HomeMy WebLinkAboutItem 2 - Attachment 5 - Self Storage Parking Analysis —N N
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F�11:10 IM: Plhamng Nguyen, l:11F.: Chen Ryarl Associates
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RIF.:: Village 3 North' EscmymSelf-Storage
The purpose of this memorandum is to present an assessment of parking requirements for the proposed
Village North EocayaSelf-Storage ("Prcject").
The Eocaya Self-Storage project is located within the Village 3 North Business Park. The Project proposes
toconstruct 12S,80SSFofself-storage and a1,192SFsupporting office. The City ofChula Vista Municipal
Code, Chapter 19.62 and the Village 3 North Planned Community District Regulations,Section Vill. Parking
Regulations, do not include a category for "oe|f'otoragefad|itieo." Therefore, it is more appropriate and
reasonable to apply the provisions outlined in the PC District Regulations, Section VIII.B.7. which states:
"The parking requirement for uses not specifically listed /n the matrix shall be determined by
reference to CVMC Chapter 19.62(Off-Street Parking and Loading), or if not included therein, the
approving authority may determine the parking requirement for the proposed use based on the
basis ofrequirements for similar uses, and unany trgficengineering and planning data that is
appropriate tuestablishment ofominimum requirernent.^
Per the PC District Regulations,several other sources were considered to determine the minimum parking
requirement for the Project. Minimum parking requirement were obtained from the City of San Diego
Municipal Code, as well as the Institute of Transportation Engineers (ITE) Parking Generation 4th Edition
manual. Excerpts from the parking requirement sources are provided in Attachment A. Table 1 applies
these minimum parking requirements tothe Project.
Table 1 Self Storage Minimum Parking Reguirement
Source Parking Generation Rate Land Use Minimum Number of
Parking Spaces
ITE Parking Generation
Land Use: 151 Mini- 0.14 space/1,000 SF 125,805 SF self- 18
Warehouse storage+1,192 S F
City of San Diego Municipal 1 space/10,000 SF+3.3 spaces/1,000 office 17
Code- 14.2.5.28 SF of accessory office space
Source:City of San Diego,ITE Parking Generation,4th Edition,Chen Ryan Ryan Associates,Inc.November 2018
As shown in Table 1, the Project would be required to provide 18 parking spaces under the ITE Parking
Generation manual parking generation rate. Under City ofSan Diego parking requirement, the Project
39005t^Avenue,Suite 310 °San Diego,[A9Z103 °619'795'6086
www.[henRyonMobi|ity.com
Page 2 CHEN * RYAN
would be required to provide 13 parking spaces for the self-storage portion of the Project (125,805 SF x 1
space/10,000 SF)and 4 spaces for the office component of the Project(1,192 SF x 3.3 spaces/ 1,000 SF),
resulting in a minimum parking requirement of 17 parking spaces.
The Project proposes to provide 21 total parking spaces, which exceeds the minimum number of parking
spaces calculated per the parking requirements presented in Table 1. As such, the total parking spaces
provided are sufficient for the Project land use and no additional parking spaces would be needed.
CHEN ° RYAN
San Diego Municipal Code Chapter 14: General Regulations
(11-2018)
Veterinary clinics& 2.5 2.1 N/A
hospitals
Offices(4)
Business& 3.3 2.9 5.0
professional/
Government/
Regional&corporate
headquarters(except
in IS Zone)
Medical,dental,& 4.0 3.5 6.0
health practitioners
(except in IS Zone)
All office uses in the IS 1.0(5) 1.0(5) 5.0
Zone
Vehicle&Vehicular Equipment Sales& Service
Automobile service 2 per Station;with 85%of N/A
stations Maintenance Facility,3 per Minimum
Station Plus
1 per Service Bay
Retail Sales: 3.0
Vehicle repair& 5.0 4.3 N/A
maintenance
Vehicle sales& rentals 1 per each 10 display cars 85%of Minimum N/A
Distribution and Storage(4)
All distribution and 1.0(5) 1.0(5) 4.0
storage uses
Self Storage Facilities 1.0 space/10,000 sq ft plus 3.3 N/A N/A
space per 1,000 square foot of
accessory office space
Industrial
Heavy Manufacturing 1.5 (6) 1.5 (6) 4.0
(except in IS Zone)
Light manufacturing 2.5 (6) 2.1 (6) 4.0
(except in IS Zone)
Research& 2.5 2.1 4.0
development
(except in IS Zone)
All industrial uses in 1.0(5) 1.0(5) 4.0
the IS Zone
Ch. Art. Div.
