HomeMy WebLinkAboutPA2020103 - PARKING DEMAND ANALYSIS
Urban Planning ■ Due Diligence ■ Entitlements ■ CEQA/NEPA ■ Development Services ■ Management ■ Public Outreach
3333 Michelson Drive, Suite 500 ■ Irvine, CA 92612
949.794.1180 ■ info@epdsolutions.com
This technical memorandum provides an analysis of the parking demand for the proposed Baker Street
Industrial Project. The Project proposes a 1,000,451 square foot (SF) industrial Project which includes
970,451 SF of warehouse area and 30,000 SF of office area. The Project includes two warehouse buildings.
Building 1 is a 212,028 SF building which comprises 202,028 SF of warehouse area and 10,000 SF of
office area. Building 2 is a 788,423 SF building which comprises 768,423 SF of warehouse area and 20,000
SF of office area. The Project site is comprised of 12 parcels (APN’s 378-020-014, 012, 015, 016, 028,
029, 030, 031, 036, 037, 039, 048) located in the City of Lake Elsinore. The site is currently vacant and
approximately located at the south-east corner of Pierce Street and Baker Street. The purpose of this
analysis is to determine the number of parking spaces that would be required by the Project. The Project
site plan is shown in Figure 1.
The Project proposes to construct two high-cube warehouses. The Institute of Transportation Engineers (ITE)1
describes High-cube warehouses as follows: “High-cube warehouses have at least 200,000 gross square
feet of floor area, a ceiling height of 24 feet or more and are used primarily for the storage and/or
consolidation of manufactured goods (and to a lesser extent, raw materials) prior to their distribution to
retail locations or other warehouses.” High-cube warehouses are characterized by a high level of automation,
thus reducing the number of employees that are required per square foot. High-cube warehouses are
grouped by the ITE into five types: fulfillment center, parcel hub, cold storage facility, transload facility, and
short-term storage facilities. It should be noted that the Project would be a speculative warehouse that is not
designed for use as a hand-sort fulfillment center, such as an Amazon fulfillment center. These facilities
generally require much more parking than a typical high-cube or non-high-cube warehouse. The Project site
would need to be completely redesigned to accommodate such a use. The buildings are also not being
designed or constructed to accommodate a parcel hub (such as FedEx or UPS).
A High-Cube Transload or Short-Term Storage warehouse, as proposed by the Project, is described by ITE
as having a “focus on consolidation and distribution of pallet loads (or larger) of manufactures, wholesales,
or retailers; little storage duration; high throughput and high-efficiency.” These buildings also “focus on
warehousing/distribution with distribution spaces operated at high efficiency; often with custom/special
features built into the structure for movement of large volumes of freight.” The ITE also notes that High-Cube
Transload and Short-Term Storage facilities require a smaller employee parking ratio (per square foot) than
other types of warehousing. As will be discussed in this evaluation, many City parking codes do not account
for the characteristics of High-Cube Transload and Short-Term storage warehouses. Namely, the fact that
larger buildings over 200,000 square feet generally require fewer employees per square foot and
therefore the parking requirement is less as the building is larger. However, some cities in the inland empire
have adopted parking codes which recognize high-cube parking requirements. These requirements will also
be described herein.
1 Institute of Transportation Engineers, High-Cube Warehouse Vehicle Trip Generation Analysis. October,
2016.
To: City of Lake Elsinore
From: Meghan Macias, TE, Maryam Javanmardi
Date: 5/22/2024
Re: Parking Demand Analysis for the Proposed Baker Street Industrial Project
APPROVED
NRL 6/3/2024
Baker Industrial Project
Parking Demand Analysis
2
Project Parking Supply and City Parking Requirement
Building 1 would provide 174 parking spaces at a rate of 0.8 spaces per 1000 square feet and building 2
would provide 232 parking spaces at a rate of 0.3 spaces per 1000 square feet. In total, the project would
provide 406 parking spaces at a rate of 0.4 spaces per 1000 square feet. According to City of Lake
Elsinore Municipal Code, Section 17.148.030 - Number of Parking Spaces Required, a warehouse would
require 1 parking space per 1000 SF, resulting in a total requirement of 1,000 parking spaces including
212 parking spaces for building 1 and 788 parking spaces for building 2, as shown in Table 1. Building 1
would be under-parked by 39 spaces and Building 2 would be under-parked by 557 spaces. The Project
as a whole would be under parked by 596 spaces, according to the City of Lake Elsinore requirements.
Table 1. City of Lake Elsinore Parking Requirement
Land Use Area
Spaces
Required
City of Lake Elsinore1
Building 1 Warehouse 1/1,000 SF 212,028 212
Building 2 Warehouse 1/1,000 SF 788,423 788
Total 1,000,451 1,000
1 City of Lake Elsinore Municipal Code, Section 17.148.030 - Number of Parking Spaces Required.
Parking Ratio
Baker Industrial Project
Parking Demand Analysis
3
Institute of Transportation Engineers (ITE) Parking Requirement
The Institute of Transportation Engineers (ITE) Parking Generation (2019) includes parking demand rates for
various uses derived from surveys taken throughout the United States. The ITE Parking Rates are based on
parking data collected at similar Project sites throughout the country and therefore provide a real-world
estimate of a land uses’ parking demand. The parking rates for warehousing (land use 150) were used for
this study and are based on 31 studies. It should be noted that ITE does not have parking rates for high-
cube warehouses. Per ITE, warehousing parking demand on a typical weekday is 0.39 spaces per 1,000
square feet. Application of the ITE rate of 0.39 spaces per 1,000 square feet would result in a parking
demand of 391 spaces including 83 spaces for building 1 and 308 spaces for building 2. Table 2 shows the
parking demand that would result when using the ITE parking rate.
