City of Menifee TIA Guidelines
January 2022
21 This scoping form shall be completed and submitted to the City of Menifee to assist in identifying infrastructure improvements that may be required to support traffic from the proposed project.
PProjectt Identification:
Case Number:
Related Cases:
SP No.
EIR No.
GPA No.
CZ No.
Project Name:
Project Address:
Project Opening
Year:
Project
Description:
Consultant: Developer:
Name:
Address:
Telephone:
Fax/Email:
Tripp Generationn Information:
Trip Generation Data Source:
Current General Plan Land Use: Proposed General Plan Land Use:
Current Zoning: Proposed Zoning:
Attachmentt A:: Projectt Scopingg Form
DEV2022-027
Shoppes at the Lakes
29101 Newport Road - bounded by Newport, Menifee, Rockport, and Laguna Vista 11,992 square foot (150-student) KinderCare, and a single tunnel automated car wash (Mister Car Wash) to replace the 40,000 square feet of general commercial retail use evaluated in the 2014 Traffic Study
Charlene So, Urban Crossroads, Inc.
1133 Camelback St, #8329
Newport Beach, CA 92658
949-861-0177
[email protected]
USS Slaton, LLC
1848 Arroyo Drive
Riverisde, CA 92506
951-248-1100
ITE Trip Generation Manual (11th Edition, 2021)
General Commercial
General Commercial
General Commercial
General Commercial
City of Menifee TIA Guidelines
January 2022
22 Existing Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Trip Internalization: Yes No ( % Trip Discount)
Pass-By Allowance: Yes No ( % Trip Discount)
Potential Screening Checks
Is your project screened from specific analyses (see Page 5 of the guidelines related to LOS assessment).
Is the project screened from VMT assessment? Yes No
VMT Analysis Scoping
For projects that are not screened, identify the following:
x Travel Demand Forecasting Model Used
x Attach WRCOG Screening VMT Assessment output or describe why it is not appropriate for use
x Attach proposed Model Land Use Inputs and Assumed Conversion Factors (attach)
Signatures
TIA Preparer: City (Approved by):
VMT screening justification (see Pages 10-12 of the guidelines):
* See also attached memo
(KinderCare & Mister Car Wash Only)
No trip reductions applied
87 80
167
99 205
106
X
10 Varies
Varies per latest ITE
Consistent with 2014 Study
Not Applicable
Not Aplicable
DATE: September 8, 2023
TO: Run Chen, City of Menifee
FROM: Charlene So, Urban Crossroads
JOB NO: 15599-01 TA Memo
SHOPPES AT THE LAKES (DEV2022-027) FOCUSED TRAFFIC
ASSESSMENT
Urban Crossroads, Inc. is pleased to submit this focused traffic assessment to the City of Menifee regarding the proposed KinderCare and Mister Car Wash uses within the existing Shoppes at the Lakes development (Project), which is located at 29101 Newport Road in the City of Menifee. This letter describes the proposed Project trip generation and determines whether any additional traffic operations analysis is required based on the City of Menifee Engineering Department LOS Traffic Study Guidelines (Revised October 2020, referred to as City Guidelines).
PROPOSED PROJECT
The Project includes the development of an 11,992 square foot KinderCare with a single tunnel Mister Car Wash on the vacant southeast quadrant of the existing Shoppes at the Lakes development ( bounded by Newport Road to the north, Menifee Road to the west, Laguna Vista Drive to the east, and Rockport Road to the south ). KinderCare is anticipated to have 150 students with most being dropped off between 6 AM and 9 AM (will depend on when the facility opens) and picked up between 4 PM to 6 PM. Parents will park and walk in to either drop off or pick up their children. Operational hours for the Mister Car Wash are likely to start around 7 AM or 8 AM and would close at 8 PM (potentially earlier on the weekends). A preliminary site plan is shown on Exhibit 1.
The Project was previously evaluated in the Newport and Menifee Retail Traffic Impact Analysis (prepared by Urban Crossroads, Inc., dated January 16, 2014 , referred to as 2014 Traffic Study ). At the time the 2014 Traffic Study was conducted, the southeast portion of the site plan was not yet finalized. As such, the 2014 Traffic Study evaluated 40,000 square feet of general retail as the maximum allowable development within the Project boundary.