14 1 2 1 5
Land Use: 151
ini-Warehouse
Description
Mini-warehouses are buildings in which a number of storage units or vaults are rented for the storage of
goods. They are typically referred to as"self-storage"facilities. Each unit is physically separated from
' other units, and access is usually provided through an overhead door or other common access point.
Database Description
• Average parking supply ratio: 0.2 spaces per 1,000 square feet (sq. ft.)gross floor area (GFA) (two
study sites).
The Saturday parking demand ratio for a site with 1,400 storage units was 0.77 vehicles per 100
� - storage units. Parking demand data at this site were collected for six consecutive hours between 1:00
and 7:00 p.m., and the peak period of demand occurred between 4:00 and 5:00 p.m.
The following table presents a time-of-day distribution of parking demand for three study sites.
Based on Vehicles per
00 ft. GFA Weekday
""" Hour Begir�mbi Percent of Peak Period q imb : of Data Points*
12.05:000-4.00 a.m.
.. 0
6:00 a m _ p
..
7:00am
� . 316 3
_ .1
8:00am 343
9:00 a.m.
..
10:00 a.m. 91 3
41
11:00 a.m 1.00w 3
X200, m - _ 55 ... m.. 3
�1 1 000 �m 45 3
.e 46
300 " m 2
40 ..._.
4 88
.. 1
-- _
27 r.1 .
---
7:00 Wim... . .... 35 1
6 00
i m 27 1
800;a m 0
M mm.. ..
900m — 0
00
110 �.� .. ...�m
0
.0...n...,.,......
*Subset of database
Study Sites/Years
Canada:
Burnaby, BC (1991); Coquitlam, BC (1991); Richmond, BC (1991)
r
United States:
Santa Barbara, CA (1998); Hadley, MA (2008)
4t" Edition Source Number
1115
i
Institute of Transportation Engineers [431 Parking Generation,4th Edition
Land Use 151
Mini-Warehouse
Average Peak Period Parking Demand vs. 1,000 sq. ft. GFA
On a: Weekday
J f%/
�
Sftisc beak Period flem�and
W Peak Period
Numberof Stud Sites _..10;00 a m. 12:0 �,4:00-5:O�mm w
... �
l' rtes 72,000 se ft.m Gmmm
... Period P..
f Studd S
vera a Size o arkin�Demand 0.14 vehicles per 1,000 sq. ft. GFA
Standard Deviation
Coefficient of Variation -.....�.....0 06
es
85th Percentile m LL 0.00.107 vehicles.27 ilper�1,000 s0 ft. GFA
33rd Percentile....- .. ... A.. .. m.�.. ..� . .... ...
0.11 vehicleser 1,000 ft.w GFA
l
Weekday Peak Period
I.
Parking Demand
N
30
= 0.07x + 4
25 P
R2 = 0.86
20
v
i
m 15 0000
10
�...
0-10
_... ��
CL
a 0
0 50 100 150 200
X = 1,000 sq. ft. GFA
��. 1;
• Actual Data Points Fitted Curve ----Average Rate
i
i
Ir/ II
institute of Transportation Engineers
[441
Parking Generation,4th Edition
f
Land Use: 151
Mini-Warehouse
i
Average Peak Period Parking Demand vs. 1,000 sq. ft. GFA
On a: Saturday
_
_—... _ speak Peogd pe�tiand
Number of Study Sites " 9:00-10:00
3
Peak Period 9 00-10 00 a m
Average Size of Study Sites 109,000 sa,ft G
Avera a Peak Period Park Demand 0.11 vehicles er 1,00 FA
Standard Deviation
��ww ft GFA
Parking
�.....� . 0.04
Coefficient of Variation _ o
� 38/o
0.06-0.14 vehicles er 1 000 s� . ft. GFA
e , ,�. �..wm
85th Percentile
ani
0.13 vehicles per 1,000 sift. GFA
33rd Percentile
0.10 vehicles fuer 1,000 sift. GFA
Saturday Peak Period
Parking Demand
y
14 ._. ...... ... ..
12 - .. . _...® _ e.........
1
10
$ - -
r6 ......
e {{
I,
� 4
a
u
2
a �
0 50 100 150 200
x = 1,000 sq. ft. GFA
Actual Data Points
f
<f
i
=.i
y
y
l
Institute of Transportation Engineers gi , w„ Parking Generation,4th Edilion
a�
1151