to automatically adjust to the brightness level in connection with the brightness of the sun. The menu board shall turn off during closing hours. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development or City Clerk, as applicable, within fourteen (14) days following the date the action or decision was rendered unless a different period is specified by the NBMC. For additional information on filing an appeal, contact the Planning Division at 949-644-3200.
Prepared by:
Joselyn Perez Associate Planner
BMZ/jp
Approved by:
Attachments: CD 1 Vicinity Map
CD 2 Use Permit No. UP1797C CD 3 Drive-Thru Queuing, Site Access, and Parking Evaluation CD 4 Project Plans
Attachment No. CD 1
Vicinity Map
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VICINITY MAP
Staff Approval
(PA2022-0165)
4501 Jamboree Road
Subject Property
Attachment No. CD 2
Use Permit No. UP1797C
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Attachment No. CD 3
Drive-Thru Queuing, Site Access, and Parking Evaluation
N:\4600\2224625 - Starbucks at Birch & Jamboree, Newport Beach\4625-ltr 2-16-23.docx
February 16, 2023
Mr. Kareem Ali
Starbucks
555 Anton Boulevard, Suite 300
Costa Mesa, CA 92626
LLG Reference: 2.22.4625.1
Subject: Drive-Thru Queuing Evaluation for
Starbucks at Birch & Jamboree
Newport Beach, California
Dear Mr. Ali:
Linscott, Law & Greenspan, Engineers (LLG) is pleased to present the findings of a
drive-thru queuing evaluation for the proposed conversion of an existing
Weinerschnitzel restaurant to a Starbucks at 4501 Jamboree Road, Newport Beach.
This updates our prior letter report dated February 6, 2023 to address City staff
comments.
The Project site located at the southwest corner of the Jamboree Road and Birch Street
intersection. The existing building currently operated by Weinerschnitzel is 2,668
square feet (SF) in size, which will be reduced to approximately 2,117 SF (a
reduction of approximately 551 SF) for the proposed Starbucks. The existing 1,242-
SF Starbucks (with 10 interior and 10 outdoor dining seats) located at 4551 Jamboree
Road and north of the Weinerschnitzel building will not be maintained for future
operation by Starbucks.
Based on the findings of our analysis, the proposed design and configuration of the
drive-thru facility will be adequate in serving drive-thru queues generated by the
Project.
The following pages describe our study methodology and findings.
PROJECT DESCRIPTION
Figure 1 presents a vicinity map for the Project. Figure 2 illustrates the proposed
site plan and drive-thru design.
Mr. Kareem Ali
February 16, 2023
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The Project consists of 2,117 SF of gross floor area with a 25-seat interior café and
approximately 322 SF with 16 seats of patio/outdoor seating (the existing
patio/outdoor seating is approximately 515 SF with 36 seats). Vehicular access is
provided via a two-way (entry and exit) driveway located off southbound Jamboree
Road. A drive-thru lane that could accommodate 13 vehicles will be provided. The
parking supply of 30 spaces (the same number of spaces as the existing
Weinerschnitzel) will be provided.
As shown on Figure 2, approximately 13 vehicles can be accommodated within the
drive-thru lane, consisting of 7 vehicles before reaching the order/menu board, and 6
vehicles between the order/menu board and the pick-up window.
DRIVE-THRU QUEUING ANALYSIS
Attached at the end of this letter report is LLG’s prior queuing and site access study
dated January 27, 2022 that was prepared for the Starbucks at Bristol & Birch, and
approved by the City of Newport Beach. As part of that study, and to estimate drive-
thru queue storage length requirements for Starbucks, queue observations were
conducted at the existing Starbucks located at:
Harbor & 91 Fwy Store# 23316 (1224 N. Harbor Boulevard,
Anaheim)
The proposed Starbucks at Birch & Jamboree would be similar to the existing
Starbucks Anaheim in terms of size (Project: 2,400 SF, Anaheim: 2,100 SF), total
number of employees (Project: 30, Anaheim: 35), and hours of operation (Project:
4:30am to 12:00am, Anaheim 4:30am to 11:00pm), and would provide a greater
number of staff during the peak work shift (Project: 8 to 9 employees, Anaheim: 6 to
8 employees), and more parking spaces (Project: 30, Anaheim 22).
Table 1 presents the drive-thru queue observation results for each of the three survey
dates at the existing Starbucks Anaheim, indicating the number of vehicles in queue,
and the number of occurrences each queue length was observed. As Table 1
indicates, the average queue observed was 6 vehicles, the 85th percentile queue was
10 vehicles, the 95th percentile queue was 11 vehicles, and the 100th percentile or
maximum queue was 14 vehicles. The site plan for the Anaheim café shows that
approximately 8 vehicles can be accommodated within the drive-thru facility. When
the queue exceeded this queue storage length, the vehicles were observed to use the
drive aisle, but the queue dissipated quickly without any special/peak period
management measures being implemented.
According to Starbucks, drive-thru transactions that were generated during the
surveys are comparable to pre-COVID conditions, and likely to be greater than before
the COVID pandemic since more customers are now choosing to use the drive-thru
instead of going inside the café.
Mr. Kareem Ali
February 16, 2023
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The observed queue lengths at the existing Starbucks Anaheim are anticipated to be
greater than what the proposed Starbucks at Birch & Jamboree could generate. This
is because the proposed Starbucks at Birch & Jamboree is projected to have
approximately 25% less sales than the existing Starbucks Anaheim based on the fact
that there are more Starbucks locations that exist near the Project (see the attached
map at the end of this letter), and customers will clearly have more options to choose
from, thereby reducing the demand on the Project’s drive-thru facility by the
estimated 25%.
In addition, the proposed Project will primarily be serving commuters (who do not
linger like in a sit-down café without a drive-thru) and more local (and directional)
traffic along the Jamboree Road corridor. Based on the characteristics of the
proposed project site, it is not envisioned that patrons will linger within the café given
the more inviting options presented in other nearby locations.
It should further be noted that the proposed Starbucks at Birch & Jamboree will have
newer equipment that operate quicker, and the initial order point located one to two
vehicles further than the existing Starbucks Anaheim. This is expected to result in
greater efficiency of the Project’s drive-thru operations, allowing the Starbucks team
to receive the customer’s order sooner and have it be ready when they arrive at the
window, which in turn, will help facilitate processing orders and serve drive-thru
customers more expediently, and move vehicles in the drive-thru quicker through the
queue.
A drive-thru lane is self-regulating. That is, customers will approach the property and
evaluate whether it would be faster to enter the drive-thru lane, or park their vehicle
and walk in. This shows why expediting drive-thru operations and increasing parking
space accessibility (by increasing parking turnover, shortening parking duration, and
minimizing internal circulation “friction” or conflicts) go hand-in-hand in equalizing
peak traffic demand on site, enhancing the Project’s ability to fully address parking,
site access and on-site circulation needs during periods of peak activity.
Table 2 summarizes the findings of the drive-thru queuing analysis for the Project
that presumes the 25% reduced demand on the drive-thru. Figure 3 illustrates where
the average queue of 5 vehicles, the 85th percentile queue of 8 vehicles, the 95th
percentile queue of 9 vehicles, and the 100th percentile or maximum queue of 11
vehicles would be located within the proposed drive-thru lane for the Project. As
shown, there would be adequate queue storage provided in the proposed design of the
drive-thru lane to fully accommodate all estimates of queue lengths.
Based on the drive-thru design, operations, and service characteristics of the proposed
Starbucks described above, we conclude that potential drive-thru queues could be
accommodated within the proposed drive-thru lane without the implementation of any
on-site traffic control or additional management measures.
Mr. Kareem Ali
February 16, 2023
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Because the Project will maintain the same number of parking spaces as the existing
Weinerschnitzel and provide a total supply of 30 spaces, the Project’s parking supply
is adequate.
● ● ● ● ●
We appreciate the opportunity to work on this study. If you have any questions
regarding this analysis, please call us at 949.825.6175.
Sincerely,
Linscott, Law & Greenspan, Engineers
Trissa (de Jesus) Allen, P.E.
Senior Transportation Engineer
Attachments
STARBUCKS
±2,117 SF
12
9
7
2
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EXIT ONLY
TABLE 1
SEPTEMBER/OCTOBER 2021 DRIVE-THROUGH QUEUE OBSERVATIONS AT STARBUCKS ANAHEIM1
STARBUCKS AT BIRCH & JAMBOREE, NEWPORT BEACH
Number of Vehicles
Observed in Queue
(N)
Number of Occurrences (N) Was Observed
Day #1
Wednesday
September 29, 2021
Day #2
Thursday
September 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 51 79 38
6 45 53 30
7 49 20 19
8 49 15 21
9 38 26 18
10 21 6 28
11 10 5 25
12 5 0 10
13 1 0 6
14 0 0 5
Total 420 420 420
Average 6 5 5
85th Percentile 9 7 10
95th Percentile 10 9 11
100th Percentile (Max) 13 11 14
Note:
[1] Drive-thru queue observations were conducted at Starbucks located at 1224 N. Harbor Boulevard, Anaheim from 7:00AM to
9:00AM, 11:00AM to 1:00PM, and 4:00PM to 7:00PM on each of the three survey dates, by AimTD, LLC.
TABLE 2
PROJECT QUEUEING FORECAST
STARBUCKS AT BIRCH & JAMBOREE, NEWPORT BEACH
Queue
Proposed Project (Starbucks at Birch & Jamboree)
Peak Queue
Observed from
Starbucks
Anaheim per
Table 1 (veh)
Adjusted Queue
for the Project
with 25%
Reduction (veh)
Proposed
Drive-Thru
Queue Storage
(veh)
Adequate
Drive-Thru
Storage?
(Yes/No)
Average Queue 6 5 13 Yes
85th Percentile Queue 10 8 13 Yes
95th Percentile Queue 11 9 13 Yes
100th Percentile Queue (Max) 14 11 13 Yes
N:\4400\2214466 - Starbucks Bristol & Birch, Newport Beach\Letter\4466-ltr revised 1-27-22.docx
January 27, 2022
Mr. Kareem Ali
Starbucks
555 Anton Boulevard, Suite 300
Costa Mesa, CA 92626
LLG Reference: 2.21.4466.1
Subject: Revised
Drive-Thru Queuing, Site Access, and Parking Evaluation for
Starbucks at Bristol & Birch
Newport Beach, California
Dear Mr. Ali:
Linscott, Law & Greenspan, Engineers (LLG) is pleased to present the findings of a
drive-thru queuing, site access, and parking evaluation for the proposed Starbucks
located at the southeast corner of the Bristol Street and Birch Street intersection
(presuming Bristol Street runs in the east-west direction) in the City of Newport Beach.
This letter report updates the prior study dated January 25, 2022 to address City staff
comments on that previous study.
Based on the findings of our analysis, the proposed design and configuration of the
drive-thru facility and site access points will be adequate in serving drive-thru queues,
and inbound and outbound traffic generated by the Project. In addition, the proposed
on-site supply of 20 spaces will be adequate in meeting the Project’s total parking needs.
The following pages describe our study methodology and findings.
PROJECT DESCRIPTION
Figure 1 presents a vicinity map for the Project. Figure 2 illustrates the proposed
site plan and drive-thru design.
The Project consists of 2,565 square feet (SF) of gross floor area, plus 300 SF of
patio seating. Vehicular access is provided via two-way (entry and exit) driveways
located off eastbound Bristol Street and Birch Street. A drive-thru lane and 20 on-site
parking spaces will be provided.
Mr. Kareem Ali
January 27, 2022
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As shown on Figure 2, approximately 11 vehicles can be accommodated within the
drive-thru lane, consisting of 5 vehicles before reaching the order/menu board, and 6
vehicles between the order/menu board and the pick-up window.
The scope for this study was developed in close coordination with City staff, and
included a thorough review of existing Starbucks locations in order to select sites that
are comparable to the Project for the purposes of conducting drive-thru queuing
observations and parking demand counts. Appendix A contains maps showing
existing Starbucks cafes that were considered.
The first map in Appendix A shows that there are four Starbucks cafes that exist
within a radius of one mile from the Project, as follows:
Bristol & Redhill Store# 22637, which has a drive-thru, and located in the
Bristol Village shopping center approximately 0.8 miles northwest of the
Project
Jamboree & Bristol Store# 14018, without a drive-thru, and located in the
Back Bay Court shopping center approximately 0.8 miles southeast of the
Project
MacArthur & Campus Store# 5216, without a drive-thru, and located in the
MacArthur/Campus shopping center
Jamboree & Birch Store# 5661, without a drive-thru, and located in the
Jamboree Plaza shopping center
Because the four existing cafes listed above are located within a shopping center,
their development setting would differ from the Project, which is a standalone site.
Two standalone Starbucks cafes located in Anaheim were identified to be more
representative of the Project (i.e., not part of a shopping center or mixed-use
development, freeway accessible, located along a major arterial, a parking supply of
around 20 spaces). The second and third maps contained in Appendix A illustrate the
locations of the two cafes selected as survey locations for this study, as follows:
Harbor & 91 Fwy Store# 23316 (1224 N. Harbor Boulevard, Anaheim),
which is a standalone café, approximately 0.2 miles south of the SR-91
Freeway, with full access (unsignalized driveway) off Harbor Boulevard, a
drive-thru facility that can accommodate approximately 8 vehicles in queue,
and provides 22 spaces on site. Appendix A includes the site plan for this café.
The City of Anaheim does not require the implementation of peak period
traffic control or parking management measures for this site.