Run Chen, City of Menifee
September 8, 2023
15599-01 TA Memo
EXHIBIT 1: PRELIMINARY SITE PLAN
TRIP GENERATION
CURRENTLY APPROVED PROJECT
The Project includes the development of an 11,992 square foot KinderCare with a single tunnel Mister Car Wash (automated car wash). As noted previously, the 2014 Traffic Study evaluated the following mix of uses for the entire Shoppes at the Lakes shopping center:
• 45,272 square foot grocery store
• 5,000 square foot bank with drive-through window
• 14,576 square foot pharmacy with drive-through window • 7,000 square foot fast-food restaurant with drive-through window • 7,360 square foot high turnover (sit-down) restaurant • 58,883 square feet of general commercial retail (shopping center) use • Total of 138,091 square feet
Of the 58,883 square feet of general commercial retail use evaluated, 40,000 square feet of that total is attributable to the area covered by the proposed KinderCare and Mister Car Wash. At the time of the preparation of the 2014 Traffic Study, development on this portion of the site was not known and 40,000 square feet of shopping center use was assumed as a placeholder. Table 1 summarizes the currently approved trip generation for the Project as evaluated in the 2014 Traffic
Run Chen, City of Menifee
September 8, 2023
15599-01 TA Memo
Study. As shown on Table 1, the shopping center was anticipated to generate 7,391 two-way trips per day with 563 AM peak hour trips and 661 PM peak hour trips.
TABLE 1: APPROVED PROJECT TRIP GENERATION
PROPOSED PROJECT
Trip generation rates for the proposed uses are shown on Table 2. The trip generation rates used for this analysis are based upon information collected by the Institute of Transportation Engineers (ITE) as provided in their Trip Generation Manual (11th Edition, 2021). For purposes of the trip generation assessment, the following ITE land use code s have been used for the proposed Project (see Table 2):
• Da y Care Center (ITE 565)
• Medical Office (ITE 720)
• Shopping Center (ITE 820)
• Tire Store (ITE 848)
• Supermarket (ITE 850)
• Pharmacy with Drive-Through Window (IT 881)
• Fast Food Restaurant with Drive-Through Window (ITE 934) • Coffee Shop with Drive-Through Window (ITE 937)
• Automated Car Wash – there is an ITE rate (ITE 948), but the rate is provided for the weekday PM peak hour only (no AM or daily rate) and the average rate is based on data collected at 3 surveyed sites from the 1990’s and 2000’s. As such, we’ve used other empirical data collected for similar existing uses to develop a unique trip generation rate (see Attachment A).
The Tire Store rate based on number of service bays has more surveyed sites but does not include a daily trip generation rate. As such, the trip generation rate based on square footage has been used for calculating the daily trip generation. The identified uses are based on the existing lease and proposed future uses for each building space on the site.
Land Use Quantity Units1 In Out Total I n Out Total Daily Supermarket 45.272 TSF 96 5 8 154 219 211 430 4,629
B
ank with Drive-Thru 5.000 TSF 34 26 60 61 61 122 741
Pharmacy with Drive-Thru 14.576 TSF 26 24 50 72 72 144 1,413 Fast-Food with Drive-Thru 7.000 TSF 162 156 318 119 110 229 3,473 High Turnover (Sit-Down) Restaurant 7.360 TSF 44 36 80 43 29 72 936 Retail 58.883 TSF 35 22 57 105 114 219 2,514
Internal Capture Reduction (10%) 0 0 0 -51 -48 -99 -1,119 Pass-by Reduction -78 -78 -156 -228 -228 -456 -5,196
Approved Project Total 319 244 563 340 321 661 7,391
1 TSF = thousand square feet
2 No pass-by trip reductions have been considered because the trips collected at the driveways reflect 100% of the Project traffic.
However, internal capture reduction of 10% has been applied consistent with the approved Newport & Menifee Retail Traffic Study (January 16, 201 AM Peak Hour PM Peak Hour
Run Chen, City of Menifee
September 8, 2023
15599-01 TA Memo
TABLE 2: ITE TRIP GENERATION RATES
Internal capture is a percentage reduction that can be applied to the trip generation estimates for individual land uses to account for trips internal to the site (trips that travel between uses without leaving the site). In other words, trips may be made between the grocery store use, retail shops, medical office, tire store, fast-food uses, and the future KinderCare and Mister Car Wash proposed on-site which can be made either by walking or using internal roadways without using external streets. The internal capture reduction is consistent with the 2014 Traffic Study and assumes only 10 percent which has been applied to the weekday PM and daily trips only.
Pas
s -by percentages have been obtained from the latest ITE Trip Generation Manual (11th Edition, 2021) for each applicable use . Pass-by trips account for trips that are currently on the existing roadway network that would stop by uses within the proposed Project on the way to their ultimate destination. Pass-by trips are associated with vehicle trips that are making a stop at a use on-site on their way to an ultimate designation (such as work or school or home). ITE identifies pass-by trip reductions for th e supermarket, pharmacy, fast -food restaurant use, commercial retail, coffee shop, tire stop, daycare center, and car wash land use categories.