Table 2. ITE Parking Requirement
Neighboring Cities Parking Requirement
Parking requirements of the neighboring cities of Wildomar, Murrieta, Menifee, and Corona were examined
to evaluate the range of the number of parking spaces required by adjacent cities in comparison to the City
of Lake Elsinore. Table 2 shows the different parking ratios and parking spaces required by neighboring
cities for a similar warehouse. As shown in Table 3, the parking requirement for a similar warehouse in
neighboring cities ranges from 502 to 1,000 spaces.
Baker Industrial Project
Parking Demand Analysis
4
Table 3. Neighboring Cities Parking Requirement
Land Use Area
Spaces
Required
City of Wildomar1
Building 1 Warehouses and Wholesaling 1/2,000 SF 212,028 107
Building 2 Warehouses and Wholesaling 1/2,000 SF 788,423 395
Total 1,000,451 502
City of Murrieta2
Building 1 Warehouse and Storage Facilities See Note2 212,028 116
Building 2 Warehouse and Storage Facilities See Note2 788,423 404
Total 1,000,451 520
City of Menifee3
Building 1 Warehouse, Logistics and Distribution Facility See Note3 212,028 208
Building 2 Warehouse, Logistics and Distribution Facility See Note3 788,423 568
Total 1,000,451 776
City of Corona4
Building 1 Warehouse 1/ 1,000 SF 212,028 212
Building 2 Warehouse 1/ 1,000 SF 788,423 788
Total 1,000,451 1,000
Parking Ratio
1 City of Wildomar Municipal Code, Section 17.188.030 - Parking Design Standards.
4 City of Corona Municipal Code Section 17.76.030 - Number of Spaces Required.
3 City of Menifee Municipal Code,Section 9.215.040 -Development Standards.1 space per 1,000 sq.ft.of gross
floor area for the first 100,000 sq.ft.;1 space per 1,500 sq.ft.for any additional gross floor area between
100,000 to 500,000 sq.ft.;1 space per 2,000 sq.ft.of additional gross floor area over 500,000 sq.ft.;plus 1
space per 300 sq. ft. of office use.
2 City of Murrieta Municipal Code,Section 16.34.040 Number of Parking Spaces Required.One space for every
1,000 s.f.of gross floor area for the first 20,000 s.f.,and one space for every 2,000 s.f.thereafter.Gross floor area
shall include incidental office space comprising less than 20%of the total gross floor area.The parking requirements for
additional office space shall be calculated separately as provided by this table for “offices.”
Baker Industrial Project
Parking Demand Analysis
5
Other Jurisdictions Parking Requirements
Because the neighboring cities parking requirements do not account for parking differences for larger and
high-cube warehouses, the parking requirements of other jurisdictions in Riverside and San Bernardino County
were examined. Five other jurisdictions were identified that have adopted parking requirements that account
for the reduction in parking demand per square foot as the size of a warehouse increases. Table 4 shows
the different parking ratios and parking spaces required by the Cities of Perris, Moreno Valley, Fontana,
Chino and the County of San Bernardino. As shown in Table 4, the parking requirement for a similar
warehouse in these jurisdictions is significantly less than the requirement in the City of Lake Elsinore, ranging
from 244 to 310 parking spaces.
Baker Industrial Project
Parking Demand Analysis
6
Table 4. Other Jurisdiction Parking Requirement
Land Use Area
Spaces
Required
City of Perris1
Building 1 High-cube Warehousing See Note1 212,028 64
Building 2 High-cube Warehousing See Note1 788,423 180
Total 1,000,451 244
City of Moreno Valley2
Building 1 Warehouse and Distribution See Note2 212,028 73
Building 2 Warehouse and Distribution See Note2 788,423 217
Total 1,000,451 290
City of Fontana3
Building 1 Warehouse/Distribution/Logistics See Note3 212,028 64
Building 2 Warehouse/Distribution/Logistics See Note3 788,423 180
Total 1,000,451 244
County of San Bernardino4
Building 1 Industrial Use See Note4 212,028 83
Building 2 Industrial Use See Note4 788,423 227
Total 1,000,451 310
City of Chino5
Building 1 Industrial Use See Note5 212,028 73
Building 2 Industrial Use See Note5 788,423 217
Total 1,000,451 290
Parking Ratio
Baker Industrial Project
Parking Demand Analysis
7
Parking Surveys
In addition to the above information, EPD contracted with a qualified data collection company to collect
parking demand surveys at three (3) comparable warehouses on two (2) weekdays. Figure 2 shows the
locations of these warehouses and the Project. The parking survey data and site plans for each site are
attached. Below are the details for each surveyed site:
1. Warehouse#1:
• Location: 728 W Rider, Perris
• Site Plan: Attached
• Description: This warehouse comprises a total area of 1,203,449 square feet, situated on
55.26 acres of land. It includes an office area of 12,777 square feet and provides a total
of 442 parking spaces in two parking areas.