Lincoln & Magnolia Store# 59228 (2595 W. Lincoln Avenue, Anaheim),
which is a standalone café, approximately 1.2 miles southwest of the I-5
Freeway, with right-turn in and out access (unsignalized driveways) off
Magnolia Avenue and Lincoln Avenue, a drive-thru facility that can
accommodate approximately 8 vehicles in queue, and provides 16 spaces on
Mr. Kareem Ali
January 27, 2022
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site. Appendix A includes the site plan for this café. The City of Anaheim
does not require the implementation of peak period traffic control or parking
management measures for this site.
Appendix B contains the Project’s prior site plan approved by the County of Orange
(PA 95-109 Changed Plan), which shows a total of 24 spaces on site. The Project
will result in a net reduction of 4 spaces due to parking lot and site access design
improvements required by the City for the Project, as follows:
Improvement to the accessible path from the Bristol Street right-of-way to the
store entrance.
Modification to the existing accessible parking space and sidewalk ramp for
compliance with current accessible code requirements.
Relocation of the trash enclosure to place it on an accessible path of travel
from the building for compliance with accessible code requirements.
Relocation of the trash enclosure affected the existing non-conforming tandem
parking spaces. Removal of tandem parking spaces resulted in the loss of
three stalls.
One stall was removed to provide for a compliant turn around space.
DRIVE-THRU QUEUING ANALYSIS
Queuing Survey Methodology
To estimate drive-thru queue storage length requirements for Starbucks, queue
observations were conducted at the existing Starbucks located at:
Harbor & 91 Fwy Store# 23316 (1224 N. Harbor Boulevard,
Anaheim)
Figure 3 presents the hourly transaction profile for the above site for each day of the
week (September 27, 2021 through October 3, 2021). It shows that the peak number
of transactions occurred on Wednesday, Thursday, and Friday, coinciding with the
drive-thru queuing observations that were conducted during these peak operating days
of the week (September 29, 2021, September 30, 2021, and 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.
Table 1 provides a comparison between drive-thru and indoor transactions
(comprised of mobile orders and other transactions made inside the cafe) during the
survey week. For Site #1 (1224 N. Harbor) evaluated for queuing purposes, Table 1
indicates that the greatest number of total transactions occurred on Thursday, with
approximately 66% of sales generated from drive-thru operations, 20% from mobile
orders from inside the café (representing customers who parked in a space and
walked into the café), and 14% from other indoor orders. These are important aspects
Mr. Kareem Ali
January 27, 2022
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to note because they indicate that the majority of Starbucks orders were made from
the drive-thru lane, as opposed to walk-in traffic occupying a parking space, and that
there was a high percentage of mobile orders generated.
Survey Results and Data Interpretation
Table 2 presents the drive-thru 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. As Table 2 indicates, the average queue observed
was 6 vehicles, the 85th percentile queue was 10 vehicles, the 95th percentile queue
was 11 vehicles, and the 100th percentile or maximum queue was 14 vehicles. The
site plan for this café shows that approximately 8 vehicles can be accommodated
within the drive-thru facility. When the queue exceeded this queue storage length,
the vehicles were observed to use the drive aisle, but the queue dissipated quickly
without any special/peak period management measures being implemented.
According to Starbucks, drive-thru transactions that were generated during the
surveys are comparable to pre-Covid conditions, and likely to be greater than before
since more customers are now choosing to use the drive-thru instead of going inside
the café.
The observed queue lengths at the existing Starbucks Anaheim are anticipated to be
greater than what the proposed Starbucks at Bristol & Birch could generate. This is
because the proposed Starbucks at Bristol & Birch is projected to have approximately
25% less sales than the existing Starbucks Anaheim based on the fact that there are
more Starbucks locations that exist within one mile of the Project (as discussed in the
Project Description section of this study). With four Starbucks cafes that exist near
the Project, customers clearly have more options to choose from, thereby reducing the
demand on the Project’s drive-thru facility by the estimated 25%.
In addition, the Anaheim Starbucks evaluated for drive-thru queuing purposes serves
a larger, more regional market that includes traffic from the SR-91 Freeway, Harbor
Boulevard corridor, Downtown Fullerton to the north, and Downtown Anaheim to the
south. There is only one other café that exists within a one-mile radius. In contrast,
the proposed Project will primarily be serving commuters (who do not linger like in a
sit-down café without a drive-thru) and more local (and directional) traffic along the
Bristol Street one-way couplet, and SR-73 Freeway further disperses because of high
proliferation of Starbucks cafes (a total of four cafes within a one-mile radius) in the
Newport Beach area. Based on the characteristics of the proposed project site, it is
not envisioned that patrons will linger within the café given the more inviting options
presented in the other nearby locations.
It should further be noted that the proposed Starbucks at Bristol & Birch will have
newer equipment that operate quicker, and the initial order point located one to two
vehicles further than the existing Starbucks Anaheim. This is expected to result in
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January 27, 2022
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greater efficiency of the Project’s drive-thru operations, allowing the Starbucks team
to receive the customer’s order sooner and have it be ready when they arrive at the
window, which in turn, will help facilitate processing orders and serve drive-thru
customers more expediently, and move vehicles in the drive-thru quicker through the
queue.
A drive-thru lane is self-regulating. That is, customers will approach the property and
evaluate whether it would be faster to enter the drive-thru lane, or park their vehicle
and walk in. This shows why expediting drive-thru operations and increasing parking
space accessibility (by increasing parking turnover, shortening parking duration, and
minimizing internal circulation “friction” or conflicts) go hand-in-hand in equalizing
peak traffic demand on site, enhancing the Project’s ability to fully address parking,
site access and on-site circulation needs during periods of peak activity. The next
sections of this letter report discuss our findings from detailed site access and parking
analyses that indicate the Project will be able to adequately address site access and
parking needs.
As described previously, the Project is anticipated to have a reduced demand of 25%
based on the fact that there are four more Starbucks locations that exist within one
mile of the Project (compared to only one other café that exists within the same one-
mile radius of the Starbucks Anaheim observed for queuing purposes). The projected
25% reduced demand on the Project’s drive-thru operations also accounts for the
potential benefits of two operational strategies, which are not currently implemented
at the existing Starbucks Anaheim, and are described below.
As presented previously on Table 1 (which provides a comparison between drive-thru
and indoor transactions during the survey week), the majority of Starbucks orders
were made from the drive-thru lane, as opposed to walk-in traffic occupying a
parking space, and that there was a high percentage of mobile orders generated.
Based on this, and as a conservative measure to better facilitate drive-thru queuing
during peak periods for the Project, it is recommended for the Project to position an
order taker outside to expedite service from the drive-thru and help vehicle queues to
dissipate quicker. In addition, the Project should designate 1 or 2 spaces (farthest
away from Bristol Street) for mobile pick-up orders to help reduce drive-thru queuing
and shorten parking duration. The potential benefit of allocating spaces to mobile
pick-up orders will be discussed further in the parking section of this letter report.
Table 3 summarizes the findings of the drive-thru queuing analysis for the Project
that presumes the 25% reduced demand on the drive-thru. Figure 4 illustrates where
the average queue of 5 vehicles, the 85th percentile queue of 8 vehicles, the 95th
percentile queue of 9 vehicles, and the 100th percentile or maximum queue of 11
vehicles would be located within the proposed drive-thru lane for the Project. As
shown, there would be adequate queue storage provided in the proposed design of the
drive-thru lane to fully accommodate all estimates of queue lengths; however, it
should be noted that the 85th percentile queue length is considered to be the industry’s
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most appropriate and solid basis for planning and designing a drive-thru facility. As
described previously, drive-thru queues are expected to be shorter and would
dissipate quicker due to projections of 25% less sales for the Project compared to the
existing Starbucks Anaheim, and greater efficiency of processing drive-thru orders
because of the proposed order/menu board and pickup window configuration,
positioning an order taker outside to expedite drive-thru service during peak periods,
and designating 1 or 2 spaces for mobile order pick-up.
Based on the drive-thru design, operations, and service characteristics of the proposed
Starbucks described above, we conclude that potential drive-thru queues could be
accommodated within the proposed drive-thru lane without the implementation of any
on-site traffic control or additional management measures (going beyond what has
previously been described).
SITE ACCESS ANALYSIS
Table 4 presents the ITE trip rates (per the 11th Edition of ITE’s Trip Generation
manual) and the resulting ITE trip generation estimates for the Starbucks Project and for
the existing Burger King to be replaced by the Project.
As indicated in Table 4, compared to the existing Burger King, the Project would
generate an increase of 170 weekday daily trips, 106 AM peak hour trips, and 15 PM
peak hour trips. These ITE-based incremental peak hour trips for the Project were
assigned to each project driveway intersection, and provide the basis for detailed peak
hour level of service and queuing analyses at each of the two project driveway
intersections under Existing Plus Project conditions. It should be noted that the LOS
analysis conducted for existing conditions account for actual trips generated by the
existing Burger King currently operating on the project site based on the AM and PM
peak hour traffic counts collected at the two project driveway intersections on Tuesday,
October 12, 2021.
Figure 5 illustrates the general directional traffic distribution pattern for the proposed
Project. Project traffic volumes both entering and exiting the Project site have been
distributed and assigned to the adjacent street system based on the following
considerations:
directional flows on the freeways in the immediate vicinity of the project site
(i.e., SR-73 Freeway)
the site's proximity to major traffic carriers (i.e., Bristol Street, Birch Street,
etc.)
expected localized traffic flow patterns based on adjacent street channelization
and presence of traffic signals
ingress/egress restrictions and availability at the project site
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The HCM level of service methodology was applied to evaluate project driveway
intersection operations and queues for specific movements. Table 5 indicates that the
two intersections currently operate at acceptable levels of service (i.e., LOS D or
better), and would continue to operate at the same acceptable levels with the Project.
Furthermore, the proposed Starbucks would not increase the queue lengths for
specific movements at each project driveway intersection, as indicated in Table 6.
PARKING ANALYSIS
Based upon the proposed site plan for the project, a total of 20 surface parking spaces
will be provided on site.
For “Food Service-Fast Food” restaurants, Chapter 21.40 Off-Street Parking of the
City’s Municipal Code requires 1 space per 50 SF of gross floor area, and 1 space per
100 SF of outdoor dining areas. The application of this City Code ratio to the
proposed Starbucks (2,565 SF GFA, plus 300 SF of outdoor seating) yields a Code-
based parking requirement of 55 spaces. The parking requirement for this Project is
based on the existing Conditional Use Permit, which was approved by the County of
Orange in 1995. The Conditional Use Permit requires 24 parking spaces. As such,
the City requires 24 parking spaces in order to determine compliance with the parking
requirement. A 4-space parking waiver is being sought to address the shortfall
between the 24 required parking spaces, and the 20 parking spaces proposed.
In order to determine the parking demand for a Starbucks with a drive-thru, field
studies were conducted at two separate Starbucks locations. Those locations include
the same Anaheim location observed for drive-thru queuing purposes detailed herein,
and second Starbucks, located at:
Lincoln & Magnolia Store# 59228 (2595 W. Lincoln Avenue,
Anaheim)
As required by the City, the following summarizes operational information for the
Project and each of the two existing Starbucks locations:
Project
o Lot Size: 21,954 SF
o Building Size: 2,565 SF (plus 300 SF of outdoor seating)
o Number of Staff on Peak Shift: 6-8 (this varies depending on the
day)
o Total Number of Employees: 30
o Hours of Operation: 4:00 AM to 12:00 AM daily
o Parking Supply: 20 spaces
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1224 N. Harbor Boulevard, Anaheim
o Lot Size: 32,626 SF
o Building Size: 1,700 SF (plus 400 SF of outdoor seating)
o Number of Staff on Peak Shift: 6-8 (this varies depending on the
day)
o Total Number of Employees: 35
o Hours of Operation: 4:30 AM to 11:00 PM daily
o Parking Supply: 22 spaces
2595 W. Lincoln Avenue, Anaheim
o Lot Size: 22,499 SF
o Building Size: 2,000 SF (plus 400 SF of outdoor seating)
o Number of Staff on Peak Shift: 6-8 (this varies depending on the
day)
o Total Number of Employees: 40
o Hours of Operation: 5:00 AM to 10:00 PM daily
o Parking Supply: 16 spaces
As discussed previously, Table 1 provides a comparison between drive-thru and
indoor transactions (comprised of mobile orders and other transactions made inside
the cafe) during the survey week.
For Site #1 (1224 N. Harbor) evaluated for queuing and parking purposes, Table 1
indicates that the greatest number of total transactions occurred on Thursday, with
approximately 66% of sales generated from drive-thru operations, 20% from mobile
orders from inside the café (representing customers who parked in a space and
walked into the café), and 14% from other indoor orders. These are important aspects
to note because they indicate that the majority of Starbucks orders were made from
the drive-thru lane, as opposed to walk-in traffic occupying a parking space, and that
there was a high percentage of mobile orders generated.
For Site #2 (2595 W. Lincoln) evaluated for parking purposes, Table 1 indicates that
the greatest number of total transactions occurred on the same Thursday as Site #1,
with approximately 65% of sales generated from drive-thru operations, 15% from
mobile orders from inside the café, and 20% from other indoor orders.
Table 7 presents a summary of the parking supply and demand counts for the two
existing Starbucks Anaheim locations. The hourly demand counts were performed
between 6:00 AM and 8:00 PM on Friday, October 8, 2021 and Saturday, October 9,
2021. All employees park on site, and were accounted for in the parking demand
counts conducted.
According to Starbucks, mobile order and other indoor transactions that were
generated during the surveys are comparable to pre-Covid conditions, and likely to be
significantly less than before since more customers are now choosing to use the drive-
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January 27, 2022
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thru instead of going inside the café. Mobile orders significantly reduce the amount
of time that patrons spend parked within a parking space because they are able to
quickly park, pick up their pre-ordered items, and proceed to their destination.