The trip generation summary illustrating daily, and peak hour trip generation estimates for the pr
oposed Project are shown on Table 3 based on the trip generation rates previously identified on Table 2. As shown on Table 3, the proposed Project is anticipated to generate 6,756 two-way trips per day with 561 AM peak hour trips and 650 PM peak hour trips.
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Automated Car Wash3 Tunnel -- 24 24 48 43 43 86 852
Day Care Center STU 565 0.41 0.37 0.78 0.37 0.42 0.79 4.09 Medical Office TSF 720 2.45 0.65 3.10 1.18 2.75 3.93 36.00 Shopping Center TSF 820 2.19 1.34 3.53 4.33 4.70 9.03 94.49 Tire Store Bays/TSF 848 1.34 0.76 2.10 1.44 1.98 3.42 27.69 Supermarket TSF 850 1.69 1.17 2.86 4.48 4.47 8.95 93.84 Pharmacy with Drive-Thru TSF 881 1.94 1.80 3.74 5.13 5.12 10.25 108.40 Fast-Food with Drive-Thru TSF 934 22.75 21.86 44.61 17.18 15.85 33.03 467.48 Coffee Shop with Drive-Thru TSF 937 43.80 42.08 85.88 19.50 19.50 38.99 533.57 1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual , Eleventh Edition (2021). 2 TSF = thousand square feet; STU = Students
3 Based on empirical driveway count data collected at 4 other facilities in September 2021 (see Attachment A-1).
Daily
Run Chen, City of Menifee
September 8, 2023
15599-01 TA Memo
TABLE 3: PROJECT TRIP GENERATION SUMMARY
TRIP GENERATION COMPARISON
Trip generation rates for the proposed uses are shown on Table 4. The trip generation rates used for this analysis are based upon information collected by the ITE as provided in their Trip Generation Manual (11th Edition, 2021). As shown on Table 4, the proposed Project is anticipated to generate a net reduction of 635 two-way trips per day with a reduction of 2 AM peak hour trips and 11 PM peak hour trips.
TABLE 4: PROJECT TRIP GENERATION COMPARISON
Land Use Quantity Units1 In Out Total In Out Total Daily Leased/Future Uses:
Medical Office 3.200 TSF 8 2 10 4 9 13 116
Supermarket 45.112 TSF 76 53 129 202 202 404 4,234
Pharmacy with Drive-Thru 14.576 TSF 28 26 54 75 75 150 1,580 Fast-Food with Drive-Thru 6.718 TSF 153 147 300 115 107 222 3,142 Retail 18.000 TSF 39 24 63 78 85 163 1,702
Coffee Shop with Drive-Thru 1.800 TSF 79 76 155 35 35 70 960 Tire Shop 5 Bays 7 4 11 7 10 17 270
Leased/Future Total 390 332 722 516 523 1,039 12,004
Proposed Project:
KinderCare 150 STU 62 55 117 56 63 119 614
Mister Car Wash 1 Tunnel 24 24 48 43 43 86 852
Internal Capture Reduction (10%) 0 0 0 -62 -63 -124 -1,348 Pass-by Reduction -163 -163 -326 -235 -235 -470 -5,366
Leased/Future + Project Total 313 248 561 319 331 650 6,756 1 TSF = thousand square feet; STU = Students
AM Peak Hour PM Peak Hour
Land Use In Out T otal In Out Total Daily
Currently Approved Project: 319 244 563 340 321 661 7,391 Proposed Project:
Leased/Future Development 390 332 722 516 523 1,039 12,004 Proposed Project: KinderCare & Mister Car Wash 86 79 165 99 106 205 1,466 Internal Capture/Pass-by Reductions -163 -163 -326 -297 -298 -594 -6,714 Proposed Project Total: 313 248 561 319 331 650 6,756
Net Change -6 4 -2 -22 10 -11 -635
AM Peak Hour PM Peak Hour
Run Chen, City of Menifee
September 8, 2023
15599-01 TA Memo
ON-SITE CIRCULATION
The on-site circulation and access for the proposed Project (KinderCare and Mister Car Wash) have been reviewed and compared to the approved Project site plan for the entire shopping center. There are no changes proposed to the existing points of access on the fronting streets of Newport Road, Menifee Road, Laguna Vista Drive, and Rockport Road and there are no new access points to the overall center. Only changes to the on -site circulation as it relates to the proposed KinderCare and Mister Car Wash uses are proposed. Circulation and access comments are denoted below:
A. The parking and access at northwest and southwest corners of the KinderCare is consistent with the approved site plan (refer to Attachment B). Both of these access points either lead to the primary east -west or north -south drive aisles within the existing shopping center.