As presented in Table 3, the auto parking demand for Warehouse #1 was 114 on day 1, resulting in an
auto parking rate of 0.09.
On the second day, the auto parking demand for Warehouse #1 was 116, with an auto parking rate of
0.10.
Table 3: Parking Survey-Warehouse#1
Building Area
(SF)Auto Parking Day 1 Auto Parking Rate (Spaces/TSF)
Day 1
1,203,449 114 0.09
Building Area
(SF)Auto Parking Day 2 Auto Parking Rate (Spaces/TSF)
Day 2
1,203,449 116 0.10
SF: Square Feet
TSF: Thousand Square Feet
Baker Industrial Project
Parking Demand Analysis
8
2. Warehouse#2:
• Location: 4815 S Hellman, Ontario
• Site Plan: Attached-Building 1
• Description: This site includes a 1,180,908 square feet warehouse, situated on a lot
measuring 47.6 acres. The Project includes an office area of 20,000 square feet and
provides a total of 337 parking spaces.
As presented in Table 4, the auto parking demand of Warehouse#2 was 81 on day 1, with an auto parking
rate of 0.07.
On the second day, the auto parking demand of Warehouse#2 was 82, with an auto parking rate of 0.07.
Table 4: Parking Survey-Warehouse#2
Building Area (SF)Auto Parking Day 1 Auto Parking Rate(Spaces/TSF)
Day 1
1,180,908 81 0.07
Building Area (SF)Auto Parking Day 2 Auto Parking Rate(Spaces/TSF)
Day 2
1,180,908 82 0.07
SF:Square Feet
TSF:Thousand Square Feet
Baker Industrial Project
Parking Demand Analysis
9
3. Warehouse#3:
• Location: 22305 Oleander Avenue, Perris
• Site Plan: Attached
• Description: This warehouse consists of 692,645 square feet of warehouse space, situated
on a lot measuring 34.5 acres. The Project includes an office area of 10,000 square feet
and provides 259 parking spaces.
As presented in Table 5, the auto parking demand of Warehouse#3 was 83 on day 1, with an auto parking
rate of 0.12.
On the second day, the auto parking demand of Warehouse#3 was 86, with an auto parking rate of 0.12.
Table 5: Parking Survey-Warehouse#3
As shown in Table 6, for all three warehouses discussed above, on day 1 the parking demand was 278
spaces with an average rate of 0.09. On the second day, the total parking demand was 284 spaces,
resulting in an average parking rate of 0.09.
Table 6: Total Parking Survey
Building Area
(SF)Auto Parking Day 1 Auto Parking Rate(Spaces/TSF)
Day 1
692,645 83 0.12
Building Area
(SF)Auto Parking Day 2 Auto Parking Rate(Spaces/TSF)
Day 2
692,645 86 0.12
SF:Square Feet
Total Area of three
Warehouses (SF)
Total Auto Parking
Demand Day 1
Average Parking Rate
(Spaces/TSF) Day 1
3,077,002 278 0.09
Total Area of three
Warehouses (SF)
Total Auto Parking
Demand Day 2
Average Parking Rate
(Spaces/TSF) Day 2
3,077,002 284 0.09
Total Area of three
Warehouses (SF)
Average Auto
Parking Demand
Average Parking Rate
(Spaces/TSF)
3,077,002 281 0.09
SF:Square Feet
Baker Industrial Project
Parking Demand Analysis
10
Parking Demand Analysis Conclusion
The City of Lake Elsinore municipal code would require 1,000 parking spaces for the Project. Conversely,
the number of parking spaces required by the municipal codes of other jurisdictions ranges from 244 to
1,000 spaces for a similar warehouse.
The Project buildings are considered high-cube warehouses since the building size is more than 200,000 SF
with a minimum ceiling height of 24 feet. The City of Lake Elsinore code does not include parking ratios for
a high-cube warehouse whereas other jurisdictions do account for the reduction in parking demand per
square foot for larger warehouse Projects. Because the City of Lake Elsinore doesn’t include parking ratios
for a high-cube warehouse, it is reasonable to examine the rates used by other jurisdictions and published
by the Institute of Transportation Engineers. The Cities of Perris, Moreno Valley, Fontana and Chino and the
County of San Bernardino have parking rates for larger warehouses. When these rates are examined, the
Project parking requirement would range from 244 to 310 spaces.
The findings from the Parking Survey Study indicate that the average observed parking rate was 0.09.
When applied to the 1,000,451 SF site, this would require 90 parking spaces, which is significantly lower
than required by any city code.
As discussed previously, the ITE parking rates are based on data collected at similar Project sites throughout
the country and therefore provide a real-world estimate of a warehouse’s parking demand. It is to be noted
that the ITE doesn’t include rates for a high-cube warehouse, it only includes rates for a normal warehouse.
Application of the ITE warehousing rate would yield 391 parking spaces for the proposed Project.