As discussed previously, the observed parking demand at the existing Starbucks
Anaheim locations are anticipated to be greater than what the proposed Starbucks at
Bristol & Birch could generate. This is because the proposed Starbucks at Bristol &
Birch is projected to have approximately 25% less sales than the existing Starbucks
Anaheim cafes based on the fact that there are more Starbucks locations that exist
within one mile of the Project (as discussed in the Project Description section of this
study). With four Starbucks cafes that exist near the Project (compared to only one
other café that exists within the same one-mile radius of each of the two Anaheim
cafes observed for parking demand purposes), customers clearly have more options to
choose from, thereby reducing the Project’s parking demand by the estimated 25%.
In addition, the two Anaheim Starbucks cafes evaluated for parking demand purposes
serve a larger, more regional market that includes traffic from the SR-91 Freeway,
Harbor Boulevard corridor, Beach Boulevard corridor, Downtown Fullerton to the
north, and Downtown Anaheim to the south. There is only one other café that exists
within a one-mile radius of each Anaheim café surveyed. In contrast, the proposed
Project will primarily be serving commuters (who do not linger like in a sit-down café
without a drive-thru) and more local (and directional) traffic along the Bristol Street
one-way couplet, and SR-73 Freeway already dispersed because of high proliferation
of Starbucks cafes (a total of four cafes within a one-mile radius) in the Newport
Beach area.
It should further be noted that the proposed Starbucks at Bristol & Birch will have
newer equipment that operate quicker. This is expected to result in greater efficiency
of mobile order and other indoor cafe operations.
The projected 25% reduced parking demand also accounts for the potential benefits of
two operational strategies, which are not currently implemented at the existing
Starbucks Anaheim. As described previously, these include positioning an order
taker outside to expedite drive-thru service during peak periods, and designating 1 or
2 spaces for mobile order pick-up. The implementation of these measures will not
only help expedite drive-thru operations but also increase parking space accessibility.
The allocation of parking spaces for mobile order pick-up nearest the doorways and
farthest away from Bristol Street will maximize parking efficiency on site by
increasing parking turnover, shortening parking duration, and will help minimize
internal circulation “friction” or conflicts (due to customers parking and backing out
of the space) along the drive aisle and the Bristol access (reducing the potential for
back-ups onto Bristol Street). As discussed in the prior sections of this study
regarding the “self-regulating” aspect of the Project’s tripmaking characteristics,
drive-thru operations go hand-in-hand with on-site parking in equalizing peak traffic
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January 27, 2022
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demand on site; one serves as a “relief valve” for the other. In other words,
customers will approach the property and evaluate whether it would be faster to enter
the drive-thru lane, or park their vehicle and walk in.
The Project anticipates having 6 to 8 employees, and, consistent with the two
Anaheim cafes surveyed for parking demand evaluation purposes, will be parked on
site. Because employees have a longer parking duration compared to customers, they
will be parking away from the front doors, in the southern portion of the parking lot
nearest the drive-thru lane. This would ensure that more conveniently located spaces
are preserved for customer use, and would help minimize vehicular and pedestrian
conflicts near the drive-thru entrance (by lessening the frequency of vehicles
accessing and departing a parking space during peak periods because the spaces
would primarily serve employees parked for the majority of the day).
Based on the above considerations, having 1 or 2 spaces for the exclusive use by
mobile order customers, positioning an order taker outside to expedite drive-thru
service during peak times, and parking employees in a strategic portion of the lot, will
enhance the Project’s ability to fully meet peak parking demand, in addition to
addressing drive-thru, site access, and on-site circulation needs during periods of peak
activity.
As Table 7 indicates, peak parking demand observed was 14 spaces for Site #1 and 16
spaces for Site #2. The bottom portion shows the total size (GFA plus outdoor
seating) for each site, and the resulting empirical parking ratio derived (peak demand
divided by the total SF) for each survey date. The greatest ratio derived is 6.7 spaces
per 1,000 SF. This is consistent with empirical ratios from LLG’s older parking
studies completed for Starbucks, and is therefore considered to be a solid demand
factor for application in estimating the Project’s parking needs.
Applying a 25% reduction to the empirical ratio of 6.7 spaces per 1,000 SF (to further
calibrate the empirical results to account for the unique aspects and setting for the
Project) to the proposed Starbucks (2,565 SF GFA, plus 300 SF of outdoor seating)
results in a parking ratio of 5.0 spaces per 1,000 SF and a parking demand of 14
spaces. Adding a 10% contingency to the 14-space demand yields in an adjusted
demand of 15 spaces. Compared against the proposed on-site supply of 20 spaces,
the 15-space demand results in a surplus of 5 spaces.
Even without applying the 25% reduction, the proposed 20-space on-site supply
would be adequate in meeting an empirical-based demand of 19 spaces (6.7 spaces
per 1,000 SF applied to 2,865 SF).
Appendix B contains the prior site plan approved by the County of Orange (PA 95-
109 Changed Plan), which shows a total of 24 spaces on site. The Project will result
in a net reduction of 4 spaces due to parking lot and site access design improvements
Mr. Kareem Ali
January 27, 2022
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required by the City for the Project to meet accessible code requirements and design
standards.
Based on the above, we conclude that the on-site supply of 20 spaces will be adequate
in meeting the Project’s parking demand.
We appreciate the opportunity to work on this study. If you have any questions
regarding this analysis, please call us at 949.825.6175.
Sincerely,
Linscott, Law & Greenspan, Engineers
Trissa (de Jesus) Allen, P.E.
Senior Transportation Engineer
Attachments
TABLE 1
DRIVE-THRU VS. INDOOR TRANSACTIONS
STARBUCKS BRISTOL & BIRCH, NEWPORT BEACH
Day of Week
Total
Transactions
Drive-
Thru
Drive-
Thru %
Mobile
Order
Mobile
%
Other
Indoor
Other
Indoor %
Total
Transactions
Drive-
Thru
Drive-
Thru %
Mobile
Order
Mobile
%
Other
Indoor
Other
Indoor %
Monday 811 539 66% 152 19% 120 15% 790 561 71% 103 13% 126 16%
Tuesday 869 543 62% 180 21% 146 17% 902 613 68% 118 13% 171 19%
Wednesday 956 582 61%184 19% 190 20%932 624 67%140 15% 168 18%
Thursday 962 631 66% 197 20% 134 14% 938 610 65% 140 15% 188 20%
Friday 952 617 65% 175 18% 160 17% 894 572 64% 143 16% 179 20%
Saturday 885 519 59% 169 19% 197 22% 902 595 66% 127 14% 180 20%
Sunday 855 535 63% 141 16% 179 21% 885 593 67% 142 16% 150 17%
Note:
[a] Source: Starbucks.
Site #1: 1224 N. Harbor Blvd, Anaheim (9/27/2021 to 10/3/2021) Site #2: 2595 W. Lincoln Ave, Anaheim (9/27/2021 to 10/3/2021)
Drive-Thru
Transactions
Mobile Order
Indoor
Other Indoor
Transactions
Drive-Thru
Transactions
Mobile Order
Indoor
Other Indoor
Transactions
TABLE 2
DRIVE-THROUGH QUEUE OBSERVATIONS1
STARBUCKS BRISTOL & BIRCH, NEWPORT BEACH
Number of Vehicles
Observed in Queue
(N)
Number of Occurrences (N) Was Observed
Day #1
Wednesday
September 29, 2021
Day #2
Thursday
September 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 51 79 38
6 45 53 30
7 49 20 19
8 49 15 21
9 38 26 18
10 21 6 28
11 10 5 25
12 5 0 10
13 1 0 6
14 0 0 5
Total 420 420 420
Average 6 5 5
85th Percentile 9 7 10
95th Percentile 10 9 11
100th Percentile (Max) 13 11 14
Note:
[1] Drive-thru queue observations were conducted at Starbucks located at 1224 N. Harbor Boulevard, Anaheim from 7:00AM to
9:00AM, 11:00AM to 1:00PM, and 4:00PM to 7:00PM on each of the three survey dates, by AimTD, LLC.
TABLE 3
PROJECT QUEUEING SUMMARY
STARBUCKS BRISTOL & BIRCH, NEWPORT BEACH
Queue
Proposed Project
Peak Queue
Observed from
Survey Sites from
Table 2 (veh)
Adjusted Queue
for the Project
with 25%
Reduction (veh)
Drive-Thru
Queue Storage
(veh)
Adequate
Drive-Thru
Storage?
(Yes/No)
Average Queue 6 5 11 Yes
85th Percentile Queue 10 8 11 Yes
95th Percentile Queue 11 9 11 Yes
100th Percentile Queue (Max) 14 11 11 Yes
TABLE 4
PROJECT TRIP GENERATION RATES AND ESTIMATES1
STARBUCKS BRISTOL & BIRCH, NEWPORT BEACH
ITE Land Use Code /
Project Description
Daily
2-Way
AM Peak Hour PM Peak Hour
Enter Exit Total Enter Exit Total
Trip Rates:
937: Coffee Shop with Drive-Thru (TE/1,000 SF) 533.57 51% 49% 85.88 50% 50% 38.99
934: Fast-Food Restaurant with Drive-Thru (TE/1,000 SF) 467.48 51% 49% 44.61 52% 48% 33.03
Trip Estimates:
Proposed Project
Starbucks (2,565 SF) Trips [A] 1,369 112 108 220 50 50 100
Existing Land Use
Burger King (2,565 SF) Trips [B] 1,199 58 56 114 44 41 85
Project Trip Increase
Starbucks minus Burger King [A] – [B] 170 54 52 106 6 9 15
Notes:
[1] Source: Trip Generation, 11th Edition, Institute of Transportation Engineers, (ITE) [Washington, D.C. (2021)].
TE/1,000 SF = Trip End per Thousand Square Feet
TABLE 5
PROJECT DRIVEWAY INTERSECTION LOS SUMMARY
STARBUCKS BRISTOL & BIRCH, NEWPORT BEACH
Minimum
Acceptable
LOS Jurisdiction
(1) (2) (3)
Project Driveway
Time
Period
Existing
Traffic Conditions
Future Project
Traffic Conditions Poor LOS?
HCM LOS HCM LOS Increase Yes/No
1. Project Dwy No. 1 at D Newport
Beach
AM 15.9 s/v C 17.2 s/v C 1.3 s/v No
Bristol Street PM 18.2 s/v C 18.2 s/v C 0.0 s/v No
2. Birch Street at D Newport
Beach
AM 10.1 s/v B 11.1 s/v B 1.0 s/v No
Project Dwy No. 2 PM 10.5 s/v B 10.7 s/v B 0.2 s/v No
Notes:
s/v = seconds per vehicle
Bold HCM/LOS values indicate adverse service levels based on City of Newport Beach LOS standards.
TABLE 6
PROJECT DRIVEWAY INTERSECTION QUEUE SUMMARY
STARBUCKS BRISTOL & BIRCH, NEWPORT BEACH
Project Driveway
Estimated
Storage
Provided
(feet)
(1)
Existing
Traffic Conditions
(2)
Future Project
Traffic Conditions
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Max. Queue/
Min. Storage
Required1
Adequate
Storage
(Yes/No)
Max. Queue/
Min. Storage
Required1
Adequate
Storage
(Yes/No)
Max. Queue/
Min. Storage
Required1
Adequate
Storage
(Yes/No)
Max. Queue/
Min. Storage
Required1
Adequate
Storage
(Yes/No)
1. Project Driveway No. 1 at
Bristol Street
Northbound Right-Turn Lane 22’ 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes
Eastbound Shared Through/Right-Turn Lane 22’ 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes
2. Birch Street at
Project Driveway No. 2
Northbound Shared Through/Right-Turn Lane 100’ 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes
Southbound Left-Turn Lane 170’ 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes
Westbound Shared Left/Right-Turn Lane 22’ 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes 22’ [2] Yes
Notes:
[1] Per HCM 6 methodology, queue is based on the 95th percentile queues and is reported in total queue length (feet) per lane for unsignalized intersections.
[2] A minimum queue of 22 feet per vehicle is assumed for all reported queues less than 22 feet.
TABLE 7
PARKING SUMMARY
STARBUCKS BRISTOL & BIRCH, NEWPORT BEACH
Supply = 22 Supply = 22 Supply = 16 Supply = 16
Start Spaces Parking Percent Spaces Parking Percent Spaces Parking Percent Spaces Parking Percent
Time Occupied Surplus Occupancy Occupied Surplus Occupancy Occupied Surplus Occupancy Occupied Surplus Occupancy
6:00 AM 7 15 32% 3 19 14% 5 11 31% 3 13 19%
7:00 AM 10 12 45% 4 18 18% 8 8 50% 4 12 25%
8:00 AM 13 9 59% 5 17 23% 16 0 100% 7 9 44%
9:00 AM 11 11 50% 11 11 50% 13 3 81% 15 1 94%
10:00 AM 13 9 59% 10 12 45%16 0 100%15 1 94%
11:00 AM 11 11 50%14 8 64%11 5 69% 14 2 88%
12:00 PM 14 8 64%10 12 45% 13 3 81%16 0 100%
1:00 PM 13 9 59% 13 9 59% 11 5 69% 12 4 75%
2:00 PM 10 12 45%14 8 64%9 7 56% 11 5 69%
3:00 PM 11 11 50%14 8 64%14 2 88% 12 4 75%
4:00 PM 14 8 64% 14 8 64%10 6 63% 10 6 63%
5:00 PM 14 8 64% 14 8 64%10 6 63% 8 8 50%
6:00 PM 14 8 64%10 12 45% 7 9 44% 9 7 56%
7:00 PM 14 8 64%6 16 27% 10 6 63% 5 11 31%
8:00 PM 10 12 45% 5 17 23% 8 8 50% 5 11 31%
Size (SF) 2,100 -- --2,100 -- --2,400 -- --2,400 -- --
Empirical 6.7 -- --6.7 -- --6.7 -- --6.7 -- --
Ratio sp/KSF sp/KSF sp/KSF sp/KSF
Adjusted Empirical Ratio (with 25% Reduction): 5.0 sp/KSF
Project Size: 2,865 (2,565 SF GFA + 300 SF outdoor seating)
Project Peak Parking Demand: 14 spaces
Project Peak Demand w/ 10% Contingency: 15 spaces
Proposed Supply: 20 spaces
Parking Surplus: 5 spaces
Note:
[a] Source: Parking counts conducted by AimTD, LLC.