B. The approved site plan included several access points along the primary east -west internal drive-aisle creating multiple conflict points (refer to Attachment B). The proposed site plan reduces the number of access points to just a single north -south drive aisle separating the KinderCare and Mister Car Wash uses (see Exhibit 2).
C. A vehicle turn template (for a large F- 250 truck) is shown on Exhibit 2 exiting out of the automated car wash tunnel and parking in the nearest vacuum parking stall (closest to the drive-through aisle) (see also Attachment C for larger plan ). Parking spaces for the vacuum stalls have been relocated opposite the car wash tunnel within the parking lot to improve accessibility into the spaces from the car wash tunnel exit.
EXHIBIT 2: CAR WASH ON-SITE PASSENGER VEHICLE TURNING TEMPLATE
Run Chen, City of Menifee
September 8, 2023
15599-01 TA Memo
FINDINGS
The City Guidelines indicate that a transportation assessment (which includes level of service or LOS analysis) shall be required for development projects if the AM or PM peak hour trip generation is expected to exceed 50 net new vehicle trips. As shown on Table 4, the proposed Project in conjunction with the uses that have occupied the existing buildings is anticipated to generate fewer trips than that assessed in the 2014 Traffic Study during both the morning (AM) and evening (PM) peak hours. Lastly, the shopping center’s main acces s points onto the site adjacent roadways are to remain unchanged and only circulation enhancements on -site are proposed (as outlined previously). As such, additional peak hour traffic operations analys es of the existing access points or off -site intersections are not necessary based on the City’s Guidelines.
If you have any questions or comments, I can be reached at [email protected].
15599-01 TA Memo
ATTACHMENT A: SUMMARY OF AUTOMATED CAR WASH SURVEY
DATA
15599-01 TA Memo
TABLE A-1: EXISTING AUTOMATED CAR WASH DATA
Location In Out Total In Out Total Daily
590 N. Magnolia Av., Anaheim 25 25 50 43 43 86 908
210 N. Euclid Wy., Anaheim 16 15 31 29 28 57 580
2961 W. Ball Rd., Anaheim 15 15 30 45 45 90 721
1725 S. Brookhurst St., Anaheim 40 39 79 55 55 110 1,196 Average Trip Generation 24 24 48 43 43 86 852
* Note: data collected in September 2021.
AM Peak Hour PM Peak Hour
Inbound Outbound Total
12:00 AM to 12:15 AM 0 0 0
12:15 AM to 12:30 AM 0 0 0
12:30 AM to 12:45 AM 0 0 0
12:45 AM to 1:00 AM 0 0 0
1:00 AM to 1:15 AM 0 0 0
1:15 AM to 1:30 AM 0 0 0
1:30 AM to 1:45 AM 0 0 0
1:45 AM to 2:00 AM 0 0 0
2:00 AM to 2:15 AM 0 0 0
2:15 AM to 2:30 AM 0 0 0
2:30 AM to 2:45 AM 0 0 0