The provided parking supply of building 1 (i.e., 174 parking spaces) is more than the number of parking
spaces required by the Cities of Perris, Moreno Valley, Fontana, Chino or the County of San Bernardino for
a similar warehouse land use (i.e., maximum of 83 parking spaces) and more than recommended by ITE (i.e.,
83 parking spaces). Based on the observed parking rate of 0.09 at 3 similar sites, building 1 would have
154 more parking spaces than would be utilized at the 3 similar sites.
The provided parking supply of building 2 (i.e., 232 parking spaces) is more than the number of parking
spaces required by the Cities of Perris, Moreno Valley, Fontana, Chino or the County of San Bernardino for
a similar warehouse land use (i.e., maximum of 227 parking spaces) but fewer than recommended by ITE
(i.e., 308 parking spaces). Per ITE, building 2 parking supply (i.e., 232 parking spaces) would be short by
76 parking spaces. However, the overall Project (Buildings 1 and 2) would be adequately parked according
to the ITE rates. Based on the observed parking rate of 0.09 at 3 similar sites, building 2 would have 161
more parking spaces than would be utilized at the 3 similar sites.
Parking Rate Recommendation
Based on the information provided above, the parking provided would be adequate to serve the intended
warehouse use. The parking provided at the site would satisfy the parking requirement of the Cities of Perris,
Moreno Valley, Fontana, Chino and the County of San Bernardino. It would also provide 316 more spaces
than the average parking requirement observed at three similar sites. The parking provided by the Project
(174 spaces for Building 1 and 232 spaces for Building 2) would be sufficient to meet the forecast auto
parking demand.
The parking utilization data collected at three similar warehouse locations shows maximum daily parking
utilization below 1 space per 1,000 sf of warehousing at each site, indicating that the proposed project site
plan is expected to provide adequate parking. Per the Lake Elsinore Municipal Code (LEMC) any changes
to use or intensity may be subject to additional study, review, and approval at the discretion of the City.
If you have any questions about this analysis, please contact me at (949) 794-1186 or
techservices@epdsolutions.com.
11
Figure 1: Project Site Plan
12
Figure 2: Locations of Three Warehouses and Project Site
13
Attachment A-Parking Survey-Site Plans
RAMONA EXPY
NUEVO RD
SAN JACINTO AVE
ALESSANDRO BLVD
COTTONWOOD AVE
IRONWOO D AV E
E RIDER ST
ORANGE AV E REDLANDS BLVDPERRIS BLVDELLIS AVE MENIFEE RDDAVISRDDAY STFREDERICK STHEACOCK STVAN BUREN BLV D
HARVILLAVEOLDELSINORERDLAKEVIEWAVECA
SE
R
D
PERRIS
MORENO VALLEY
RIVERSIDE
MARCH ARB
NUEVO
LAKEVIEW
HARLEY KNOX BLVD
CACTUS AVECACTUS AVE
ALESSANDRO BLVD
SITETTTT DDEDE
D
D
• 1,203,449 SF cross-dock building on 55.26 acres
• 40’ minimum clear height
• 12,777 SF spec office area (including 5,886 SF mezzanine)
• 8” thick 4,000 PSI, flat floor
• Two 185’ fully-secured concrete truck courts
• 241 dock-high-doors (9’x10’)
• 4 grade-level, drive-in doors (12’x14’)
• 344 trailer parking stalls
• 442 car parking spaces
• 56’ x 60’ typical column spacing
• 4,000 amp electrical service, expandable to 8,000 amp
• ESFR sprinkler system
• Excellent sccess to the I-215 Freeway via Ramona Expressway
and Harley Knox Blvd and on/off ramps
BUILDING FEATURES
1,203,449 SF728 W. RIDER STREET
PERRIS, CALIFORNIA
NEW STATE-OF-THE-ART DISTRIBUTION FACILITY
Chuck Belden, SIOR
+1 909 942 4640
chuck.belden@cushwake.com
Lic. No: 00844840
Kyle Kehner, SIOR
+1 909 942 4645
kyle.kehner@cushwake.com
Lic. No: 01239566
Tim Pimentel, SIOR
+1 909 942 4647
tim.pimentel@cushwake.com
Lic. No: 01421452
Brice Larson
+1 909 942 4652
brice.larson@cushwake.com
Lic. No: 02056356
Phil Lombardo
+1 909 942 4678
phil.lombardo@cushwake.com
Lic. No: 00892477
Another Quality Project by:
728 WEST RIDER STREET
Perris, CA
728 WEST RIDER STREET
1,203,449 SF
AVAILABLE
RIDER STREET INDIAN AVENUEWEBSTER AVENUEdukerealty.com
1,203,449 SF728 W. RIDER STREET
PERRIS, CALIFORNIA
No warranty or representation, express or implied, is made as the the accuracy of the information contained herein, and same is submitted sucject to errors, omissions, change of price, rental or other conditions, withdrawal without notice, and to any specific listing conditions, imposed by our principals. This listing shall not be deemed an offer to lease, sublease or sell such property and, in the event of any transaction for such property, no commission shall be earned by or payable to any cooperating broker except if otherwise provided pursuant to the express terms, rate and conditions of C&W’s arrangement with its principal, if, as and when such commission (if any) is actually received from such principal.