Site #1: 1224 N. Harbor Blvd
Anaheim, CA
Friday, October 8, 2021
Site #1: 1224 N. Harbor Blvd
Anaheim, CA
Saturday, October 9, 2021
Site #2: 2595 W. Lincoln Ave
Anaheim, CA
Friday, October 8, 2021
Site #2: 2595 W. Lincoln Ave
Anaheim, CA
Saturday, October 9, 2021
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-21-4466-1
Starbucks Bristol & Birch, Newport Beach
N:\4400\2214466 - Starbucks Bristol & Birch, Newport Beach\Misc\4466 Dividers.doc
APPENDIX A
EXISTING STARBUCKS LOCATIONS
A-1
A-2
A-3
1 2 3 4 5 6 7 8 9 10
13141516171819202122
11
12
NO PARKING
LOADING
ZONE
N89°25'42"W 198.22'
N0
0
°
3
4
'
1
8
"
E
1
2
7
.
0
0
'
S89°25'42"E 51.86'
S08°12'53"W 30.27'
N89°25'42"W 246.05'
N0
0
°
3
4
'
1
8
"
E
1
5
7
.
0
0
'
REFER TO ARCHITECTURALPLANS FOR PARAPET HEIGHT.
ECONOMIZER HOOD.
ECONOMIZER HOOD.
HP-2
HP-1
R 10'-0"
R 10'-0"
R 10'-0"
1
2
3
4
56
7
EF-1
A
B
C
D
1 2 3 5 6
B.2
B.7
4
1 2 3 4 5 6 7 8 9 10
13141516171819202122
11
12
NO PARKING
LOADING
ZONE
N89°25'42"W 198.22'
N00°34'18"E 127.00'
S89°25'42"E 51.86'
S08°12'53"W 30.27'
N89°25'42"W 246.05'
N00°34'18"E 157.00'
ARCHITECTURAL
SITE PLAN NOTES
A. REFER TO EXTERIOR ELEVATIONS FOR BUILDING
SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL
PLANS FOR ELECTRICAL REQUIREMENTS.
B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND
LEED REQUIREMENTS.
C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION
LOOP, WIRELESS COMMUNICATION, AND MONITORS
COORDINATED BY CONSTRUCTION MANAGER. REFER TO
ELECTRICAL SPECIFICATIONS FOR ELECTRICAL
REQUIREMENTS.
D. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SITE
WORK, INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT
FOR DRIVE-THRU SIGNAGE. COORDINATE WITH
CONSTRUCTION MANAGER.
E. ALL PARKING AND DRIVE-THRU STRIPING TO BE
PROVIDED.
F. TRASH ENCLOSURE TO BE LOCKABLE USING STEEL
GATES OR CHAIN.
G. PROVIDE 6" (150MM) THICK CONCRETE PAVING THE
LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE
DRIVE-THRU WINDOW STANDING PAD.
H. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER
TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY
SURFACES.
J. CONSTRUCTION IN THE PUBLIC RIGHT OF WAY AND
PROJECTION BEYOND THE PROPERTY LINES OR INTO THE
ALLEYS SHALL COMPLY WITH COUNTY OF LOS ANGELES
BUILDING CODE CHAPTER 32.
K. PEDESTRIANS SHALL BE PROTECTED DURING
CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES
AS REQUIRED BY COUNTY OF LOS ANGELES BUILDING CODE
CHAPTER 33. (3306)
SHEET NOTES
1. DISTRIBUTE ALL UNDER SLAB UTILITIES (ELECTRICAL, WATER, GAS
AND SANITARY WASTE, DRAINS AND VENTING) TO THE FINAL POINT OF
CONNECTION.
2. FURNISH AND INSTALL AN APPROVED, TESTED AND CERTIFIED
BACKFLOW PREVENTION ASSEMBLY, IF REQUIRED BY APPLICABLE
CODES.
3. PROVIDE ADEQUATE LIGHTING FOR EXTERIOR PATIO.
4. PROVIDE KEYED, FROST-FREE RECESSED HOSE BIB ACCESSIBLE
TO TRASH ENCLOSURE. SEE CIVIL DRAWINGS
5. INSTALL BIKE RACK. SEE DETAIL 7/G-0007.
2 RACK = 4 BICYCLE SPACES.
6. PROVIDE FLASHED ROOF PENETRATIONS FOR ALL TENANT'S
VENTS INCLUDING TENANT SUPPLIED WATER HEATER AND RTU.
7. PROVIDE SLEEPERS, CURBS AND PADS TO SUPPORT TENANT
SUPPLIED ROOF TOP EQUIPMENT.
8. PERMIT, FURNISH AND INSTALL BUILDING MONITORING AND FIRE
PROTECTION ALARM SYSTEM.
9. FURNISH AND INSTALL ALL PLUMBING VENTS FROM THE ROOF
THROUGH FLASHING TO A LOCATION ABOVE THE PROPOSED TENANT
CEILING IN THE PREMISES.
10. PROVIDE SIDEWALKS AND PATIO.
11. FURNISH AND INSTALL HVAC ROOF TOP UNITS OR SPLIT SYSTEMS
INCLUDING ALL ELECTRICAL, PLUMBING CONNECTIONS AND
THERMOSTAT/HVAC CONTROLS.
12. PROVIDE DUCTED FRESH AIR INTAKE INTEGRATED WITH AIR
HANDLING SYSTEM.
13. FURNISH AND INSTALL ALL RIGID "HARD" DUCTWORK.
14. FURNISH AND INSTALL ELECTRICAL PANEL, SEE ELECTRICAL
DRAWINGS.
15. FURNISH AND INSTALL PARKING LOT POLE LIGHTS IN
ACCORDANCE WITH FINAL APPROVED SITE PLAN, AT A MINIMUM OF
1.5 FTC AROUND THE BUILDING AND SITE PERIMETER. EXTERIOR
BUILDING LIGHTING TO INCLUDE INGRESS AND EGRESS LIGHTS.
16. FURNISH AND INSTALL ALL UNDERGROUND ELECTRICAL
CONDUITS, LABELED WITH PULL STRINGS FROM THE ELECTRICAL
PANELS TO THE FOLLOWING EXTERIOR DRIVE-THRU EQUIPMENT:
ONE (1) 1" CONDUIT TO MONUMENT
ONE (1) 1" CONDUIT TO PRE-ORDER MENU BOARD TO ELECTRICAL
PANELS;
ONE (1) 1" CONDUIT TO PRE-MENU/MENU BOARD FOR FUTURE;
ONE (1) 1" CONDUIT FROM THE MENU BOARD TO ELECTRICAL PANELS;
TWO (2) 1" CONDUITS FROM OCS/SPEAKER POST TO DRIVE THRU
WINDOW;
ONE (1) 1" CONDUIT FROM ALL DIRECTIONAL SIGNS TO ELECTRICAL
PANELS;
ONE (1) CONDUIT FROM GREEN/LIVING WALL FEATURE CONTROL BOX
TO ELECTRICAL PANELS.
ONE (1) SPARE 1" CONDUIT TO BE RUN THROUGH FOUNDATION WALL
OUT REAR OF BUILDING, CAPPED AND TERMINATED ABOVE CEILING.
VERIFY LOCATIONS FOR STUB UP WITH TENANT'S REPRESENTATIVE.
17. FURNISH AND INSTALL CONCRETE FOOTINGS AND ANCHOR BOLTS
FOR THE FOLLOWING ITEMS:
PREVIEW MENU BOARD
ORDER MENU BOARD
SPEAKER POST/ORDER CONFIRMATION SYSTEM (OCS)
DIRECTIONAL SIGNAGE
HEIGHT RESTRICTION BAR
MONUMENT SIGN
18. FURNISH AND INSTALL 6" DIAMETER STEEL PIPE BOLLARDS,
FILLED WITH CONCRETE. PAINT TO MATCH COLOR OF DARK BRONZE
POWDER COATED RAILING.
19. FURNISH AND INSTALL DARK BRONZE POWDER COATED RAILING,
SEE DETAILS 8 & 9/G-0005
20. 2 FEET OVERHANG
21. ACCESSIBLE PARKING SPACE IDENTIFICATION SIGN.
22. RECYCLING COLLECTION AREA.
23. TRASH COLLECTION AREA
24. ACCESSIBLE ROUTE
25. INSTALL "UNAUTHORIZED VEHICLE..." SIGN, SEE CIVIL DRAWINGS.
26. INSTALL ADA DIRECTION SIGN LEADING TO AN ACCESSIBLE ROUTE
OF TRAVEL FROM PUBLIC WAY
27. FURNISH AND INSTALL TRANSFORMER. SEE CIVIL AND
ELECTRICAL DRAWINGS.
28. INSTALL NON ILLUMINATED SQUARE BOLLARD.
#
USER RATIO
REQUIRED
SPACES
REQUIRED
DRIVE-THRU
OUTDOOR
SEATING
ACCESSIBLE
10 SP/1,000 S.F.
10 SP/1,000 S.F.
19
1
22TOTAL 20
STANDARD 21
1
SPACES
PROVIDED
6'
-
2
1
/
4
"
5'
-
0
"
G-0005
7
G-0005
10
G-0005
2
G-0008
1
1
5
2 6 7
8 9 10 11
12 13 14 16
18
24
26
21
25
22 23
17
21
G-0006
3
G-0006
2
TYP.
24
19
20
VAN
25
HA
R
B
O
R
B
L
V
D
.
27
G-0007
8
16 17
16 17
Y ADL1
Y ADL4
Y ADL3
Y ADL2
Y 14103
(3)
(3)
G-0007
9
28
Y 1410328
Y ADL50
15' - 0"
2401 UTAH AVENUE SOUTH
SEATTLE, WASHINGTON 98134
(206) 318-1575
SHEET NUMBER:
SHEET TITLE:
SCALE:
STORE #:
CONCEPT:
PROJECT #:
PALETTE:
ISSUE DATE:
DESIGN MANAGER:
PRODUCTION DESIGNER:
CHECKED BY:
PROJECT NAME:
PROJECT ADDRESS:
STARBUCKS COFFEE
COMPANY
RLEED AP:
C 2011 STARBUCKS COFFEE COMPANY
R
THESE DRAWINGS AND SPECIFICATIONS ARE
CONFIDENTIAL AND SHALL REMAIN THE SOLE
PROPERTY OF STARBUCKS CORPORATION,
WHICH IS THE OWNER OF THE COPYRIGHT IN
THIS WORK. THEY SHALL NOT BE REPRODUCED
(IN WHOLE OR IN PART), SHARED WITH THIRD
PARTIES OR USED IN ANY MANNER ON OTHER
PROJECTS OR EXTENSIONS TO THIS PROJECT
WITHOUT THE PRIOR WRITTEN CONSENT OF
STARBUCKS CORPORATION. THESE DRAWINGS
AND SPECIFICATIONS ARE INTENDED TO
EXPRESS DESIGN INTENT FOR A
PROTOTYPICAL STARBUCKS STORE (WHICH IS
SUBJECT TO CHANGE AT ANYTIME) AND DO NOT
REFLECT ACTUAL SITE CONDITIONS. NEITHER
PARTY SHALL HAVE ANY OBLIGATION NOR
LIABILITY TO THE OTHER (EXCEPT STATED
ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY
EXECUTED BY BOTH PARTIES.
19000 MacArthur Blvd. Suite 250
Irvine, CA 92612
949-296-0450
COPYRIGHT NOTICECOPYRIGHT NOTICECOPYRIGHT NOTICECOPYRIGHT NOTICE
This drawing is the property of the
above referenced Professional and is not
to be used for any purpose other than
the specific project and site named
herein, and cannot be reproduced in any
manner without the express written
permission from the Professional.