2:45 AM to 3:00 AM 0 0 0
3:00 AM to 3:15 AM 0 0 0
3:15 AM to 3:30 AM 0 0 0
3:30 AM to 3:45 AM 0 0 0
3:45 AM to 4:00 AM 0 0 0
4:00 AM to 4:15 AM 0 0 0
4:15 AM to 4:30 AM 0 0 0
4:30 AM to 4:45 AM 0 0 0
4:45 AM to 5:00 AM 0 0 0
5:00 AM to 5:15 AM 0 0 0
5:15 AM to 5:30 AM 0 0 0
5:30 AM to 5:45 AM 0 0 0
5:45 AM to 6:00 AM 0 0 0
6:00 AM to 6:15 AM 0 0 0
6:15 AM to 6:30 AM 1 0 1
6:30 AM to 6:45 AM 2 0 2
6:45 AM to 7:00 AM 0 0 0
7:00 AM to 7:15 AM 1 1 2
7:15 AM to 7:30 AM 3 2 5
7:30 AM to 7:45 AM 5 5 10
7:45 AM to 8:00 AM 5 5 10
8:00 AM to 8:15 AM 6 6 12
8:15 AM to 8:30 AM 6 6 12
8:30 AM to 8:45 AM 8 7 15
8:45 AM to 9:00 AM 5 6 11
9:00 AM to 9:15 AM 4 4 8
9:15 AM to 9:30 AM 11 10 21
9:30 AM to 9:45 AM 7 8 15
9:45 AM to 10:00 AM 5 5 10
10:00 AM to 10:15 AM 10 9 19
10:15 AM to 10:30 AM 10 10 20
10:30 AM to 10:45 AM 12 12 24
10:45 AM to 11:00 AM 6 7 13
11:00 AM to 11:15 AM 12 11 23
11:15 AM to 11:30 AM 7 8 15
11:30 AM to 11:45 AM 8 7 15
11:45 AM to 12:00 PM 8 8 16
12:00 PM to 12:15 PM 7 8 15
12:15 PM to 12:30 PM 8 7 15
12:30 PM to 12:45 PM 12 12 24
12:45 PM to 1:00 PM 9 9 18
1:00 PM to 1:15 PM 10 10 20
1:15 PM to 1:30 PM 8 8 16
1:30 PM to 1:45 PM 15 14 29
1:45 PM to 2:00 PM 11 12 23
2:00 PM to 2:15 PM 10 10 20
2:15 PM to 2:30 PM 11 11 22
2:30 PM to 2:45 PM 14 13 27
2:45 PM to 3:00 PM 9 10 19
3:00 PM to 3:15 PM 7 8 15
3:15 PM to 3:30 PM 10 9 19
3:30 PM to 3:45 PM 9 9 18
3:45 PM to 4:00 PM 8 8 16
4:00 PM to 4:15 PM 5 6 11
4:15 PM to 4:30 PM 9 8 17
4:30 PM to 4:45 PM 13 12 25
4:45 PM to 5:00 PM 11 12 23
5:00 PM to 5:15 PM 10 10 20
5:15 PM to 5:30 PM 9 9 18
5:30 PM to 5:45 PM 10 10 20
5:45 PM to 6:00 PM 12 12 24
6:00 PM to 6:15 PM 11 11 22
6:15 PM to 6:30 PM 15 14 29
6:30 PM to 6:45 PM 14 14 28
6:45 PM to 7:00 PM 17 17 34
7:00 PM to 7:15 PM 6 8 14
7:15 PM to 7:30 PM 4 4 8
7:30 PM to 7:45 PM 4 4 8
7:45 PM to 8:00 PM 2 3 5
8:00 PM to 8:15 PM 2 2 4
8:15 PM to 8:30 PM 0 1 1
8:30 PM to 8:45 PM 0 1 1
8:45 PM to 9:00 PM 0 1 1
9:00 PM to 9:15 PM 0 0 0
9:15 PM to 9:30 PM 0 0 0
9:30 PM to 9:45 PM 0 0 0
9:45 PM to 10:00 PM 0 0 0
10:00 PM to 10:15 PM 0 0 0
10:15 PM to 10:30 PM 0 0 0
10:30 PM to 10:45 PM 0 0 0
10:45 PM to 11:00 PM 0 0 0
11:00 PM to 11:15 PM 0 0 0
11:15 PM to 11:30 PM 0 0 0
11:30 PM to 11:45 PM 0 0 0
11:45 PM to 12:00 AM 0 0 0
454 454 908
Time Period
Daily
9/2/2021
590 North Magnolia Avenue, Anaheim, CA 92801
Drive Thru Express Car Wash
Inbound Outbound Total
12:00 AM to 12:15 AM 0 0 0
12:15 AM to 12:30 AM 0 0 0
12:30 AM to 12:45 AM 0 0 0
12:45 AM to 1:00 AM 0 0 0
1:00 AM to 1:15 AM 0 0 0
1:15 AM to 1:30 AM 0 0 0
1:30 AM to 1:45 AM 0 0 0
1:45 AM to 2:00 AM 0 0 0
2:00 AM to 2:15 AM 0 0 0
