TIA Executive Summary

City of Glendale — Regular Meeting (2022-02-24)

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TRAFFIC STATEMENT 
 
Proposed Car Wash / Take 5 Retail Facility 
Northwest Corner of 83rd Avenue and Camelback Road 
In Glendale, Arizona 
 
 
 
Prepared for: 
 
M3 Design 
2008 N. 7th Avenue 
Phoenix, AZ 85007 
 
And 
 
The City of Glendale 
 
 
 
 
Prepared by: 
 
Lee Engineering, LLC 
3610 N. 44th St., Suite 100 
Phoenix, AZ   85018 
 
 
 
 
January 2022 
 
 
 
 
 
 
 
 
Approved
By Alan Heathcoat  01/12/2022 10:29:53 AM

Traffic Statement 
Car Wash / Take 5 Retail Facility, 83rd Avenue and Camelback Road 
 
 
 
 
 
Page 1 
 
This report documents the traffic impacts expected from construction of a combined car wash and 
automotive oil change facility, following the requirements of the Maricopa County Department of 
Transportation (MCDOT) Traffic Impact Study Manual, which is used by the City of Glendale to assess the 
impact of the site. 
EXECUTIVE SUMMARY 
A combined car wash and automotive oil change facility is proposed for construction on the northwest 
corner of 83rd Avenue and Camelback Road in Glendale, Arizona.  This report has documented the 
following about the proposed development: 
• 
The subject site is accessible via two shared driveways, about 350 feet north of Camelback Road 
and about 300 feet west of 83rd Avenue. Because of interparcel connectivity, both driveways also 
provide access to the remaining development on the northwest corner of the intersection. 
• 
The car wash is proposed to consist of a 4,755-SF building, one customer drive-through tunnel 
with two gated point-of-service access lanes, and 14 covered vacuum stanchions.  The quick-
service oil change shop is proposed to consist of a 1,315-SF building with three service bays. 
• 
The car wash site plan proposes two access lanes with enough queuing space for a total of 10 to 
12 vehicles.  The oil change shop proposes storage of about four vehicles per bay, or a total of 12 
vehicles.  For both uses, enough space is provided to avoid queues outside the designated ingress 
drives on the shared driveways 
• 
The car wash is expected to generate 78 trips (39 entering and 39 exiting) during the afternoon 
peak hour of the roadway, which is the highest-volume peak hour, according to the ITE Trip 
Generation Manual.  The oil change shop is expected to generate 15 trips (8 entering, 7 exiting) 
during the same hour, for total site peak-hour trip generation of 93 trips (47 entering, 46 exiting). 
• 
About half of site trips are expected to be generated from pass-by traffic, based on pass-by data 
for similar land uses.  At that rate, 47 of the 93 weekday PM peak-hour trips are estimated to be 
new vehicle trips on the roadway network. 
• 
Trip distribution percentages for site-generated traffic are expected to be 25 percent to and from 
the east, 25 percent to and from the west, 25 percent to and from the north, and 25 percent to 
and from the south. 
• 
Adequate intersection sight visibility can be provided at the site access points without roadway 
modification. 
• 
The two site-access driveways and the internal layout as shown on the site plan are able to 
satisfactorily accommodate site-generated traffic. 
EXISTING CONDITIONS 
A combined car wash and automotive oil change facility is proposed for construction on a vacant lot on 
the northwest corner of 83rd Avenue and Camelback Road in Glendale, Arizona. The site is proposed on a 
1.51-acre parcel (APN #102-11-947, Lot 6, zoned PAD Commercial). Per the Maricopa County Assessor’s 
website, the subject site has approximately 200 feet of frontage along Camelback Road. The site is located 
next to a medical center (Dignity Health) to the east and a recently developed fitness center (EOS Fitness) 
to the north. South of the site is a driveway that provides access to a Walgreens and a shopping plaza.

Traffic Statement 
Car Wash / Take 5 Retail Facility, 83rd Avenue and Camelback Road 
 
 
 
 
 
Page 2 
 
 
The intersection of 83rd Avenue and Camelback Road is signalized. The posted speed limit on 83rd Avenue 
and Camelback Road is 40 mph. Both 83rd Avenue and Camelback Road are straight without significant 
vertical curvature. This will permit adequate intersection sight visibility to be provided at the site access 
points without roadway modification. 
 