PROFESIONAL SEALPROFESIONAL SEALPROFESIONAL SEALPROFESIONAL SEAL
As indicated
12/11/2014 4:37:06 PM
I:\STARBUCKS\Harbor & 91 Fwy - Anaheim\Starbucks-Fwy 91 & Harbors_Anaheim_Central_New-01.rvt
G-0004
ARCHITECTURAL SITE
PLAN
60124-001
AS NOTED IN
REVISION SCHEDULE
HARBOR & 91
1224 N. HARBOR BLVD
ANAHEIM, CA 92801
ORANGE COUNTY
NCS
RUSTIC CONTEMPO
23316
SLADE BLANCHARD
GREENBERGFARROW
DOUGLAS S. COUPER
JOHN HARRISON
SITE SCHEDULE - "S"
DESIGN ID COUNT DESCRIPTION RESP. BULB COMMENTS
14163 1 DT ORDER POINT CANOPY FREESTANDING -
FLAT BLACK MT0028
VD
ADL1 1 DT WAYFINDING GRAPHIC EXIT ARROW -
WHITE
GC MFR: ENNIS FLINT
ADL2 1 DT WAYFINDING GRAPHIC ENTRY ARROW -
GREEN
GC MFR: ENNIS FLINT
ADL3 3 DT WAYFINDING GRAPHIC DIRECTIONAL
DOUBLE ARROW - GREEN
GC MFR: PAVEMENT STENCIL
(RE-USABLE), REFERENCE PAINT
P936
ADL4 3 DT WAYFINDING GRAPHIC DIRECTIONAL
DOUBLE ARROW - WHITE
GC MFR: PAVEMENT STENCIL
(RE-USABLE), REFERENCE PAINT
P935
UMBRELLA
10065 6 UMBRELLA - 72IN 1805MM - LOGO 3PL
12139 6 UMBRELLA - BASE FOR CANOPY - SILVER
MT0021
3PL
SITE SCHEDULE - "S"
DESIGN ID COUNT DESCRIPTION RESP.BULB COMMENTS
ADL50 1 BOLLARD GC
EXTERIOR MENU
14116 1 MENU BOARD - DT DIGITAL ORDER SCREEN -
FLAT BLACK MT0028
VD
14119 1 MENU BOARD - DT 5 PANEL FREESTANDING -
108X65IN 2745X1650MM - FLAT BLACK MT0028
VD
14120 1 MENU BOARD - DT PRE MENU FREESTANDING
- 36X65IN 915X1650MM - FLAT BLACK MT0028
VD
OTHER
10020 1 DT WINDOW SHELF - 48IN 1205MM - SST GC MFR: READY ACCESS
10042 2 BIKE RACK HOOP VD
14093 1 DT WAYFINDING GRAPHIC ORDER POINT STAR
PATTERN - WHITE
GC MFR: ENNIS FLINT
14103 2 BOLLARD NONILLUMINATED SQUARE - FLAT
BLACK MT0028
VD
PARKING SUMMARY
N
0 8' 16' 24'
Scale: 3/32" = 1'-0"Scale: 3/32" = 1'-0"1 ARCHITECTURAL SITE PLAN
2
Revision Schedule
Rev Date By Description
P 9/22/14 CHECK SET
Q 9/29/14 CITY SUBMITTAL
2 11/20/14 PLAN CHECK CORR.
2
A-4
A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 FOR BUILDING SIGNAGE
LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL
REQUIREMENTS.
B.LANDSCAPING TO BE PROVIDED PER ZONING CODE
AND SUSTAINABILITY REQUIREMENTS.
C.DRIVE-THRU EQUIPMENT INCLUDING VEHICLE
DETECTION LOOP, WIRELESS COMMUNICATION AND
MONITORS SHALL BE COORDINATED BY STARBUCKS
CONSTRUCTION MANAGER. REFER TO ELECTRICAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
D. PROVIDE 6" (150MM) THICK CONCRETE
PAVING THE LENGTH OF THE DRIVE-THRU LANE,
EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW
STANDING PAD.
E.GENERAL CONTRACTOR TO APPLY CONCRETE
SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES.
F. GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING
CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION.
G. PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT
TRANSITION FROM SIDEWALK TO DRIVE AISLE.
H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE
SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS.
I. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK.
J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING,
BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING
BASES.
K. SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS.
KEYNOTES
GENERAL NOTES
2 (E) LANDSCAPING AREA TO REMAIN. (UNDER SHELL PERMIT#BLD2020-02247)
3 (N) ACCESSIBLE PATH OF TRAVEL FOR PUBLIC WRIGHT OF WAY. (UNDER SHELL
PERMIT#BLD2020-02247)
4 (E) ACCESSIBLE PARKING STALL TO REMAIN. (UNDER SHELL PERMIT#BLD2020-02247)
5 (E) PARKING STALL, TYP. TO REMAIN (UNDER SHELL PERMIT#BLD2020-02247)
6 (E) ACCESSIBLE STRIPING TO REMAIN (UNDER SHELL PERMIT#BLD2020-02247)
7 (E) CURB CUT TO REMAIN (UNDER SHELL PERMIT#BLD2020-02247)
8 (E) DETECTABLE WARNING, SEE 12/G011 (UNDER SHELL PERMIT#BLD2020-02247)
9 (E) BUILDING TO REMAIN N.I.C.
10 (N)PROPOSED 2,000 SQ. F.T STARBUCKS TENANT IMPROVEMENT
1 (E) PUBLIC RIGHT OF WAY TO REMAIN
11 ALL PROPERTY LINES ARE SHOWN ON THIS SITE PLAN AND ARE EXISTING TO
REMAIN. NO CHANGE
12 EXISTING DRIVE THRU LANE TO REMAIN. (UNDER SHELL PERMIT#BLD2020-02247)
13 EXISTING TRASH ENCLOSURE TO REMAIN. (UNDER SHELL PERMIT#BLD2020-02247)
14 EXISTING SHADED PARKING TO REMAIN.
15 HATCHED REGION REPRESENTS UNOBSTRUCTED LINE OF SIGHT AT DRIVEWAYS
PER CITY OF ANAHEIM PUBLIC WORKS STANDARD #115-B. ANY OBSTRUCTING
OBJECTS NOT TO EXCEED 24" MAX HEIGHT. (UNDER SHELL PERMIT #BLD2020-02247)
OVERALL SITE PLAN LEGEND
SCOPE OF WORK
NIC
LANDSCAPE
TRASH ENCLOSURELINCOLN AVE.
A001A
01
STARBUCKS
10
LINCOLN AVE.
N
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A
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.
N
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11
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1
1
3
3 3
2
2
2
2 2
2
2
4
5
5 6
8
8
7
7
7 8
8
EXISTING
BUILDING
N.I.C
9
EXISTING PARKING
N.I.C
14
1111
11
11
11
11
11
1111
12
12
12
13
13
7
EV
6
6
50' - 0"50' - 0"
7' - 0"
2
2
50
'
-
0
"
50
'
-
0
"
7' - 0"
2
15
15
15 15
7' - 0"
7' - 0"
C-36004
S
T
ATEOF CA L I F O RNIA
LICE N S E D A RCHIT
E
C
T
REN. 08/31/21
M AIK E L M.FAR
A
GA
LL
A
SHEET NUMBER:
SHEET TITLE:
SCALE: AS SHOWN
STORE #:
PROJECT #:
PR
O
J
E
C
T
N
A
M
E
:
PR
O
J
E
C
T
A
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:
C 2020 STARBUCKS COFFEE COMPANY
R
Pe
r
m
i
t
t
e
d
S
e
t
1
1
-
6
-
2
0
2
0
ISSUE DATE:
2401 UTAH AVENUE SOUTH
SEATTLE, WASHINGTON 98134
(206)318-1575
THESE DRAWINGS AND THE PROJECT MANUAL
ARE CONFIDENTIAL AND SHALL REMAIN THE
SOLE PROPERTY OF STARBUCKS
CORPORATION, WHICH IS THE OWNER OF THE
COPYRIGHT IN THIS WORK. THEY SHALL NOT
BE REPRODUCED (IN WHOLE OR IN PART),
SHARED WITH THIRD PARTIES OR USED IN ANY
MANNER ON OTHER PROJECTS OR
EXTENSIONS TO THIS PROJECT WITHOUT THE
PRIOR WRITTEN CONSENT OF STARBUCKS
CORPORATION. THESE DRAWINGS AND
SPECIFICATIONS ARE INTENDED TO EXPRESS
DESIGN INTENT FOR A PROTOTYPICAL
STARBUCKS STORE (WHICH IS SUBJECT TO
CHANGE AT ANYTIME) AND DO NOT REFLECT
ACTUAL SITE CONDITIONS. NEITHER PARTY
SHALL HAVE ANY OBLIGATION NOR LIABILITY TO
THE OTHER (EXCEPT STATED ABOVE) UNTIL A
WRITTEN AGREEMENT IS FULLY EXECUTED BY
BOTH PARTIES.
STARBUCKS TEMPLATE VERSION: i2020-01-31.1
STARBUCKS R
DESIGN MANAGER:
PRODUCTION DESIGNER:
CHECKED BY:
43180 BUSINEES PARK DR.
SUITE: 203
TEMECULA, CA92590
(714)331-6114
info@urbandwellarchitects.com
ADDRESS:
PHONE:
EMAIL:
11
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6
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2
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GIANCARLO RENELLA
ROGINA KHALED
MAIKEL FARAGALLA
ARCHITECTURAL
OVERALL SITE PLAN
Scale: 1/16" = 1'-0" 011ST FLOOR - ARCHITECTURAL OVERALL SITE PLAN
N
0 8' 16'32'
Scale: 1/16" = 1'-0"
Revision Schedule
Rev Date By Description
A-5
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-21-4466-1
Starbucks Bristol & Birch, Newport Beach
N:\4400\2214466 - Starbucks Bristol & Birch, Newport Beach\Misc\4466 Dividers.doc
APPENDIX B
COUNTY OF ORANGE – APPROVED SITE PLAN
(PA95-109 CHANGED PLAN)
B-1
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-21-4466-1
Starbucks Bristol & Birch, Newport Beach
N:\4400\2214466 - Starbucks Bristol & Birch, Newport Beach\Misc\4466 Dividers.doc
APPENDIX C
DRIVE-THROUGH QUEUING STUDY DATA
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 202 7:30 AM 336 8:00 AM 426 8:30 AM 279
7:01 AM 202 7:31 AM 235 8:01 AM 213 8:31 AM 3710
7:02 AM 112 7:32 AM 235 8:02 AM 112 8:32 AM 279
7:03 AM 101 7:33 AM 224 8:03 AM 134 8:33 AM 268
7:04 AM 101 7:34 AM 112 8:04 AM 145 8:34 AM 257
7:05 AM 101 7:35 AM 134 8:05 AM 156 8:35 AM 235
7:06 AM 011 7:36 AM 156 8:06 AM 3710 8:36 AM 145
7:07 AM 022 7:37 AM 167 8:07 AM 4610 8:37 AM 145
7:08 AM 123 7:38 AM 268 8:08 AM 4711 8:38 AM 347
7:09 AM 224 7:39 AM 347 8:09 AM 4711 8:39 AM 325
7:10 AM 314 7:40 AM 145 8:10 AM 3811 8:40 AM 325
7:11 AM 213 7:41 AM 156 8:11 AM 3912 8:41 AM 134
7:12 AM 112 7:42 AM 156 8:12 AM 1910 8:42 AM 235
7:13 AM 134 7:43 AM 156 8:13 AM 21012 8:43 AM 145
7:14 AM 134 7:44 AM 369 8:14 AM 21012 8:44 AM 235
7:15 AM 134 7:45 AM 279 8:15 AM 11011 8:45 AM 246
7:16 AM 224 7:46 AM 3710 8:16 AM 11011 8:46 AM 167
7:17 AM 112 7:47 AM 178 8:17 AM 21012 8:47 AM 358
7:18 AM 123 7:48 AM 3811 8:18 AM 31013 8:48 AM 4610
7:19 AM 123 7:49 AM 3710 8:19 AM 3912 8:49 AM 448
7:20 AM 325 7:50 AM 178 8:20 AM 3811 8:50 AM 437
7:21 AM 314 7:51 AM 268 8:21 AM 3710 8:51 AM 437
7:22 AM 145 7:52 AM 257 8:22 AM 369 8:52 AM 448
7:23 AM 246 7:53 AM 246 8:23 AM 4610 8:53 AM 448
7:24 AM 246 7:54 AM 235 8:24 AM 268 8:54 AM 347
7:25 AM 257 7:55 AM 145 8:25 AM 167 8:55 AM 257
7:26 AM 358 7:56 AM 156 8:26 AM 257 8:56 AM 066
7:27 AM 246 7:57 AM 246 8:27 AM 437 8:57 AM 178
7:28 AM 235 7:58 AM 437 8:28 AM 347 8:58 AM 178
7:29 AM 224 7:59 AM 426 8:29 AM 246 8:59 AM 077
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-1
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 426 11:30 AM 213 12:00 PM 459 12:30 PM 426
11:01 AM 437 11:31 AM 123 12:01 PM 437 12:31 PM 404
11:02 AM 437 11:32 AM 224 12:02 PM 437 12:32 PM 303
11:03 AM 437 11:33 AM 213 12:03 PM 448 12:33 PM 202
11:04 AM 336 11:34 AM 202 12:04 PM 459 12:34 PM 202
11:05 AM 325 11:35 AM 213 12:05 PM 459 12:35 PM 011
11:06 AM 336 11:36 AM 112 12:06 PM 358 12:36 PM 112
11:07 AM 347 11:37 AM 112 12:07 PM 268 12:37 PM 101
11:08 AM 347 11:38 AM 101 12:08 PM 268 12:38 PM 101
11:09 AM 336 11:39 AM 101 12:09 PM 369 12:39 PM 112
11:10 AM 336 11:40 AM 123 12:10 PM 459 12:40 PM 224
11:11 AM 336 11:41 AM 134 12:11 PM 459 12:41 PM 213
11:12 AM 314 11:42 AM 224 12:12 PM 459 12:42 PM 303
11:13 AM 314 11:43 AM 314 12:13 PM 459 12:43 PM 314
11:14 AM 303 11:44 AM 404 12:14 PM 448 12:44 PM 314
11:15 AM 213 11:45 AM 303 12:15 PM 459 12:45 PM 224
11:16 AM 213 11:46 AM 202 12:16 PM 459 12:46 PM 246
11:17 AM 202 11:47 AM 000 12:17 PM 459 12:47 PM 347
11:18 AM 112 11:48 AM 000 12:18 PM 459 12:48 PM 347
11:19 AM 011 11:49 AM 022 12:19 PM 369 12:49 PM 358
11:20 AM 112 11:50 AM 112 12:20 PM 369 12:50 PM 358
11:21 AM 112 11:51 AM 123 12:21 PM 358 12:51 PM 448