2:15 AM to 2:30 AM 0 0 0
2:30 AM to 2:45 AM 0 0 0
2:45 AM to 3:00 AM 0 0 0
3:00 AM to 3:15 AM 0 0 0
3:15 AM to 3:30 AM 0 0 0
3:30 AM to 3:45 AM 0 0 0
3:45 AM to 4:00 AM 0 0 0
4:00 AM to 4:15 AM 0 0 0
4:15 AM to 4:30 AM 0 0 0
4:30 AM to 4:45 AM 0 0 0
4:45 AM to 5:00 AM 0 0 0
5:00 AM to 5:15 AM 0 0 0
5:15 AM to 5:30 AM 0 0 0
5:30 AM to 5:45 AM 0 0 0
5:45 AM to 6:00 AM 0 0 0
6:00 AM to 6:15 AM 0 0 0
6:15 AM to 6:30 AM 1 0 1
6:30 AM to 6:45 AM 1 0 1
6:45 AM to 7:00 AM 1 0 1
7:00 AM to 7:15 AM 0 0 0
7:15 AM to 7:30 AM 3 2 5
7:30 AM to 7:45 AM 0 1 1
7:45 AM to 8:00 AM 4 3 7
8:00 AM to 8:15 AM 0 1 1
8:15 AM to 8:30 AM 7 6 13
8:30 AM to 8:45 AM 3 3 6
8:45 AM to 9:00 AM 3 3 6
9:00 AM to 9:15 AM 3 3 6
9:15 AM to 9:30 AM 1 2 3
9:30 AM to 9:45 AM 5 4 9
9:45 AM to 10:00 AM 2 3 5
10:00 AM to 10:15 AM 4 3 7
10:15 AM to 10:30 AM 6 6 12
10:30 AM to 10:45 AM 4 4 8
10:45 AM to 11:00 AM 6 6 12
11:00 AM to 11:15 AM 6 6 12
11:15 AM to 11:30 AM 6 6 12
11:30 AM to 11:45 AM 6 6 12
11:45 AM to 12:00 PM 5 5 10
12:00 PM to 12:15 PM 7 7 14
12:15 PM to 12:30 PM 4 4 8
12:30 PM to 12:45 PM 4 4 8
12:45 PM to 1:00 PM 12 11 23
1:00 PM to 1:15 PM 9 9 18
1:15 PM to 1:30 PM 8 8 16
1:30 PM to 1:45 PM 7 8 15
1:45 PM to 2:00 PM 14 12 26
2:00 PM to 2:15 PM 8 9 17
2:15 PM to 2:30 PM 8 8 16
2:30 PM to 2:45 PM 2 4 6
2:45 PM to 3:00 PM 8 6 14
3:00 PM to 3:15 PM 11 11 22
3:15 PM to 3:30 PM 6 7 13
3:30 PM to 3:45 PM 6 6 12
3:45 PM to 4:00 PM 9 8 17
4:00 PM to 4:15 PM 3 4 7
4:15 PM to 4:30 PM 4 4 8
4:30 PM to 4:45 PM 5 5 10
4:45 PM to 5:00 PM 12 11 23
5:00 PM to 5:15 PM 1 3 4
5:15 PM to 5:30 PM 7 6 13
5:30 PM to 5:45 PM 9 8 17
5:45 PM to 6:00 PM 4 5 9
6:00 PM to 6:15 PM 6 6 12
6:15 PM to 6:30 PM 10 9 19
6:30 PM to 6:45 PM 8 8 16
6:45 PM to 7:00 PM 9 9 18
7:00 PM to 7:15 PM 3 4 7
7:15 PM to 7:30 PM 5 5 10
7:30 PM to 7:45 PM 4 4 8
7:45 PM to 8:00 PM 0 1 1
8:00 PM to 8:15 PM 0 1 1
8:15 PM to 8:30 PM 0 2 2
8:30 PM to 8:45 PM 0 0 0
8:45 PM to 9:00 PM 0 0 0
9:00 PM to 9:15 PM 0 0 0
9:15 PM to 9:30 PM 0 0 0
9:30 PM to 9:45 PM 0 0 0
9:45 PM to 10:00 PM 0 0 0
10:00 PM to 10:15 PM 0 0 0
10:15 PM to 10:30 PM 0 0 0
10:30 PM to 10:45 PM 0 0 0
10:45 PM to 11:00 PM 0 0 0
11:00 PM to 11:15 PM 0 0 0
11:15 PM to 11:30 PM 0 0 0
11:30 PM to 11:45 PM 0 0 0
11:45 PM to 12:00 AM 0 0 0
290 290 580
Anaheim Express Wash
210 North Euclid Way, Anaheim, CA 92801
9/2/2021
Time Period
Daily
Inbound Outbound Total
12:00 AM to 12:15 AM 0 0 0
12:15 AM to 12:30 AM 0 0 0
12:30 AM to 12:45 AM 0 0 0
12:45 AM to 1:00 AM 0 0 0
1:00 AM to 1:15 AM 0 0 0
1:15 AM to 1:30 AM 0 0 0
1:30 AM to 1:45 AM 0 0 0
1:45 AM to 2:00 AM 0 0 0
2:00 AM to 2:15 AM 0 0 0