Chuck Belden, SIOR
+1 909 942 4640
chuck.belden@cushwake.com
Lic. No: 00844840
Kyle Kehner, SIOR
+1 909 942 4645
kyle.kehner@cushwake.com
Lic. No: 01239566
Tim Pimentel, SIOR
+1 909 942 4647
tim.pimentel@cushwake.com
Lic. No: 01421452
Brice Larson
+1 909 942 4652
brice.larson@cushwake.com
Lic. No: 02056356
Phil Lombardo
+1 909 942 4678
phil.lombardo@cushwake.com
Lic. No: 00892477
Another Quality Project by:
Truck RouteTruck RouteTruck RouteTruck Routedukerealty.com
PERRIS/MORENO VALLEY
CORPORATE NEIGHBORS
MARCH AIRMARCH AIRRESERVE BASERESERVE BASE
FullFullDiamondDiamondInterchangeInterchange
FullFullDiamondDiamondInterchangeInterchange
215
Krameria AveKrameria Ave
Ramona ExpresswayRamona Expressway
Webster AveWebster AvePerris BlvdPerris Blvd215 Indian AveIndian AvePlacentia AvePlacentia Ave
(Mid-County Pkwy)(Mid-County Pkwy)Harvill AvenueHarvill AvenueRider StRider St
LEASEDLEASED
FutureFutureInterchangeInterchange SUBJECT PROPERTY
Harley Knox Blvd
Harley Knox BlvdHeacock StHeacock StKitching StKitching StIndian StIndian StPerris BlvdPerris BlvdFrontage RdFrontage Rd1,203,449 SF728 W. RIDER STREET
PERRIS, CALIFORNIA
Chuck Belden, SIOR
+1 909 942 4640
chuck.belden@cushwake.com
Lic. No: 00844840
Kyle Kehner, SIOR
+1 909 942 4645
kyle.kehner@cushwake.com
Lic. No: 01239566
Tim Pimentel, SIOR
+1 909 942 4647
tim.pimentel@cushwake.com
Lic. No: 01421452
Brice Larson
+1 909 942 4652
brice.larson@cushwake.com
Lic. No: 02056356
Phil Lombardo
+1 909 942 4678
phil.lombardo@cushwake.com
Lic. No: 00892477
Another Quality Project by:
Note: This is a conceptual plan. It is based on preliminary information which is not fully verified and may be incomplete. It is meant as a comparative aid in examining alternate development strategies and any quantities indicated are subject to revision as more reliable information becomes available.BLDG. 1BLDG. 2BLDG. 3BLDG. 4BLDG. 5BLDG. 6TOTALSITE AREAin s.f. 2,074,632 2,072,976 253,648 160,974 204,519 245,134 5,011,883 s.f.in acres 47.6 47.6 5.8 3.7 4.7 5.6 115.1 acBUILDING AREAOffice 20,000 20,000 10,000 5,000 5,000 5,000 65,000 s.f.warehouse 1,160,908 1,018,383 130,640 64,260 50,900 100,520 2,525,611 s.f. TOTAL 1,180,908 1,038,383 140,640 69,260 55,900 105,520 2,590,611 s.f.COVERAGE 56.9% 50.1% 55.4% 43.0% 27.3% 43.0% 51.7%AUTO PARKING REQUIREDOffice: 1/250 s.f. 0 0 0 0 0 0 0 stallsWhse: 1st 20K @ 1/1,000 s.f. 20 20 20 20 20 20 120 stalls over 20K @ 1/2,000 s.f. 571 500 56 23 16 41 1,207 stallsTOTAL 591 520 76 43 36 61 1,327 stallsPARKING PROVIDEDStandard ( 9 'x 18' ) 337 578 145 92 68 116 1,336 stallsTrailer ( 12 'x 55' ) 220 229 0 0 0 0 449 stallsTOTAL 557 807 145 92 68 116 1,785 stallsMAXIMUM FLOOR AREA RATIOFAR - .55 SETBACKSBuilding Landscapefront/street side - 25' Hellman Ave. - 18'side - 25' Merril Ave. - 23' rear - 15' Carpenter Ave. - 15' ZONING ORDINANCE FOR CITY Eucalyptus Ave. - 20'New specific plan to be determined side - 10', rear - 0'
14
Attachment B-Parking Survey-Counts Data
Prepared by AimTD LLC tel. 714 253 7888
728 W Rider St (Indian Ave) Perris_Vehicle Parking 2
Time Combined % Occupied
5:00 AM 0