11:22 AM 213 11:52 AM 246 12:22 PM 358 12:52 PM 448
11:23 AM 101 11:53 AM 145 12:23 PM 358 12:53 PM 448
11:24 AM 011 11:54 AM 347 12:24 PM 448 12:54 PM 448
11:25 AM 112 11:55 AM 358 12:25 PM 437 12:55 PM 437
11:26 AM 101 11:56 AM 358 12:26 PM 437 12:56 PM 437
11:27 AM 112 11:57 AM 459 12:27 PM 437 12:57 PM 448
11:28 AM 123 11:58 AM 459 12:28 PM 437 12:58 PM 448
11:29 AM 213 11:59 AM 358 12:29 PM 437 12:59 PM 448
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-2
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 011 4:30 PM 4711 5:00 PM 426 5:30 PM 325
4:01 PM 101 4:31 PM 4610 5:01 PM 415 5:31 PM 325
4:02 PM 000 4:32 PM 4610 5:02 PM 314 5:32 PM 314
4:03 PM 022 4:33 PM 4610 5:03 PM 415 5:33 PM 303
4:04 PM 112 4:34 PM 459 5:04 PM 314 5:34 PM 213
4:05 PM 213 4:35 PM 448 5:05 PM 415 5:35 PM 314
4:06 PM 224 4:36 PM 459 5:06 PM 303 5:36 PM 202
4:07 PM 314 4:37 PM 448 5:07 PM 202 5:37 PM 022
4:08 PM 325 4:38 PM 448 5:08 PM 202 5:38 PM 134
4:09 PM 426 4:39 PM 448 5:09 PM 202 5:39 PM 235
4:10 PM 415 4:40 PM 437 5:10 PM 202 5:40 PM 325
4:11 PM 415 4:41 PM 426 5:11 PM 112 5:41 PM 325
4:12 PM 303 4:42 PM 415 5:12 PM 033 5:42 PM 325
4:13 PM 336 4:43 PM 415 5:13 PM 134 5:43 PM 437
4:14 PM 437 4:44 PM 415 5:14 PM 235 5:44 PM 426
4:15 PM 437 4:45 PM 437 5:15 PM 246 5:45 PM 415
4:16 PM 437 4:46 PM 448 5:16 PM 336 5:46 PM 415
4:17 PM 448 4:47 PM 4610 5:17 PM 426 5:47 PM 426
4:18 PM 437 4:48 PM 4610 5:18 PM 426 5:48 PM 415
4:19 PM 448 4:49 PM 4610 5:19 PM 415 5:49 PM 415
4:20 PM 437 4:50 PM 459 5:20 PM 415 5:50 PM 404
4:21 PM 448 4:51 PM 459 5:21 PM 415 5:51 PM 415
4:22 PM 448 4:52 PM 459 5:22 PM 314 5:52 PM 415
4:23 PM 459 4:53 PM 459 5:23 PM 426 5:53 PM 415
4:24 PM 358 4:54 PM 459 5:24 PM 437 5:54 PM 415
4:25 PM 459 4:55 PM 448 5:25 PM 437 5:55 PM 415
4:26 PM 4610 4:56 PM 437 5:26 PM 336 5:56 PM 314
4:27 PM 459 4:57 PM 437 5:27 PM 235 5:57 PM 314
4:28 PM 4610 4:58 PM 437 5:28 PM 336 5:58 PM 314
4:29 PM 4711 4:59 PM 437 5:29 PM 336 5:59 PM 213
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-3
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 213 6:30 PM 4610
6:01 PM 202 6:31 PM 4711
6:02 PM 213 6:32 PM 4610
6:03 PM 202 6:33 PM 4610
6:04 PM 202 6:34 PM 459
6:05 PM 101 6:35 PM 459
6:06 PM 112 6:36 PM 347
6:07 PM 112 6:37 PM 448
6:08 PM 011 6:38 PM 426
6:09 PM 112 6:39 PM 426
6:10 PM 101 6:40 PM 426
6:11 PM 101 6:41 PM 426
6:12 PM 000 6:42 PM 426
6:13 PM 011 6:43 PM 325
6:14 PM 112 6:44 PM 325
6:15 PM 112 6:45 PM 213
6:16 PM 213 6:46 PM 314
6:17 PM 101 6:47 PM 314
6:18 PM 123 6:48 PM 314
6:19 PM 123 6:49 PM 213
6:20 PM 235 6:50 PM 213
6:21 PM 3710 6:51 PM 011
6:22 PM 369 6:52 PM 112
6:23 PM 358 6:53 PM 112
6:24 PM 459 6:54 PM 213
6:25 PM 448 6:55 PM 202
6:26 PM 459 6:56 PM 000
6:27 PM 459 6:57 PM 011
6:28 PM 459 6:58 PM 123
6:29 PM 448 6:59 PM 224
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-4
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 426 7:30 AM 101 8:00 AM 224 8:30 AM 246
7:01 AM 426 7:31 AM 022 8:01 AM 314 8:31 AM 246
7:02 AM 347 7:32 AM 055 8:02 AM 314 8:32 AM 224
7:03 AM 246 7:33 AM 066 8:03 AM 224 8:33 AM 112
7:04 AM 145 7:34 AM 279 8:04 AM 123 8:34 AM 123
7:05 AM 145 7:35 AM 3710 8:05 AM 123 8:35 AM 123
7:06 AM 325 7:36 AM 2810 8:06 AM 022 8:36 AM 235
7:07 AM 224 7:37 AM 3811 8:07 AM 224 8:37 AM 426
7:08 AM 325 7:38 AM 3811 8:08 AM 325 8:38 AM 325
7:09 AM 336 7:39 AM 3710 8:09 AM 213 8:39 AM 123
7:10 AM 336 7:40 AM 279 8:10 AM 112 8:40 AM 134
7:11 AM 325 7:41 AM 369 8:11 AM 213 8:41 AM 268
7:12 AM 314 7:42 AM 3811 8:12 AM 246 8:42 AM 369
7:13 AM 314 7:43 AM 189 8:13 AM 167 8:43 AM 459
7:14 AM 325 7:44 AM 279 8:14 AM 268 8:44 AM 459
7:15 AM 145 7:45 AM 369 8:15 AM 347 8:45 AM 279
7:16 AM 336 7:46 AM 268 8:16 AM 246 8:46 AM 369
7:17 AM 314 7:47 AM 369 8:17 AM 235 8:47 AM 257
7:18 AM 235 7:48 AM 459 8:18 AM 235 8:48 AM 246
7:19 AM 134 7:49 AM 358 8:19 AM 235 8:49 AM 145
7:20 AM 224 7:50 AM 257 8:20 AM 347 8:50 AM 235
7:21 AM 224 7:51 AM 347 8:21 AM 235 8:51 AM 246
7:22 AM 426 7:52 AM 437 8:22 AM 235 8:52 AM 459
7:23 AM 325 7:53 AM 426 8:23 AM 314 8:53 AM 336
7:24 AM 213 7:54 AM 415 8:24 AM 213 8:54 AM 246
7:25 AM 112 7:55 AM 314 8:25 AM 112 8:55 AM 246
7:26 AM 213 7:56 AM 314 8:26 AM 022 8:56 AM 235
7:27 AM 123 7:57 AM 303 8:27 AM 235 8:57 AM 224
7:28 AM 213 7:58 AM 224 8:28 AM 235 8:58 AM 224
7:29 AM 202 7:59 AM 145 8:29 AM 134 8:59 AM 156
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-5
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
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Queue Pick‐
up to Order
Board
Queue Order
Board Back Total Queue
11:00 AM 101 11:30 AM 213 12:00 PM 314 12:30 PM 145
11:01 AM 101 11:31 AM 213 12:01 PM 314 12:31 PM 134
11:02 AM 011 11:32 AM 224 12:02 PM 123 12:32 PM 325
11:03 AM 123 11:33 AM 246 12:03 PM 112 12:33 PM 303
11:04 AM 213 11:34 AM 246 12:04 PM 213 12:34 PM 303
11:05 AM 213 11:35 AM 246 12:05 PM 213 12:35 PM 112
11:06 AM 202 11:36 AM 268 12:06 PM 235 12:36 PM 112
11:07 AM 202 11:37 AM 358 12:07 PM 235 12:37 PM 123
11:08 AM 224 11:38 AM 257 12:08 PM 235 12:38 PM 123
11:09 AM 224 11:39 AM 257 12:09 PM 213 12:39 PM 213
11:10 AM 224 11:40 AM 257 12:10 PM 213 12:40 PM 336
11:11 AM 325 11:41 AM 279 12:11 PM 123 12:41 PM 336
11:12 AM 202 11:42 AM 3811 12:12 PM 235 12:42 PM 336
11:13 AM 202 11:43 AM 3710 12:13 PM 325 12:43 PM 426
11:14 AM 101 11:44 AM 369 12:14 PM 314 12:44 PM 314
11:15 AM 000 11:45 AM 3811 12:15 PM 213 12:45 PM 314
11:16 AM 000 11:46 AM 369 12:16 PM 213 12:46 PM 303
11:17 AM 011 11:47 AM 369 12:17 PM 101 12:47 PM 202
11:18 AM 112 11:48 AM 279 12:18 PM 000 12:48 PM 101
11:19 AM 213 11:49 AM 3710 12:19 PM 000 12:49 PM 101
11:20 AM 202 11:50 AM 4610 12:20 PM 000 12:50 PM 022
11:21 AM 202 11:51 AM 459 12:21 PM 000 12:51 PM 224
11:22 AM 112 11:52 AM 459 12:22 PM 123 12:52 PM 202
11:23 AM 112 11:53 AM 459 12:23 PM 246 12:53 PM 112
11:24 AM 123 11:54 AM 358 12:24 PM 235 12:54 PM 123
11:25 AM 213 11:55 AM 336 12:25 PM 235 12:55 PM 224
11:26 AM 202 11:56 AM 336 12:26 PM 325 12:56 PM 235
11:27 AM 213 11:57 AM 426 12:27 PM 303 12:57 PM 314
11:28 AM 112 11:58 AM 314 12:28 PM 325 12:58 PM 415
11:29 AM 123 11:59 AM 202 12:29 PM 235 12:59 PM 415
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-6
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 101 4:30 PM 235 5:00 PM 404 5:30 PM 448
4:01 PM 000 4:31 PM 325 5:01 PM 303 5:31 PM 448
4:02 PM 022 4:32 PM 426 5:02 PM 202 5:32 PM 448
4:03 PM 134 4:33 PM 426 5:03 PM 314 5:33 PM 459
4:04 PM 224 4:34 PM 336 5:04 PM 314 5:34 PM 448
4:05 PM 213 4:35 PM 336 5:05 PM 325 5:35 PM 437
4:06 PM 202 4:36 PM 325 5:06 PM 224 5:36 PM 437
4:07 PM 101 4:37 PM 325 5:07 PM 213 5:37 PM 437
4:08 PM 112 4:38 PM 404 5:08 PM 224 5:38 PM 437
4:09 PM 101 4:39 PM 303 5:09 PM 235 5:39 PM 325
4:10 PM 011 4:40 PM 415 5:10 PM 336 5:40 PM 325
4:11 PM 022 4:41 PM 314 5:11 PM 336 5:41 PM 325
4:12 PM 224 4:42 PM 415 5:12 PM 437 5:42 PM 325
4:13 PM 224 4:43 PM 426 5:13 PM 426 5:43 PM 314
4:14 PM 224 4:44 PM 415 5:14 PM 415 5:44 PM 314
4:15 PM 224 4:45 PM 314 5:15 PM 325 5:45 PM 213
4:16 PM 325 4:46 PM 303 5:16 PM 325 5:46 PM 213
4:17 PM 415 4:47 PM 314 5:17 PM 325 5:47 PM 224
4:18 PM 415 4:48 PM 325 5:18 PM 336 5:48 PM 325
4:19 PM 415 4:49 PM 235 5:19 PM 448 5:49 PM 314
4:20 PM 202 4:50 PM 235 5:20 PM 437 5:50 PM 303
4:21 PM 202 4:51 PM 314 5:21 PM 437 5:51 PM 303
4:22 PM 101 4:52 PM 303 5:22 PM 336 5:52 PM 314
4:23 PM 000 4:53 PM 314 5:23 PM 336 5:53 PM 314
4:24 PM 011 4:54 PM 426 5:24 PM 448 5:54 PM 404
4:25 PM 112 4:55 PM 426 5:25 PM 459 5:55 PM 112
4:26 PM 213 4:56 PM 426 5:26 PM 459 5:56 PM 134
4:27 PM 224 4:57 PM 415 5:27 PM 448 5:57 PM 134
4:28 PM 235 4:58 PM 415 5:28 PM 448 5:58 PM 235
4:29 PM 336 4:59 PM 404 5:29 PM 459 5:59 PM 336
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-7
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 336 6:30 PM 202
6:01 PM 437 6:31 PM 101
6:02 PM 426 6:32 PM 011
6:03 PM 426 6:33 PM 112
6:04 PM 426 6:34 PM 101
6:05 PM 437 6:35 PM 101
6:06 PM 426 6:36 PM 123
6:07 PM 426 6:37 PM 123
6:08 PM 415 6:38 PM 123
6:09 PM 415 6:39 PM 224
6:10 PM 415 6:40 PM 224
6:11 PM 415 6:41 PM 224
6:12 PM 202 6:42 PM 325
6:13 PM 202 6:43 PM 314
6:14 PM 101 6:44 PM 303
6:15 PM 011 6:45 PM 303
6:16 PM 112 6:46 PM 303
6:17 PM 101 6:47 PM 303
6:18 PM 101 6:48 PM 303
6:19 PM 123 6:49 PM 303
6:20 PM 134 6:50 PM 112
6:21 PM 235 6:51 PM 123
6:22 PM 314 6:52 PM 224
6:23 PM 325 6:53 PM 224
6:24 PM 325 6:54 PM 224
6:25 PM 314 6:55 PM 213
6:26 PM 314 6:56 PM 202
6:27 PM 314 6:57 PM 123
6:28 PM 303 6:58 PM 224
6:29 PM 202 6:59 PM 325
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-8
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
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Queue Pick‐
up to Order
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Queue Order
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7:00 AM 4610 7:30 AM 347 8:00 AM 3710 8:30 AM 21012
7:01 AM 4711 7:31 AM 347 8:01 AM 3710 8:31 AM 11011
7:02 AM 4711 7:32 AM 358 8:02 AM 3710 8:32 AM 21012
7:03 AM 4610 7:33 AM 3710 8:03 AM 3710 8:33 AM 21012
7:04 AM 4610 7:34 AM 369 8:04 AM 4711 8:34 AM 21012
7:05 AM 459 7:35 AM 369 8:05 AM 3710 8:35 AM 41014
7:06 AM 448 7:36 AM 369 8:06 AM 4711 8:36 AM 4913
7:07 AM 459 7:37 AM 369 8:07 AM 3912 8:37 AM 31013
7:08 AM 4610 7:38 AM 4610 8:08 AM 3912 8:38 AM 3912
7:09 AM 4610 7:39 AM 4610 8:09 AM 4812 8:39 AM 3811
7:10 AM 358 7:40 AM 4711 8:10 AM 3811 8:40 AM 4812
7:11 AM 347 7:41 AM 4711 8:11 AM 3811 8:41 AM 4913
7:12 AM 437 7:42 AM 3710 8:12 AM 41014 8:42 AM 31013
7:13 AM 437 7:43 AM 3811 8:13 AM 3811 8:43 AM 3912
7:14 AM 437 7:44 AM 279 8:14 AM 2911 8:44 AM 4711
7:15 AM 437 7:45 AM 279 8:15 AM 2911 8:45 AM 4610
7:16 AM 437 7:46 AM 369 8:16 AM 2911 8:46 AM 358
7:17 AM 336 7:47 AM 4610 8:17 AM 3710 8:47 AM 459
7:18 AM 358 7:48 AM 4610 8:18 AM 4711 8:48 AM 448
7:19 AM 347 7:49 AM 268 8:19 AM 4711 8:49 AM 448
7:20 AM 358 7:50 AM 088 8:20 AM 279 8:50 AM 437