A vicinity map of the subject area is shown in Figure 1, while the site plan of the proposed facility is 
provided as an attachment. 
 
Figure 1:  Vicinity Map 
 
 
The subject site is accessible via two shared driveways, about 350 feet north of Camelback Road and about 
300 feet west of 83rd Avenue. Because of interparcel connectivity, both driveways also provide access to 
the remaining development on the northwest corner of the intersection. Both 83rd Avenue and Camelback 
Road are paved and undivided four-lane roadways with two-way left turn lanes. From scaling aerial 
imagery, both 83rd Avenue and Camelback Road consist of travel lanes about 12 feet wide and have 
sidewalks on both sides of the street. No bike lanes are present on either street. 
PROPOSED DEVELOPMENT 
The proposed site is to consist of two separate uses, a car wash and an oil change shop. The car wash, 
with a building area of 4,755 square feet (SF), consists of one customer drive-through tunnel with two 
gated point-of-service access lanes, 14 covered vacuum stanchions, restrooms, a small office, and

Traffic Statement 
Car Wash / Take 5 Retail Facility, 83rd Avenue and Camelback Road 
 
 
 
 
 
Page 3 
 
storage/equipment areas that area ancillary to the operation. The oil change shop, with a building area of 
1,315 SF, consists of three service bays, a small office area, and restrooms. The intended operation of the 
oil change shop is to be a quick service, in which customers do not have to step out of their vehicles. 
Additionally, three parking spaces are proposed north of the oil change ingress drive. These parking spaces 
are set back about 7 feet from the shared driveway to maximize viewing during backup maneuvers. 
Overall, the site plan indicates a building area of 6,070 SF on a lot size of 65,584 SF, equal to a floor-area 
ratio of 9.3 percent. 
 
Entrance to the car wash tunnel is to be provided by a 26-foot-wide ingress drive on the north side of the 
site, and further south is the entrance to the oil change facility provided by a 30-foot-wide ingress drive. 
A 21-foot wide exit-only drive is proposed on the south side of the site to serve vehicles exiting the car 
wash and the oil change service bays. Vehicles will exit the wash tunnel at the south end of the site where 
drivers will either turn left to use the vacuums or exit the facility. (Customers do not have the option to 
use the vacuums before entering the wash tunnel). Interior directional drive aisles are shown to be 25 and 
40 feet wide adjacent to the vacuum stanchions. An emergency exit drive aisle is provided past the gated 
points of service for vehicles to exit the waiting lines. 
 
Site-related vehicles will approach and depart the site from the two shared access points mentioned 
earlier, a right-in/right-out driveway on 83rd Avenue, and a right-in/right-out/left-in driveway about 300 
feet west of the intersection as shown in Figure 2, Figure 3, and Figure 4 . Both access points also serve 
the adjacent sites (Dignity Health and EOS Fitness) east and north of the proposed site, respectively. From 
review of Google Street View, access onto 83rd Avenue from the site is shown to have been constructed 
to include a southbound right-turn deceleration lane. 
 
Approaching the car wash, the site layout plan shows two access lanes with enough queuing space for a 
total of 10 to 12 vehicles, and approaching the oil change shop, the plan shows three service bays with 
storage of about four vehicles per bay, or a total of 12 vehicles.  For both uses, enough space is provided 
to avoid queues outside the designated ingress drives on the shared driveways, which would block access 
to the adjacent sites.

Traffic Statement 
Car Wash / Take 5 Retail Facility, 83rd Avenue and Camelback Road 
 
 
 
 
 
Page 4 
 
Figure 2: Car Wash Ingress 
 
 
 
Figure 3: Oil Change Shop Ingress

Traffic Statement 
Car Wash / Take 5 Retail Facility, 83rd Avenue and Camelback Road 
 
 
 
 
 
Page 5 
 
 
Figure 4: Site Egress 
 
 
To travel northbound on 83rd Avenue, exiting site traffic has two options: 
• 
Turn right onto westbound Camelback Road, then execute a U-turn to reach the left-turn lane 
approaching 83rd Avenue  
• 
Turn right onto southbound 83rd Avenue, then make a U-turn at Camelback Road 
TRIP GENERATION 
The ITE Trip Generation Manual (10th Edition) was used to estimate the number of vehicle trip ends the 
proposed facility is expected to generate.  
 