2:15 AM to 2:30 AM 0 0 0
2:30 AM to 2:45 AM 0 0 0
2:45 AM to 3:00 AM 0 0 0
3:00 AM to 3:15 AM 0 0 0
3:15 AM to 3:30 AM 0 0 0
3:30 AM to 3:45 AM 0 0 0
3:45 AM to 4:00 AM 0 0 0
4:00 AM to 4:15 AM 0 0 0
4:15 AM to 4:30 AM 0 0 0
4:30 AM to 4:45 AM 0 0 0
4:45 AM to 5:00 AM 0 0 0
5:00 AM to 5:15 AM 0 0 0
5:15 AM to 5:30 AM 0 0 0
5:30 AM to 5:45 AM 0 0 0
5:45 AM to 6:00 AM 0 0 0
6:00 AM to 6:15 AM 2 0 2
6:15 AM to 6:30 AM 0 0 0
6:30 AM to 6:45 AM 0 0 0
6:45 AM to 7:00 AM 2 2 4
7:00 AM to 7:15 AM 0 0 0
7:15 AM to 7:30 AM 1 1 2
7:30 AM to 7:45 AM 2 2 4
7:45 AM to 8:00 AM 4 3 7
8:00 AM to 8:15 AM 5 5 10
8:15 AM to 8:30 AM 2 3 5
8:30 AM to 8:45 AM 3 2 5
8:45 AM to 9:00 AM 5 5 10
9:00 AM to 9:15 AM 4 4 8
9:15 AM to 9:30 AM 8 7 15
9:30 AM to 9:45 AM 6 7 13
9:45 AM to 10:00 AM 14 12 26
10:00 AM to 10:15 AM 7 9 16
10:15 AM to 10:30 AM 6 6 12
10:30 AM to 10:45 AM 5 5 10
10:45 AM to 11:00 AM 4 4 8
11:00 AM to 11:15 AM 9 8 17
11:15 AM to 11:30 AM 0 2 2
11:30 AM to 11:45 AM 6 5 11
11:45 AM to 12:00 PM 5 5 10
12:00 PM to 12:15 PM 4 4 8
12:15 PM to 12:30 PM 6 6 12
12:30 PM to 12:45 PM 5 5 10
12:45 PM to 1:00 PM 9 8 17
1:00 PM to 1:15 PM 9 9 18
1:15 PM to 1:30 PM 3 4 7
1:30 PM to 1:45 PM 6 6 12
1:45 PM to 2:00 PM 13 11 24
2:00 PM to 2:15 PM 9 10 19
2:15 PM to 2:30 PM 4 5 9
2:30 PM to 2:45 PM 10 9 19
2:45 PM to 3:00 PM 10 10 20
3:00 PM to 3:15 PM 13 12 25
3:15 PM to 3:30 PM 8 9 17
3:30 PM to 3:45 PM 8 8 16
3:45 PM to 4:00 PM 11 11 22
4:00 PM to 4:15 PM 7 8 15
4:15 PM to 4:30 PM 5 5 10
4:30 PM to 4:45 PM 12 11 23
4:45 PM to 5:00 PM 12 12 24
5:00 PM to 5:15 PM 15 14 29
5:15 PM to 5:30 PM 6 8 14
5:30 PM to 5:45 PM 11 10 21
5:45 PM to 6:00 PM 11 11 22
6:00 PM to 6:15 PM 11 11 22
6:15 PM to 6:30 PM 7 8 15
6:30 PM to 6:45 PM 8 7 15
6:45 PM to 7:00 PM 8 8 16
7:00 PM to 7:15 PM 14 13 27
7:15 PM to 7:30 PM 3 5 8
7:30 PM to 7:45 PM 1 2 3
7:45 PM to 8:00 PM 1 1 2
8:00 PM to 8:15 PM 0 2 2
8:15 PM to 8:30 PM 0 1 1
8:30 PM to 8:45 PM 0 0 0
8:45 PM to 9:00 PM 0 0 0
9:00 PM to 9:15 PM 0 0 0
9:15 PM to 9:30 PM 0 0 0
9:30 PM to 9:45 PM 0 0 0
9:45 PM to 10:00 PM 0 0 0
10:00 PM to 10:15 PM 0 0 0
10:15 PM to 10:30 PM 0 0 0
10:30 PM to 10:45 PM 0 0 0
10:45 PM to 11:00 PM 0 0 0
11:00 PM to 11:15 PM 0 0 0
11:15 PM to 11:30 PM 0 0 0
11:30 PM to 11:45 PM 0 0 0
11:45 PM to 12:00 AM 0 0 0
360 361 721
Anaheim Express Car Wash
2961 West Ball Road, Anaheim, CA 92804
9/2/2021
Time Period
Daily
Inbound Outbound Total
12:00 AM to 12:15 AM 0 0 0
12:15 AM to 12:30 AM 0 0 0
12:30 AM to 12:45 AM 0 0 0
12:45 AM to 1:00 AM 0 0 0
1:00 AM to 1:15 AM 0 0 0
1:15 AM to 1:30 AM 0 0 0
1:30 AM to 1:45 AM 0 0 0
1:45 AM to 2:00 AM 0 0 0
2:00 AM to 2:15 AM 0 0 0