5:30 AM 0
6:00 AM 0
6:30 AM 0
7:00 AM 0
7:30 AM 0
8:00 AM 0
8:30 AM 0
9:00 AM 0
9:30 AM 0
10:00 AM 0
10:30 AM 0
11:00 AM 0
11:30 AM 0
12:00 PM 0
12:30 PM 0
1:00 PM 0
1:30 PM 0
2:00 PM 0
2:30 PM 0
3:00 PM 0
3:30 PM 0
4:00 PM 0
4:30 PM 0
5:00 PM 0
5:30 PM 0
6:00 PM 0
6:30 PM 0
Total Spaces 98
Thursday, February 22, 2024
Prepared by AimTD LLC tel. 714 253 7888
728 W Rider St (Indian Ave) Perris_Vehicle Parking 2
Time Combined % Occupied
5:00 AM 0
5:30 AM 0
6:00 AM 0
6:30 AM 0
7:00 AM 0
7:30 AM 0
8:00 AM 0
8:30 AM 0
9:00 AM 0
9:30 AM 0
10:00 AM 0
10:30 AM 0
11:00 AM 0
11:30 AM 0
12:00 PM 0
12:30 PM 0
1:00 PM 0
1:30 PM 0
2:00 PM 0
2:30 PM 0
3:00 PM 0
3:30 PM 0
4:00 PM 0
4:30 PM 0
5:00 PM 0
5:30 PM 0
6:00 PM 0
6:30 PM 0
Total Spaces 98
Wednesday, February 21, 2024
Prepared by AimTD LLC tel. 714 253 7888
728 W Rider St (Webster Ave) Perris_Vehicle Parking 1
Time Combined % Occupied
5:00 AM 3 1%
5:30 AM 4 1%
6:00 AM 27 9%
6:30 AM 37 12%
7:00 AM 54 17%
7:30 AM 59 19%
8:00 AM 75 24%
8:30 AM 81 26%
9:00 AM 88 28%
9:30 AM 92 29%
10:00 AM 105 33%
10:30 AM 109 34%
11:00 AM 111 35%
11:30 AM 111 35%
12:00 PM 108 34%
12:30 PM 107 34%
1:00 PM 109 34%
1:30 PM 112 35%
2:00 PM 111 35%
2:30 PM 107 34%
3:00 PM 114 36%
3:30 PM 102 32%
4:00 PM 95 30%
4:30 PM 69 22%
5:00 PM 59 19%
5:30 PM 56 18%
6:00 PM 46 15%
6:30 PM 25 8%
Total Spaces 317
Thursday, February 22, 2024
Prepared by AimTD LLC tel. 714 253 7888
728 W Rider St (Webster Ave) Perris_Vehicle Parking 1
Time Combined % Occupied
5:00 AM 2 1%
5:30 AM 5 2%
6:00 AM 19 6%
6:30 AM 28 9%
7:00 AM 49 15%
7:30 AM 52 16%
8:00 AM 68 21%
8:30 AM 73 23%
9:00 AM 82 26%
9:30 AM 85 27%
10:00 AM 89 28%
10:30 AM 93 29%
11:00 AM 97 31%
11:30 AM 101 32%
12:00 PM 102 32%
12:30 PM 102 32%
1:00 PM 103 32%
1:30 PM 101 32%
2:00 PM 102 32%
2:30 PM 105 33%
3:00 PM 104 33%
3:30 PM 116 37%
4:00 PM 106 33%
4:30 PM 88 28%
5:00 PM 77 24%
5:30 PM 59 19%
6:00 PM 46 15%
6:30 PM 35 11%
Total Spaces 317
Wednesday, February 21, 2024
Prepared by AimTD LLC tel. 714 253 7888
4815 S Hellman Ave/Vehicle Parking 1
Time Combined % Occupied
5:00 AM 33 19%
5:30 AM 64 36%
6:00 AM 44 25%
6:30 AM 51 29%
7:00 AM 51 29%
7:30 AM 54 30%
8:00 AM 56 31%
8:30 AM 56 31%
9:00 AM 59 33%
9:30 AM 59 33%
10:00 AM 59 33%
10:30 AM 53 30%
11:00 AM 55 31%
11:30 AM 57 32%
12:00 PM 56 31%
12:30 PM 58 33%
1:00 PM 62 35%
1:30 PM 81 46%
2:00 PM 50 28%
2:30 PM 45 25%
3:00 PM 39 22%
3:30 PM 38 21%
4:00 PM 34 19%
4:30 PM 34 19%
5:00 PM 32 18%
5:30 PM 27 15%
6:00 PM 25 14%
6:30 PM 26 15%
Total Spaces 178
Thursday, February 15, 2024
Prepared by AimTD LLC tel. 714 253 7888
4815 S Hellman Ave/Vehicle Parking 1
Time Combined % Occupied
5:00 AM 36 20%
5:30 AM 74 42%
6:00 AM 56 31%
6:30 AM 59 33%
7:00 AM 62 35%
7:30 AM 64 36%
8:00 AM 67 38%
8:30 AM 69 39%
9:00 AM 70 39%
9:30 AM 70 39%
10:00 AM 67 38%
10:30 AM 70 39%
11:00 AM 67 38%
11:30 AM 69 39%
12:00 PM 56 31%
12:30 PM 55 31%
1:00 PM 63 35%
1:30 PM 82 46%
2:00 PM 56 31%
2:30 PM 52 29%
3:00 PM 48 27%
3:30 PM 46 26%
4:00 PM 44 25%
4:30 PM 42 24%
5:00 PM 40 22%
5:30 PM 32 18%
6:00 PM 31 17%
6:30 PM 32 18%
Total Spaces 178
Tuesday, February 20, 2024