The most representative land use for the car wash is identified to be ITE LUC 948: Automated Car Wash.  
This land use has a very low number of studies associated with its trip rate development, having data 
available only for the weekday PM peak-hour of the roadway and the Saturday peak hour of the generator.  
No data is provided for daily weekday trip ends or for the AM peak hour for the car wash, when facilities 
may not be open.  
 
The most representative land use for the oil change facility is LUC 941: Quick Lubrication Vehicle Shop. 
This land use has data available for daily weekday trip ends, AM and PM peak hour, and Saturday peak 
hour of the generator.

Traffic Statement 
Car Wash / Take 5 Retail Facility, 83rd Avenue and Camelback Road 
 
 
 
 
 
Page 6 
 
Table 1 shows the trip generation estimate for the proposed site based on the number of car wash tunnels 
(one) and the number of oil-change service positions (three).  
 
Table 1: ITE Trip Generation Estimate (Car Wash Tunnels & Oil Change Servicing Positions) 
 
 
When considering both land uses, the hourly site trip generation is expected to peak in the afternoon with 
93 site trips per hour.   
 
Since the proposed development is a service-related land use, it is likely that a high percentage of site 
trips will be generated from pass-by traffic, although pass-by data is not provided for either of the two 
site land uses in the ITE Trip Generation Handbook. For land uses where pass-by percentages are available, 
ITE indicates around 50 percent of generated trips for service-related land uses (gas stations, restaurants, 
coffee/donut shops, and to a lesser extent drive-in-banks) are from pass-by trips. Assuming the same pass-
by percentage for the proposed car wash and oil change shop, only 47 of the 93 total weekday PM peak-
hour trips are estimated to be new vehicle trips on the roadway network. 
TRIP DISTRIBUTION 
Based on engineering judgment and review of the area surrounding the proposed site, trip distribution 
percentages for site-generated traffic are expected to be 25 percent to and from the east, 25 percent to 
and from the west, 25 percent to and from the north, and 25 percent to and from the south. 
INTERNAL SITE CONFIGURATION 
The City of Glendale made a comment about the alignment of the two internal site roadways shown in 
Figure 5, noting the presence of an offset. However, it is anticipated that most of the exiting traffic 
generated by the medical center (Dignity Health) uses the access point to 83rd Avenue because the access 
onto Camelback Road only provides direct access to the west, whereas the 83rd Avenue access point 
# of Trips
Equation
# of Units
Daily
0
N/A
1
Enter
Exit
Enter
Exit
Enter
Exit
Enter
Exit
AM Pk
0
N/A
Dir. Dist.
50%
50%
50%
50%
50%
50%
50%
50%
PM Pk
78
T = 77.50 (X) 
N/A
N/A
N/A
N/A
39
39
21
20
Sat Pk
41
T = 41.00 (X)
# of Trips
Equation
# of Units
Daily
120
T = 40.00 (X)
3
Enter
Exit
Enter
Exit
Enter
Exit
Enter
Exit
AM Pk
9
T = 3.00 (X)
Dir. Dist.
50%
50%
67%
33%
56%
44%
47%
53%
PM Pk
15
T = 4.85 (X)
60
60
6
3
8
7
7
7
Sat Pk
14
T = 4.50 (X)
Source:
ITE Trip Generation, 10th Edition
Enter
Exit
Enter
Exit
Enter
Exit
Enter
Exit
60
60
6
3
47
46
28
27
Proposed Development
All Units
41
Land Use: (948) Automated Car Wash
Daily
AM Peak Roadway
PM Peak Roadway
Sat Peak Generator
Trips
N/A
N/A
78
14
Land Use: (941) Quick Lubrication Vehicle Shop
Daily
AM Peak Roadway
PM Peak Roadway
Sat Peak Generator
Trips
120
9
15
55
Total Trips Generated
Daily
AM Peak Roadway
PM Peak Roadway
Sat Peak Generator
Trips
120
9
93