2:15 AM to 2:30 AM 0 0 0
2:30 AM to 2:45 AM 0 0 0
2:45 AM to 3:00 AM 0 0 0
3:00 AM to 3:15 AM 0 0 0
3:15 AM to 3:30 AM 0 0 0
3:30 AM to 3:45 AM 0 0 0
3:45 AM to 4:00 AM 0 0 0
4:00 AM to 4:15 AM 0 0 0
4:15 AM to 4:30 AM 0 0 0
4:30 AM to 4:45 AM 0 0 0
4:45 AM to 5:00 AM 0 0 0
5:00 AM to 5:15 AM 0 0 0
5:15 AM to 5:30 AM 0 0 0
5:30 AM to 5:45 AM 0 0 0
5:45 AM to 6:00 AM 0 0 0
6:00 AM to 6:15 AM 1 0 1
6:15 AM to 6:30 AM 2 0 2
6:30 AM to 6:45 AM 0 0 0
6:45 AM to 7:00 AM 0 0 0
7:00 AM to 7:15 AM 5 4 9
7:15 AM to 7:30 AM 7 7 14
7:30 AM to 7:45 AM 6 6 12
7:45 AM to 8:00 AM 9 8 17
8:00 AM to 8:15 AM 11 11 22
8:15 AM to 8:30 AM 12 12 24
8:30 AM to 8:45 AM 8 8 16
8:45 AM to 9:00 AM 3 4 7
9:00 AM to 9:15 AM 6 6 12
9:15 AM to 9:30 AM 10 9 19
9:30 AM to 9:45 AM 13 12 25
9:45 AM to 10:00 AM 14 14 28
10:00 AM to 10:15 AM 11 12 23
10:15 AM to 10:30 AM 14 13 27
10:30 AM to 10:45 AM 14 14 28
10:45 AM to 11:00 AM 5 7 12
11:00 AM to 11:15 AM 12 11 23
11:15 AM to 11:30 AM 14 13 27
11:30 AM to 11:45 AM 13 13 26
11:45 AM to 12:00 PM 11 12 23
12:00 PM to 12:15 PM 13 12 25
12:15 PM to 12:30 PM 10 11 21
12:30 PM to 12:45 PM 14 13 27
12:45 PM to 1:00 PM 10 11 21
1:00 PM to 1:15 PM 13 12 25
1:15 PM to 1:30 PM 14 14 28
1:30 PM to 1:45 PM 11 12 23
1:45 PM to 2:00 PM 12 12 24
2:00 PM to 2:15 PM 14 13 27
2:15 PM to 2:30 PM 11 12 23
2:30 PM to 2:45 PM 11 11 22
2:45 PM to 3:00 PM 14 13 27
3:00 PM to 3:15 PM 14 14 28
3:15 PM to 3:30 PM 12 13 25
3:30 PM to 3:45 PM 13 12 25
3:45 PM to 4:00 PM 14 14 28
4:00 PM to 4:15 PM 13 13 26
4:15 PM to 4:30 PM 15 15 30
4:30 PM to 4:45 PM 12 13 25
4:45 PM to 5:00 PM 13 12 25
5:00 PM to 5:15 PM 15 15 30
5:15 PM to 5:30 PM 11 12 23
5:30 PM to 5:45 PM 10 10 20
5:45 PM to 6:00 PM 12 12 24
6:00 PM to 6:15 PM 13 12 25
6:15 PM to 6:30 PM 13 13 26
6:30 PM to 6:45 PM 16 16 32
6:45 PM to 7:00 PM 9 10 19
7:00 PM to 7:15 PM 14 13 27
7:15 PM to 7:30 PM 11 12 23
7:30 PM to 7:45 PM 14 13 27
7:45 PM to 8:00 PM 6 8 14
8:00 PM to 8:15 PM 0 1 1
8:15 PM to 8:30 PM 0 0 0
8:30 PM to 8:45 PM 0 3 3
8:45 PM to 9:00 PM 0 0 0
9:00 PM to 9:15 PM 0 0 0
9:15 PM to 9:30 PM 0 0 0
9:30 PM to 9:45 PM 0 0 0
9:45 PM to 10:00 PM 0 0 0
10:00 PM to 10:15 PM 0 0 0
10:15 PM to 10:30 PM 0 0 0
10:30 PM to 10:45 PM 0 0 0
10:45 PM to 11:00 PM 0 0 0
11:00 PM to 11:15 PM 0 0 0
11:15 PM to 11:30 PM 0 0 0
11:30 PM to 11:45 PM 0 0 0
11:45 PM to 12:00 AM 0 0 0
598 598 1196
Cruizers Express Car Wash
1725 South Brookhurst Street, Anaheim, CA 92804
9/2/2021
Time Period
Daily
15599-01 TA Memo
ATTACHMENT B: APPROVED SITE PLAN
15599-01 TA Memo
15599-01 TA Memo
ATTACHMENT C: ON-SITE PASSENGER VEHICLE TURNING
TEMPLATE
15599-01 TA Memo