Prepared by AimTD LLC tel. 714 253 7888
22305 Oleander Ave (Decker St) Perris_Vehicle Parking 2
Time Combined % Occupied
5:00 AM 0
5:30 AM 3 9%
6:00 AM 4 12%
6:30 AM 3 9%
7:00 AM 3 9%
7:30 AM 7 21%
8:00 AM 9 26%
8:30 AM 13 38%
9:00 AM 14 41%
9:30 AM 15 44%
10:00 AM 15 44%
10:30 AM 14 41%
11:00 AM 14 41%
11:30 AM 13 38%
12:00 PM 15 44%
12:30 PM 17 50%
1:00 PM 18 53%
1:30 PM 18 53%
2:00 PM 19 56%
2:30 PM 20 59%
3:00 PM 21 62%
3:30 PM 21 62%
4:00 PM 20 59%
4:30 PM 17 50%
5:00 PM 14 41%
5:30 PM 12 35%
6:00 PM 12 35%
6:30 PM 12 35%
Total Spaces 34
Thursday, February 22, 2024
Prepared by AimTD LLC tel. 714 253 7888
22305 Oleander Ave (Decker St) Perris_Vehicle Parking 2
Time Combined % Occupied
5:00 AM 3 9%
5:30 AM 6 18%
6:00 AM 8 24%
6:30 AM 8 24%
7:00 AM 6 18%
7:30 AM 10 29%
8:00 AM 12 35%
8:30 AM 16 47%
9:00 AM 16 47%
9:30 AM 18 53%
10:00 AM 18 53%
10:30 AM 18 53%
11:00 AM 17 50%
11:30 AM 17 50%
12:00 PM 17 50%
12:30 PM 17 50%
1:00 PM 19 56%
1:30 PM 19 56%
2:00 PM 22 65%
2:30 PM 21 62%
3:00 PM 22 65%
3:30 PM 22 65%
4:00 PM 20 59%
4:30 PM 18 53%
5:00 PM 16 47%
5:30 PM 15 44%
6:00 PM 14 41%
6:30 PM 11 32%
Total Spaces 34
Wednesday, February 21, 2024
Prepared by AimTD LLC tel. 714 253 7888
22305 Oleander Ave Perris_Vehicle Parking 1
Time Combined % Occupied
5:00 AM 7 4%
5:30 AM 13 7%
6:00 AM 42 22%
6:30 AM 49 25%
7:00 AM 52 27%
7:30 AM 52 27%
8:00 AM 52 27%
8:30 AM 58 30%
9:00 AM 61 32%
9:30 AM 61 32%
10:00 AM 60 31%
10:30 AM 58 30%
11:00 AM 58 30%
11:30 AM 60 31%
12:00 PM 59 31%
12:30 PM 59 31%
1:00 PM 58 30%
1:30 PM 62 32%
2:00 PM 53 27%
2:30 PM 33 17%
3:00 PM 49 25%
3:30 PM 43 22%
4:00 PM 42 22%
4:30 PM 44 23%
5:00 PM 40 21%
5:30 PM 38 20%
6:00 PM 37 19%
6:30 PM 38 20%
Total Spaces 193
Thursday, February 22, 2024
Prepared by AimTD LLC tel. 714 253 7888
22305 Oleander Ave Perris_Vehicle Parking 1
Time Combined % Occupied
5:00 AM 2 1%
5:30 AM 8 4%
6:00 AM 44 23%
6:30 AM 51 26%
7:00 AM 54 28%
7:30 AM 55 28%
8:00 AM 56 29%
8:30 AM 60 31%
9:00 AM 64 33%
9:30 AM 63 33%
10:00 AM 62 32%
10:30 AM 59 31%
11:00 AM 61 32%
11:30 AM 62 32%
12:00 PM 61 32%
12:30 PM 61 32%
1:00 PM 60 31%
1:30 PM 61 32%
2:00 PM 62 32%
2:30 PM 56 29%
3:00 PM 37 19%
3:30 PM 48 25%
4:00 PM 43 22%
4:30 PM 43 22%
5:00 PM 41 21%
5:30 PM 40 21%
6:00 PM 40 21%
6:30 PM 38 20%
Total Spaces 193
Wednesday, February 21, 2024
15
Attachment C-Parking Survey-Analysis
728 W Rider Perris
Driveway 1 Total Spaces Available: 317
Driveway 2 Total Spaces Available: 98
Time Auto Parking 1 Traler Parking 2 Total Auto Parking 1 Trailer Parking 2 Total
5:00 AM 3 0 3 2 0 2
5:30 AM 4 0 4 5 0 5
6:00 AM 27 0 27 19 0 19
6:30 AM 37 0 37 28 0 28
7:00 AM 54 0 54 49 0 49
7:30 AM 59 0 59 52 0 52
8:00 AM 75 0 75 68 0 68
8:30 AM 81 0 81 73 0 73
9:00 AM 88 0 88 82 0 82
9:30 AM 92 0 92 85 0 85
10:00 AM 105 0 105 89 0 89
10:30 AM 109 0 109 93 0 93
11:00 AM 111 0 111 97 0 97
11:30 AM 111 0 111 101 0 101
12:00 PM 108 0 108 102 0 102
12:30 PM 107 0 107 102 0 102
1:00 PM 109 0 109 103 0 103
1:30 PM 112 0 112 101 0 101
2:00 PM 111 0 111 102 0 102
2:30 PM 107 0 107 105 0 105
3:00 PM 114 0 114 104 0 104
3:30 PM 102 0 102 116 0 116