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APN#102-11-411 A 
G-0 ZONING
PROJECT DATA
PROJECT NAME: 
CAR WASH USA/TAKE 5 RETAIL FACILITY 
NWC 83RD AVENUE & CAMELBACK RD 
GI.ENDAI.E, ARIZONA 
EXISTING USE: 
VACANT 
PROPOSED USE: 
CAR WASH EXPRESS/OIL CHANGE 
DEVELOPER: 
DRIVEN BRANDS 
44D S. CHURCH ST #700 
CHARLOTTE, NC 2B202 
CONTACT: 
LISA v.HITE/MATTHEW GILBERT 
(980) 259-0701
ARCHITECT: 
M3 DESIGN 
SITE NET AREA: 
APN fl: 
2008 N 7TH A VE 
PHOENIX, ARIZONA 85007 
( 480)528-3136
CONTACT: JESSE MACIAS
SITE DATA
65,584 S.F. / 1.51 AC. 
102-11-411A
GENERAL PLAN DESIGNA 110N: COMMERCIAL 
ZONING: 
BUILDING FOOTPRINT: 
CAR WASH: 
TAKE 5: 
PAD 
4,755 S.F. 
1,315 S.F. 
BUILDING COVERAGE: 
BUILDING HEIGHT: 
LANDSCAPE: 
IMPER'l10US COVERAGE: 
6,070 
S.F. / 65,584 S.F. - 9.3% 
MAXIMUM: 30' -0" 
PROVIDED: ±28' -O
n 
17,536 S.F. / 65,584 S.F. - 26. 7% 
41,978 S.F. / 65,584 S.F. - 64.0% 
SETBACKS, 
SETBACKS 
STREET FRONT (SOUTH) 
SIDE (EAST) 
SIDE (WEST) 
REAR (SOUTH) 
llEQ'.ll;._ 
25' 
10' 
15' 
O' 
PROV1Df0· 
25'-0" 
10·-o· 
15'-o"/20'-o" 
5'-0" 
TYPE OF CONSTRUCTION: 
VB - SPRINKLERED 
B (BUSINESS) 
OCCUPANCY TYPE: 
PARKING: 
REQUIRED: 
CAR WASH 2 SPACE PER BAY + (1)/250S.F. omcE
2 SPACES PER SERVICE BAY & (1) PER 250SF OFFICE 
TOTAL S.F: 
CAR WASH: 
TAKE 5 
PARKING PR0\/1DED: 
1 BAY X 2 
-
150SF/250 -
225/250 S.F. -
3 BAYS X 2-
TOTAL REQUIRED: 
2 SPACES 
1 SPACE 
1 SPACE 
6 SPACES 
10 SPACES 
COVERED PARKING SPACES: 
14 SPACES 
ACCESSIBLE PARKING SPACES: 
1 SPACES 
STANDARD PARKING SPACES: 
3 SPACES 
'"To"'TŋA'[ ŌPōRO"(;iŎoŏEoŐ,-«1 B""SP"A"'c=ts
PROJECT DESCRIPTION 
NEW ICWG 4,755SF EXPRESS CAR WASH AND 1,315SF TAKE 5 EXPRESS 
OIL CHANGE FACILITY ON 1.51 VACANT PARCEL 
LEGAL DESCRIPTION 
Parcel 2, of Minor Land DMslon - Lot Spilt for 83RD & CAMELBACK, LLC, A
DELAWARE LIMITED LIABILITY COMPANY, being a portion of the Southeast 
quarter if Section 15, Township 2 North, Range 1 East of the Gila and Solt
River Base and Meridian, Maricopa County, Arizona recorded ln book 1274 of 
Mops, page 44. 
CITY OF GLENDALE SITE PLAN NOTES 
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--------=A=P=P=R=O===V A::::::'=:L:::::S=T=A=M::::::::::::PS=---------l DATE: 
2021-2-14
----------
SC ALE:
SCALE 
DRAWN BY: 
JM 
PROJECT 
NUMBER: 
CWU20004.0
SHEET: 
D01 
REV: