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Sarival Logistics
Traffic Impact Analysis
Prepared for:
Project Number: 25.5783
April 3, 2025
Evergreen-Sarival & Peoria, LLC
2390 E. Camelback Road, Suite 410
Phoenix, AZ 85016
Prepared by:
Lōkahi, LLC
10555 N. 114th Street, Suite 105
Scottsdale, AZ 85259
04/03/25
APPROVED
Rebecca Fastje
05/19/2025
SARIVAL LOGISTICS
EVERGREEN-SARIVAL & PEORIA, LLC
1
1. INTRODUCTION AND EXECUTIVE SUMMARY
1.1.
PURPOSE OF REPORT AND STUDY OBJECTIVES
Lōkahi, LLC (Lōkahi) was retained by Evergreen-Sarival & Peoria, LLC to complete a Traffic
Impact Analysis (TIA) for the proposed Sarival Logistics development, located near the
southwest corner of Sarival Avenue and Peoria Avenue. The site is located within Maricopa
County unincorporated area and adjacent to City of Glendale city limits. The TIA will be
prepared for submittal to the City of Glendale, the City of Surprise, the Maricopa County
Department of Transportation (MCDOT), and the Arizona Department of Transportation
(ADOT).
The proposed Sarival Logistics development will be comprised of three (3) industrial
buildings totaling 675,500 square feet. The opening year is anticipated in 2030.
The objective of this Traffic Impact Analysis is to analyze the traffic related impacts of the
proposed development to the adjacent roadway network. See Figure 1 for the vicinity map.
This Traffic Impact Study includes:
• Level of service analysis for the existing conditions weekday AM and PM peak
hours
• Trip generation for the proposed development
• Level of service analysis for the opening year (2030) weekday AM and PM
peak hours
• Level of service analysis for 5 years after the opening year (2035) weekday AM
and PM peak hours
• Queue analysis
The following are the study area intersections included in this study:
1. Peoria Avenue and Loop 303 Southbound Ramp
2. Peoria Avenue and Loop 303 Northbound Ramp
3. Sarival Avenue and Peoria Avenue
4. Sarival Avenue and Brown Street/Driveway A
5. Sarival Avenue and Olive Avenue
6. Sarival Avenue and Northern Parkway Westbound Ramp
7. Sarival Avenue and Northern Parkway Eastbound Ramp
8. Sarival Avenue and Driveway B
9. Sarival Avenue and Driveway C
SARIVAL LOGISTICS
EVERGREEN-SARIVAL & PEORIA, LLC
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1.2.
EXECUTIVE SUMMARY
This report presents the analyses and results of a Traffic Impact Analysis prepared for the
proposed Sarival Logistics development, located on the west side of Sarival Avenue
approximately 1,300 feet south of Peoria Avenue. The site is located within Maricopa
County unincorporated area and adjacent to City of Glendale city limits. The proposed
development will be comprised of three (3) buildings totaling 675,000 square feet. The
opening year is anticipated in 2030.
1.2.1. EXISTING CAPACITY ANALYSIS
The weekday AM and PM peak hour existing capacity analyses were completed for the study
intersections as a baseline analysis of current operations. The existing LOS results are shown
in Table 2 and Table 3.
1.2.2. TRIP GENERATION
The trip generation for the proposed development was calculated using the Institute of
Transportation Engineers (ITE) publication Trip Generation, 11th Edition. The proposed Sarival
Logistics is anticipated to generate a total of 2,277 weekday trips, with 230 trips occurring
during the AM peak hour and 230 trips occurring during the PM peak hour.
1.2.3. FUTURE CONDITIONS
Future capacity analyses were completed with and without the buildout of the proposed
Sarival Logistics development for the opening year and 5 years after the opening year. The
year 2030 and 2035 background traffic volumes include a 3.50% annual growth rate based on
Maricopa Associations of Governments (MAG) socioeconomic projections, as well as the
traffic volumes generated by known surrounding developments.
YEAR 2030 – OPENING YEAR
The year 2030 build capacity analysis results in all movements operating at a LOS D or better,
or at the same capacity as the year 2030 no build conditions. A comparison of the year 2030
build and no build weekday AM and PM peak hour LOS and delay results are shown in Table
5 and Table 6.
Weekday
Total
Total
In
Out
Total
In
Out
Industrial Park
130
675.5 1000 Sq.
Ft. GFA
2,277
230
186
44
230
51
179
PM Peak Hour
Land Use
ITE
Code
Qty
Unit
AM Peak Hour
SARIVAL LOGISTICS
EVERGREEN-SARIVAL & PEORIA, LLC
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YEAR 2035 – 5 YEARS AFTER OPENING YEAR
The year 2035 build capacity analysis results in all movements operating at a LOS D or better,
or at the same capacity as the year 2035 no build conditions. A comparison of the year 2035
build and no build weekday AM and PM peak hour LOS and delay results are shown in Table
7 and Table 8.
1.2.4. RECOMMENDATIONS
The recommendations with the buildout of the proposed Sarival Logistics
development include:
Half-Street Improvements Adjacent to the Project
• The developer will be responsible for the half street improvements adjacent
to the project frontage along Sarival Avenue.
Sarival Avenue and Driveway A (4)
• Construct full access stop-controlled west leg of the existing Sarival Avenue
and Brown Street intersection.
• Construct a 150-foot southbound right-turn lane.
Sarival Avenue and Driveway B (8)
• Construct full access stop-controlled driveway with a 150-foot southbound
right-turn lane.
Sarival Avenue and Driveway C (9)
• Construct full access stop-controlled driveway with a 150-foot southbound
right-turn lane.