4:00 PM 95 0 95 106 0 106
4:30 PM 69 0 69 88 0 88
5:00 PM 59 0 59 77 0 77
5:30 PM 56 0 56 59 0 59
6:00 PM 46 0 46 46 0 46
6:30 PM 25 0 25 35 0 35
Peak 114 0 114 116 0 116
Building Area
(SF)Auto Parking Day 1 Auto Parking Rate (Spaces/TSF)
Day 1
1,203,449 114 0.09
Building Area
(SF)Auto Parking Day 2 Auto Parking Rate (Spaces/TSF)
Day 2
1,203,449 116 0.10
SF: Square Feet
TSF: Thousand Square Feet
Day 1 Day 2
4815 S Hellman Ontario
Driveway 1 Total Spaces Available: 178
Trailer Parking Total Spaces Available: 34
Time Auto Parking Trailer Parking Total Auto Parking Trailer Parking Total
5:00 AM 33 22 55 36 26 62
5:30 AM 64 22 86 74 27 101
6:00 AM 44 22 66 56 25 81
6:30 AM 51 23 74 59 26 85
7:00 AM 51 21 72 62 26 88
7:30 AM 54 24 78 64 25 89
8:00 AM 56 26 82 67 28 95
8:30 AM 56 26 82 69 28 97
9:00 AM 59 29 88 70 29 99
9:30 AM 59 29 88 70 28 98
10:00 AM 59 29 88 67 27 94
10:30 AM 53 23 76 70 28 98
11:00 AM 55 25 80 67 25 92
11:30 AM 57 23 80 69 27 96
12:00 PM 56 22 78 56 27 83
12:30 PM 58 24 82 55 26 81
1:00 PM 62 28 90 63 28 91
1:30 PM 81 24 105 82 27 109
2:00 PM 50 21 71 56 28 84
2:30 PM 45 25 70 52 26 78
3:00 PM 39 23 62 48 25 73
3:30 PM 38 22 60 46 25 71
4:00 PM 34 20 54 44 24 68
4:30 PM 34 20 54 42 25 67
5:00 PM 32 24 56 40 25 65
5:30 PM 27 25 52 32 27 59
6:00 PM 25 23 48 31 26 57
6:30 PM 26 24 50 32 27 59
Peak 81 29 110 82 29 111
Building Area (SF)Auto Parking Day 1 Auto Parking Rate(Spaces/TSF)
Day 1
1,504,851 81 0.05
Building Area (SF)Auto Parking Day 2 Auto Parking Rate(Spaces/TSF)
Day 2
1,504,851 82 0.05
SF:Square Feet
TSF:Thousand Square Feet
Total Area of three
Warehouses (SF)
Total Auto Parking
Demand Day 1 Average Parking Rate Day 1
5,298,911 278 0.05
Total Area of three
Warehouses (SF)
Total Auto Parking
Demand Day 2 Average Parking Rate Day 2
5,298,911 284 0.05
Total Area of three
Warehouses (SF)
Average Auto
Parking Demand Average Parking Rate
5,298,911 281 0.05
SF:Square Feet
Day 1 Day 2
22305 Oleander Avenue, Perris
Driveway 1 Total Spaces Available: 193
Driveway 2 Total Spaces Available: 34
Time Auto Parking 1 Auto Parking 2 Total Auto Parking 1 Auto Parking 2 Total
5:00 AM 7 0 7 2 3 5
5:30 AM 13 3 16 8 6 14
6:00 AM 42 4 46 44 8 52
6:30 AM 49 3 52 51 8 59
7:00 AM 52 3 55 54 6 60
7:30 AM 52 7 59 55 10 65
8:00 AM 52 9 61 56 12 68
8:30 AM 58 13 71 60 16 76
9:00 AM 61 14 75 64 16 80
9:30 AM 61 15 76 63 18 81
10:00 AM 60 15 75 62 18 80
10:30 AM 58 14 72 59 18 77
11:00 AM 58 14 72 61 17 78
11:30 AM 60 13 73 62 17 79
12:00 PM 59 15 74 61 17 78
12:30 PM 59 17 76 61 17 78
1:00 PM 58 18 76 60 19 79
1:30 PM 62 18 80 61 19 80
2:00 PM 53 19 72 62 22 84
2:30 PM 33 20 53 56 21 77
3:00 PM 49 21 70 37 22 59
3:30 PM 43 21 64 48 22 70
4:00 PM 42 20 62 43 20 63
4:30 PM 44 17 61 43 18 61
5:00 PM 40 14 54 41 16 57
5:30 PM 38 12 50 40 15 55
6:00 PM 37 12 49 40 14 54
6:30 PM 38 12 50 38 11 49
Peak 62 21 83 64 22 86
Building Area
(SF)Auto Parking Day 1 Auto Parking Rate(Spaces/TSF)
Day 1
2,590,611 83 0.03
Building Area
(SF)Auto Parking Day 2 Auto Parking Rate(Spaces/TSF)
Day 2
2,590,611 86 0.03
SF:Square Feet
TSF:Thousand Square Feet
Day 2Day 1