7:21 AM 459 7:51 AM 2911 8:21 AM 314 8:51 AM 426
7:22 AM 448 7:52 AM 2911 8:22 AM 4711 8:52 AM 426
7:23 AM 3710 7:53 AM 4913 8:23 AM 4711 8:53 AM 426
7:24 AM 2911 7:54 AM 3710 8:24 AM 3811 8:54 AM 336
7:25 AM 2810 7:55 AM 4610 8:25 AM 4711 8:55 AM 246
7:26 AM 3710 7:56 AM 4610 8:26 AM 4913 8:56 AM 448
7:27 AM 3710 7:57 AM 3710 8:27 AM 41014 8:57 AM 459
7:28 AM 279 7:58 AM 459 8:28 AM 41014 8:58 AM 4610
7:29 AM 369 7:59 AM 459 8:29 AM 41014 8:59 AM 4610
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-9
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 336 11:30 AM 415 12:00 PM 112 12:30 PM 224
11:01 AM 336 11:31 AM 303 12:01 PM 112 12:31 PM 213
11:02 AM 325 11:32 AM 213 12:02 PM 022 12:32 PM 213
11:03 AM 246 11:33 AM 112 12:03 PM 123 12:33 PM 112
11:04 AM 246 11:34 AM 011 12:04 PM 213 12:34 PM 134
11:05 AM 257 11:35 AM 112 12:05 PM 224 12:35 PM 325
11:06 AM 358 11:36 AM 112 12:06 PM 123 12:36 PM 303
11:07 AM 358 11:37 AM 112 12:07 PM 123 12:37 PM 303
11:08 AM 459 11:38 AM 112 12:08 PM 123 12:38 PM 112
11:09 AM 448 11:39 AM 213 12:09 PM 224 12:39 PM 112
11:10 AM 448 11:40 AM 202 12:10 PM 235 12:40 PM 213
11:11 AM 437 11:41 AM 011 12:11 PM 336 12:41 PM 202
11:12 AM 448 11:42 AM 112 12:12 PM 426 12:42 PM 202
11:13 AM 437 11:43 AM 101 12:13 PM 426 12:43 PM 112
11:14 AM 235 11:44 AM 000 12:14 PM 426 12:44 PM 112
11:15 AM 336 11:45 AM 011 12:15 PM 415 12:45 PM 112
11:16 AM 325 11:46 AM 112 12:16 PM 404 12:46 PM 213
11:17 AM 415 11:47 AM 213 12:17 PM 213 12:47 PM 112
11:18 AM 404 11:48 AM 314 12:18 PM 112 12:48 PM 112
11:19 AM 404 11:49 AM 213 12:19 PM 134 12:49 PM 101
11:20 AM 404 11:50 AM 325 12:20 PM 145 12:50 PM 101
11:21 AM 314 11:51 AM 303 12:21 PM 235 12:51 PM 112
11:22 AM 224 11:52 AM 202 12:22 PM 325 12:52 PM 224
11:23 AM 224 11:53 AM 101 12:23 PM 314 12:53 PM 213
11:24 AM 213 11:54 AM 112 12:24 PM 336 12:54 PM 202
11:25 AM 213 11:55 AM 101 12:25 PM 426 12:55 PM 101
11:26 AM 123 11:56 AM 112 12:26 PM 224 12:56 PM 101
11:27 AM 123 11:57 AM 213 12:27 PM 213 12:57 PM 000
11:28 AM 213 11:58 AM 202 12:28 PM 202 12:58 PM 011
11:29 AM 325 11:59 AM 112 12:29 PM 022 12:59 PM 112
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-10
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 224 4:30 PM 314 5:00 PM 101 5:30 PM 213
4:01 PM 235 4:31 PM 303 5:01 PM 101 5:31 PM 213
4:02 PM 134 4:32 PM 314 5:02 PM 101 5:32 PM 202
4:03 PM 235 4:33 PM 325 5:03 PM 112 5:33 PM 112
4:04 PM 325 4:34 PM 314 5:04 PM 213 5:34 PM 112
4:05 PM 426 4:35 PM 314 5:05 PM 213 5:35 PM 101
4:06 PM 404 4:36 PM 415 5:06 PM 202 5:36 PM 134
4:07 PM 202 4:37 PM 437 5:07 PM 101 5:37 PM 257
4:08 PM 101 4:38 PM 336 5:08 PM 112 5:38 PM 235
4:09 PM 000 4:39 PM 336 5:09 PM 112 5:39 PM 224
4:10 PM 011 4:40 PM 336 5:10 PM 112 5:40 PM 314
4:11 PM 101 4:41 PM 437 5:11 PM 145 5:41 PM 426
4:12 PM 101 4:42 PM 426 5:12 PM 044 5:42 PM 314
4:13 PM 112 4:43 PM 437 5:13 PM 055 5:43 PM 314
4:14 PM 123 4:44 PM 426 5:14 PM 156 5:44 PM 202
4:15 PM 112 4:45 PM 415 5:15 PM 257 5:45 PM 000
4:16 PM 213 4:46 PM 415 5:16 PM 246 5:46 PM 000
4:17 PM 314 4:47 PM 303 5:17 PM 246 5:47 PM 011
4:18 PM 314 4:48 PM 213 5:18 PM 336 5:48 PM 101
4:19 PM 224 4:49 PM 112 5:19 PM 325 5:49 PM 101
4:20 PM 325 4:50 PM 213 5:20 PM 314 5:50 PM 101
4:21 PM 314 4:51 PM 202 5:21 PM 303 5:51 PM 000
4:22 PM 314 4:52 PM 314 5:22 PM 303 5:52 PM 022
4:23 PM 202 4:53 PM 426 5:23 PM 303 5:53 PM 123
4:24 PM 213 4:54 PM 325 5:24 PM 202 5:54 PM 235
4:25 PM 213 4:55 PM 202 5:25 PM 202 5:55 PM 336
4:26 PM 213 4:56 PM 202 5:26 PM 011 5:56 PM 358
4:27 PM 235 4:57 PM 202 5:27 PM 123 5:57 PM 358
4:28 PM 235 4:58 PM 011 5:28 PM 224 5:58 PM 358
4:29 PM 224 4:59 PM 112 5:29 PM 224 5:59 PM 358
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-11
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 347 6:30 PM 112
6:01 PM 145 6:31 PM 213
6:02 PM 145 6:32 PM 202
6:03 PM 235 6:33 PM 224
6:04 PM 325 6:34 PM 224
6:05 PM 325 6:35 PM 123
6:06 PM 415 6:36 PM 224
6:07 PM 314 6:37 PM 314
6:08 PM 303 6:38 PM 314
6:09 PM 303 6:39 PM 314
6:10 PM 314 6:40 PM 404
6:11 PM 415 6:41 PM 415
6:12 PM 314 6:42 PM 213
6:13 PM 314 6:43 PM 112
6:14 PM 314 6:44 PM 011
6:15 PM 213 6:45 PM 112
6:16 PM 213 6:46 PM 101
6:17 PM 213 6:47 PM 112
6:18 PM 314 6:48 PM 112
6:19 PM 314 6:49 PM 101
6:20 PM 235 6:50 PM 112
6:21 PM 224 6:51 PM 101
6:22 PM 314 6:52 PM 022
6:23 PM 303 6:53 PM 022
6:24 PM 314 6:54 PM 123
6:25 PM 303 6:55 PM 112
6:26 PM 202 6:56 PM 112
6:27 PM 213 6:57 PM 101
6:28 PM 101 6:58 PM 101
6:29 PM 112 6:59 PM 011
Starbucks
1224 N Harbor Blvd
Anaheim, CA 92801
C-12
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-21-4466-1
Starbucks Bristol & Birch, Newport Beach
N:\4400\2214466 - Starbucks Bristol & Birch, Newport Beach\Misc\4466 Dividers.doc
APPENDIX D
EXISTING TRAFFIC COUNT DATA
T218
DATE:LOCATION:PROJECT #:SC
Tue, Oct 12, 21 NORTH & SOUTH: LOCATION #:1 EAST & WEST: CONTROL:NO CONTROL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:XX0 X XXX40XX X 0000
7:00 AM 001 0 000177100 0 179 00000 317:15 AM 003 0 000212100 0 216 00000 407:30 AM 000 0 000259000 0 259 00000 457:45 AM 004 0 000282100 0 287 00000 318:00 AM 003 0 000309000 0 312 00000 498:15 AM 003 0 000321200 0 326 00000 498:30 AM 000 0 000340100 0 341 00000 408:45 AM 002 0 000305300 0 310 00000 36
VOLUMES 0 0 16 0 0 0 0 2,205 9 0 0 0 2,230 0 0 0 0 0
APPROACH % 0% 0% 100% 0% 0% 0% 0% 100% 0% 0% 0% 0%
APP/DEPART 16 /00 /9 2,214 /2,221 0 /00
BEGIN PEAK HR
VOLUMES 008 0 0001,275600 01,289
APPROACH % 0% 0% 100% 0% 0% 0% 0% 100% 0% 0% 0% 0%PEAK HR FACTOR 0.667 0.000 0.939 0.000 0.945APP/DEPART 8 /00 /6 1,281 /1,283 0 /004:00 PM 001 0 000337000 0 338 00000 474:15 PM 002 0 000303200 0 307 00000 374:30 PM 002 0 000311300 0 316 00000 414:45 PM 004 0 000371100 0 376 00000 53
5:00 PM 004 0 000387300 0 394 00000 53
5:15 PM 002 0 000353500 0 360 00000 42
5:30 PM 007 0 000368500 0 380 00000 51
5:45 PM 003 0 000312300 0 318 00000 41
VOLUMES 0 0 25 0 0 0 0 2,742 22 0 0 0 2,789 0 0 0 0 0
APPROACH % 0% 0% 100% 0% 0% 0% 0% 99% 1% 0% 0% 0%APP/DEPART 25 /00 /22 2,764 /2,767 0 /00BEGIN PEAK HRVOLUMES 0 0 17 0 0 0 0 1,479 14 0 0 0 1,510APPROACH % 0% 0% 100% 0% 0% 0% 0% 99% 1% 0% 0% 0%PEAK HR FACTOR 0.607 0.000 0.957 0.000 0.958APP/DEPART 17 /00 /14 1,493 /1,496 0 /00
Burger King Dwy
NORTH SIDE
Bristol WEST SIDE EAST SIDE Bristol
SOUTH SIDE
Burger King Dwy
EB through/ right
turn lane
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Newport Beach
Burger King Dwy
Bristol
U-TURNS
Burger King Dwy
No queue EB to Burger King. EB through/right turn lane (BD17)
Burger King Dwy Bristol Bristol
AM
8:00 AM
PM
4:45 PM
Add U-Turns to Left Turns
D-1
0000TOTAL 0
0 000PM 0
0 000AM 0
0 0 0
0 0 0 0 0 0
0 0 0
TO
T
A
L
PM AM 0 0 0
0 0 0 AM PM
TO
T
A
L
4,
9
4
7
2,
7
4
2
2,
2
0
5
31
22
9
2,
2
2
1
2,
7
6
7
4,
9
8
8
4,
9
7
8
2,
7
6
4
2,
2
1
4
9 AM 001616
22 PM 002525
31 TOTAL 0 0 41 41
0000TOTAL 0
0 000PM 0
0 000AM 0
0 0 0
0 0 0 0 0 0
0 0 0
TO
T
A
L
PM AM AM 8:00 AM
8:45 AM
0 0 0
0 0 0
#N/A
AM PM
TO
T
A
L
2,
7
5
4
1,
4
7
9
1,
2
7
5
PM 4:45 PM
5:45 PM
20
14
6
1,
2
8
3
1,
4
9
6
2,
7
7
9
2,
7
7
4
1,
4
9
3
1,
2
8
1
6 AM 0088
14 PM 001717
20 Total 0 0 25 25
AimTD LLC
TURNING MOVEMENT COUNTS
Burger King Dwy
Br
i
s
t
o
l
Br
i
s
t
o
l
SC
ALL HOURS
Newport Beach
Burger King Dwy
Burger King Dwy
Burger King Dwy
Br
i
s
t
o
l
Br
i
s
t
o
l
PEAK HOUR
D-2
T218
DATE:LOCATION:PROJECT #:SCTue, Oct 12, 21 NORTH & SOUTH:LOCATION #:2 EAST & WEST:CONTROL:NO CONTROL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:X40 0 2XXXX0X 0 0000
7:00 AM 0320 2 34000010 1 70 000007:15 AM 0311 2 40000000 0 74 00000
7:30 AM 0581 3 62000020 1 127 010017:45 AM 0792 3 78000000 1 163 00000
8:00 AM 0791 4125000020 1 212 000008:15 AM 0850 4102000000 3 194 000008:30 AM 01021 3135000010 2 244 00000
8:45 AM 01050 4112000000 4 225 01001VOLUMES 05716 25688000060131,30902002
APPROACH % 0% 99% 1% 4% 96% 0% 0% 0% 0% 32% 0% 68%APP/DEPART 577 /586 713 /694 0 /29 19 /00BEGIN PEAK HR
VOLUMES 03712 1547400003010875APPROACH % 0% 99% 1% 3% 97% 0% 0% 0% 0% 23% 0% 77%
PEAK HR FACTOR 0.888 0.886 0.000 0.813 0.897APP/DEPART 373 /382 489 /477 0 /16 13 /004:00 PM 0970 3 92000010 2 195 00000
4:15 PM 01030 3102000000 1 209 000004:30 PM 01013 3107000000 3 217 00000
4:45 PM 0980 5119000000 2 224 010015:00 PM 01230 4107000020 2 238 010015:15 PM 01201 4120000010 0 246 03003
5:30 PM 0961 3115000010 0 216 010015:45 PM 0640 3107000000 6 180 00000
VOLUMES 08025 28869000050161,72506006APPROACH % 0% 99% 1% 3% 97% 0% 0% 0% 0% 24% 0% 76%APP/DEPART 807 /824 897 /874 0 /27 21 /00
BEGIN PEAK HRVOLUMES 04424 16453000030 7 925
APPROACH % 0% 99% 1% 3% 97% 0% 0% 0% 0% 30% 0% 70%PEAK HR FACTOR 0.907 0.946 0.000 0.625 0.940APP/DEPART 446 /454 469 /456 0 /15 10 /00
Birch
NORTH SIDE
Burger King Dwy WEST SIDE EAST SIDE Burger King Dwy
SOUTH SIDE
Birch
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Newport Beach
Birch
Burger King Dwy
U-TURNS
Birch
Queue NB till Burger King Dwy:
16:16:10, 16:17:22, 16:26:11, 16:36:22, 17:02:16, 17:56:58
Birch Burger King Dwy Burger King Dwy
AM
8:00 AM
PM
4:30 PM
Add U-Turns to Left Turns
D-3
1,610 0 1,557 53 TOTAL 1,410
897 0 869 28 PM 824
713 0 688 25 AM 586
19
21
40
0 0 0 13
16
29
0 0 0
TO
T
A
L
PM AM 6 5
11
0 0 0 AM PM
TO
T
A
L
0 0 0
0 0 0 29
27
56
0 0 0
694 AM 0 571 6 577
874 PM 0 802 5 807
1,568 TOTAL 0 1,373 11 1,384
958 0 927 31 TOTAL 836
469 0 453 16 PM 454
489 0 474 15 AM 382
13
10
23
0 0 0 10
7
17
0 0 0
TO
T
A
L
PM AM AM 8:00 AM
8:45 AM
3 3 6
0 0 0
#N/A
AM PM
TO
T
A
L
0 0 0 PM 4:30 PM
5:45 PM
0 0 0 16
15
31
0 0 0
477 AM 0 371 2 373
456 PM 0 442 4 446
933 Total 0 813 6 819
AimTD LLC
TURNING MOVEMENT COUNTS
Birch
Bu
r
g
e
r
K
i
n
g
D
w
y
Bu
r
g
e
r
K
i
n
g
D
w
y
SC
ALL HOURS
Newport Beach
Birch
Birch
Birch
Bu
r
g
e
r
K
i
n
g
D
w
y
Bu
r
g
e
r
K
i
n
g
D
w
y
PEAK HOUR
D-4
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-21-4466-1
Starbucks Bristol & Birch, Newport Beach
N:\4400\2214466 - Starbucks Bristol & Birch, Newport Beach\Misc\4466 Dividers.doc
APPENDIX E
LEVEL OF SERVICE CALCULATION WORKSHEETS
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\4400\2214466 - Starbucks Bristol & Birch, Newport Beach\Misc\4466 Sub-Dividers.doc
APPENDIX E-I
EXISTING TRAFFIC CONDITIONS
E-1
0.024Volume to Capacity (v/c):
CLevel Of Service:
15.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Project Driveway No. 1 at Bristol Street
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Bristol StreetBristol StreetProject Driveway No. 1Name
Intersection Setup
000Pedestrian Volume [ped/h]
006134980Total Analysis Volume [veh/h]
00233720Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.94500.94500.94500.9500Peak Hour Factor
006127580Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
006127580Base Volume Input [veh/h]
Bristol StreetBristol StreetProject Driveway No. 1Name
Volumes
Scenario 1: 1 AM Existing
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-2
CIntersection LOS
0.09d_I, Intersection Delay [s/veh]
AACApproach LOS
0.000.0015.89d_A, Approach Delay [s/veh]
0.000.000.000.001.810.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.070.0095th-Percentile Queue Length [veh/ln]
AACMovement LOS
0.000.000.000.0015.890.00d_M, Delay for Movement [s/veh]
0.000.000.000.010.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Scenario 1: 1 AM Existing
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-3
0.006Volume to Capacity (v/c):
BLevel Of Service:
11.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Birch Street at Project Driveway No. 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project Driveway No. 2Birch StreetBirch StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
113528172414Total Analysis Volume [veh/h]
3113241103Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89700.89700.89700.89700.89700.8970Peak Hour Factor
103474152371Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
103474152371Base Volume Input [veh/h]
Project Driveway No. 2Birch StreetBirch StreetName
Volumes
Scenario 1: 1 AM Existing
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-4
BIntersection LOS
0.29d_I, Intersection Delay [s/veh]
BAAApproach LOS
10.080.260.00d_A, Approach Delay [s/veh]
1.481.480.001.140.000.0095th-Percentile Queue Length [ft/ln]
0.060.060.000.050.000.0095th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.6111.800.008.210.000.00d_M, Delay for Movement [s/veh]
0.010.010.010.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 1: 1 AM Existing
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-5
0.062Volume to Capacity (v/c):
CLevel Of Service:
18.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Project Driveway No. 1 at Bristol Street
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Bristol StreetBristol StreetProject Driveway No. 1Name
Intersection Setup
000Pedestrian Volume [ped/h]
00151544180Total Analysis Volume [veh/h]
00438640Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95800.95800.95800.9500Peak Hour Factor
00141479170Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00141479170Base Volume Input [veh/h]
Bristol StreetBristol StreetProject Driveway No. 1Name
Volumes
Scenario 2: 2 PM Existing
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-6
CIntersection LOS
0.21d_I, Intersection Delay [s/veh]
AACApproach LOS
0.000.0018.22d_A, Approach Delay [s/veh]
0.000.000.000.004.930.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.200.0095th-Percentile Queue Length [veh/ln]
AACMovement LOS
0.000.000.000.0018.220.00d_M, Delay for Movement [s/veh]
0.000.000.000.020.060.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Scenario 2: 2 PM Existing
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-7
0.006Volume to Capacity (v/c):
BLevel Of Service:
12.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Birch Street at Project Driveway No. 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project Driveway No. 2Birch StreetBirch StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
73482174470Total Analysis Volume [veh/h]
2112041118Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94000.94000.94000.94000.94000.9400Peak Hour Factor
73453164442Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
73453164442Base Volume Input [veh/h]
Project Driveway No. 2Birch StreetBirch StreetName
Volumes
Scenario 2: 2 PM Existing
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-8
BIntersection LOS
0.25d_I, Intersection Delay [s/veh]
BAAApproach LOS
10.470.290.00d_A, Approach Delay [s/veh]
1.141.140.001.190.000.0095th-Percentile Queue Length [ft/ln]
0.050.050.000.050.000.0095th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.7912.060.008.370.000.00d_M, Delay for Movement [s/veh]
0.010.010.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 2: 2 PM Existing
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-9
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\4400\2214466 - Starbucks Bristol & Birch, Newport Beach\Misc\4466 Sub-Dividers.doc
APPENDIX E-II
EXISTING (WITH STARBUCKS)
TRAFFIC CONDITIONS
E-10
0.104Volume to Capacity (v/c):
CLevel Of Service:
17.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Project Driveway No. 1 at Bristol Street
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Bristol StreetBristol StreetProject Driveway No. 1Name
Intersection Setup
000Pedestrian Volume [ped/h]
00481349340Total Analysis Volume [veh/h]
001233780Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.94500.94500.94500.9500Peak Hour Factor
00451275320Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00451275320Base Volume Input [veh/h]
Bristol StreetBristol StreetProject Driveway No. 1Name
Volumes
Scenario 3: 3 AM Existing + Project
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-11
CIntersection LOS
0.41d_I, Intersection Delay [s/veh]
AACApproach LOS
0.000.0017.23d_A, Approach Delay [s/veh]
0.000.000.000.008.590.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.340.0095th-Percentile Queue Length [veh/ln]
AACMovement LOS
0.000.000.000.0017.230.00d_M, Delay for Movement [s/veh]
0.000.000.000.010.100.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Scenario 3: 3 AM Existing + Project
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-12
0.050Volume to Capacity (v/c):
BLevel Of Service:
13.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Birch Street at Project Driveway No. 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project Driveway No. 2Birch StreetBirch StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
60255285025414Total Analysis Volume [veh/h]
156132136103Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89700.89700.89700.89700.89700.8970Peak Hour Factor
54224744522371Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
54224744522371Base Volume Input [veh/h]
Project Driveway No. 2Birch StreetBirch StreetName
Volumes
Scenario 3: 3 AM Existing + Project
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-13
BIntersection LOS
1.24d_I, Intersection Delay [s/veh]
BAAApproach LOS
11.130.720.00d_A, Approach Delay [s/veh]
10.7910.790.003.510.000.0095th-Percentile Queue Length [ft/ln]
0.430.430.000.140.000.0095th-Percentile Queue Length [veh/ln]
BBAAAAMovement LOS
10.3612.970.008.370.000.00d_M, Delay for Movement [s/veh]
0.080.050.010.040.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 3: 3 AM Existing + Project
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-14
0.055Volume to Capacity (v/c):
CLevel Of Service:
18.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Project Driveway No. 1 at Bristol Street
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Bristol StreetBristol StreetProject Driveway No. 1Name
Intersection Setup
000Pedestrian Volume [ped/h]
00211544160Total Analysis Volume [veh/h]
00538640Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95800.95800.95800.9500Peak Hour Factor
00201479150Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00201479150Base Volume Input [veh/h]
Bristol StreetBristol StreetProject Driveway No. 1Name
Volumes
Scenario 4: 4 PM Existing + Project
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-15
CIntersection LOS
0.18d_I, Intersection Delay [s/veh]
AACApproach LOS
0.000.0018.18d_A, Approach Delay [s/veh]
0.000.000.000.004.370.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.170.0095th-Percentile Queue Length [veh/ln]
AACMovement LOS
0.000.000.000.0018.180.00d_M, Delay for Movement [s/veh]
0.000.000.000.020.060.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Scenario 4: 4 PM Existing + Project
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-16
0.022Volume to Capacity (v/c):
BLevel Of Service:
12.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Birch Street at Project Driveway No. 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project Driveway No. 2Birch StreetBirch StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
27114822111470Total Analysis Volume [veh/h]
7312053118Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94000.94000.94000.94000.94000.9400Peak Hour Factor
25104532010442Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
25104532010442Base Volume Input [veh/h]
Project Driveway No. 2Birch StreetBirch StreetName
Volumes
Scenario 4: 4 PM Existing + Project
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-17
BIntersection LOS
0.57d_I, Intersection Delay [s/veh]
BAAApproach LOS
10.730.350.00d_A, Approach Delay [s/veh]
4.524.520.001.490.000.0095th-Percentile Queue Length [ft/ln]
0.180.180.000.060.000.0095th-Percentile Queue Length [veh/ln]
BBAAAAMovement LOS
10.0612.370.008.410.000.00d_M, Delay for Movement [s/veh]
0.040.020.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 4: 4 PM Existing + Project
STarbucks Bristol & Birch, Newport Beach
Version 2021 (SP 0-6)
Generated with
E-18
Tmplt: 01/18/23
Attachment No. CD 4
Project Plans