HomeMy WebLinkAbout08/22/2023PLANNING COMMISSION AGENDA
______________________________________________
Tuesday, August 22, 2023
6:30 PM
Diamond Bar City Hall – Windmill Community Room
21810 Copley Drive, Diamond Bar, CA 91765
PUBLIC ADVISORY:
Members of the public are encouraged to participate and address the Planning Commission
during the public comment portion of the meeting either in person or via teleconference.
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How to Observe the Meeting From Home:
Members of the public can observe the meeting b y calling (213) 929 -4212 , Access Code:
833-795-747 or visiting https://attendee.gotowebinar.com/register/838281292338114901 .
How to Submit Public Comment:
Please note that the meeting will proceed at the Windmill Conference Room should
comments by teleconferencing become infeasible due to an Internet or power outage, or
due to technical problems outside the City’s control. If you wish to make certain that
your comments are heard, please attend the meeting in person or send an email by
4:00 p.m. on the day of the meeting/hearing
The public may provide public comment by attending the meeting in person, by sending an
email, or by logging into the teleconference. Please send email public comments to
Planning@DiamondBarCA.gov by 4:00 p.m. on the day of the meeting and indicate in the
Subject Line “FOR PUBLIC COMMENT.” Written comments will be distributed to the Planning
Commission members and read into the record at the meeting, up to a maximum of five minutes.
Members of the public will be called upon one at a time during the Public Comment portion of
the agenda. Speakers are limited to five minutes per agenda item, unless the Chairperson
determines otherwise.
American Disability Act Accommodations:
Pursuant to the Executive Order, and in compliance with the Americans with Disabilities Act, if
you need special assistance to participate in the Planning Commission Meeting, please contact
the Community Development Office (909) 839-7030 within 72 hours of the meeting. Commission
recordings will be available upon request the day following the Planning Commission Meeting.
CHAIR WILLIAM RAWLINGS
VICE CHAIR RUBEN TORRES
COMMISSIONER NAILA BARLAS
COMMISSIONER MAHENDRA GARG
COMMISSIONER RAYMOND WOLFE
City of Diamond Bar
Planning Commission
MEETING RULES
PUBLIC INPUT
Members of the public may address the Planning Commission on any item of business on the
agenda during the time the item is taken up by the Planning Commission. In addition, members
of the public may, during the Public Comment period address the Planning Commission on any
Consent Calendar item or any matter not on the agenda and within the Planning Commission’s
subject matter jurisdiction. Any material to be submitted to the Planning Commission at the
meeting should be submitted through the Minutes Secreta ry.
Speakers are limited to five minutes per agenda item, unless the Chairperson determines
otherwise. The Chairperson may adjust this time limit depending on the number of people
wishing to speak, the complexity of the matter, the length of the agenda, the hour and any other
relevant consideration. Speakers may address the Planning Commission only once on an
agenda item, except during public hearings, when the applicant/appellant may be afforded a
rebuttal.
Public comments must be directed to the Planning Commission. Behavior t hat disrupts the
orderly conduct of the meeting may result in the speaker being removed from the meeting.
INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE PLANNING COMMISSION
Agendas for regular Planning Commission meetings are available 72 hours prior to the meeting
and are posted in the City’s regular posting locations and on the City’s website at
www.diamondbarca.gov. The Planning Commission may take action on any item listed on the
agenda.
Copies of staff reports or other written documentation rel ating to agenda items are on file in the
Planning Division of the Community Development Department, located at 21810 Copley Drive,
and are available for public inspection upon request. If you have questions regarding an agenda
item, please call (909) 839-7030 during regular business hours.
HELPFUL CONTACT INFORMATION
Copies of Agenda, Rules of the Planning Commission, Recordings of Meetings (909) 839-7030
Email: info@diamondbarca.gov
Website: www.diamondbarca.gov
The City of Diamond Bar thanks you in advance for taking all precautions to prevent spreading the
COVID-19 virus.
CITY OF DIAMOND BAR
PLANNING COMMISSION
August 22, 2023
AGENDA
Next Resolution No. 2023-011
CALL TO ORDER: 6:30 p.m.
PLEDGE OF ALLEGIANCE:
1. ROLL CALL: COMMISSIONERS: Barlas, Garg, Wolfe, Vice Chair Torres,
Chair Rawlings
2. APPROVAL OF AGENDA: Chair
3. PUBLIC COMMENTS:
"Public Comments" is the time reserved on each regular meeting agend a to
provide an opportunity for members of the public to directly address the Planning
Commission on consent calendar items or other matters of interest not on the
agenda that are within the subject matter jurisdiction of the Planning
Commission. Although the Planning Commission values your comments,
pursuant to the brown act, members of the Planning Commission or staff may
briefly respond to public comments if necessary, but no extended discussion and
no action on such matters may take place. There is a five-minute maximum time
limit when addressing the Planning Commission. Please complete a speaker
card and hand it to the Minutes Secretary (completion of this form is voluntary).
The Planning Commission will call on in-person speakers first and then
teleconference callers, one at a time to give their name and if there is an agenda
item number they wish to speak on before providing their comment. If you wish to
speak on a public hearing item or Planning Commission consideration item, you
will then be called upon to speak at that point in the agenda.
4. CONSENT CALENDAR:
The following items listed on the consent calendar are considered routine and
are approved by a single motion. Consent calendar items may be removed from
the agenda by request of the Planning Commission only:
4.1 Minutes of the Planning Commission Regular Meeting – May 23,
2023.
4.2 Minutes of the Planning Commission Regular Meeting – June 13,
2023.
AUGUST 22, 2023 PAGE 2 PLANNING COMMISSION
5. OLD BUSINESS: None.
6. NEW BUSINESS: None.
7. PUBLIC HEARING(S):
7.1 Conditional Use Permit No. PL2023-32 - Under the authority of Diamond
Bar Municipal Code Section 22.58, the property owner and applicant are
requesting a Conditional Use Permit to operate a Pilates fitness studio at a
1,297 square-foot vacant space at Diamond Hills Plaza, a 203,167
square-foot multi-tenant shopping center. The subject property is zoned
Community Commercial (C-2) with an underlying General Plan land use
designation of General Commercial.
PROJECT ADDRESS: 21349 Cold Spring Lane
Diamond Bar, CA 91765
PROPERTY OWNER: ROIC Diamond Hills Plaza, LLC
11250 El Camino Real, Suite 200
San Diego, CA 92130
APPLICANT: Roger Chan for Almond Health, LLC
12965 Beach Boulevard
Stanton, CA 90680
ENVIRONMENTAL DETERMINATION: The project has been reviewed
for compliance with the California Environmental Quality Act (CEQA).
Based on that assessment, the City has determined the project to be
Categorically Exempt from the provisions of CEQA pursuant to Article 19
under Section 15301(a) (interior alterations involving such things as
interior partitions, plumbing, and electrical conveyances) of the CEQA
Guidelines. No further environmental review is required.
RECOMMENDATION: Staff recommends that the Planning Commission
approve Conditional Use Permit No. PL2023-32 based on the findings of
fact, and subject to the conditions of approval as listed within the draft
resolution.
8. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS:
9. STAFF COMMENTS / INFORMATIONAL ITEMS:
AUGUST 22, 2023 PAGE 3 PLANNING COMMISSION
10. SCHEDULE OF FUTURE EVENTS:
11. ADJOURNMENT
LABOR DAY HOLIDAY: Monday, September 4, 2023
In observance of the holiday, City offices will
be closed. City offices will re-open on
Tuesday, September 5, 2023.
CITY COUNCIL MEETING: Tuesday, September 5, 2023, 6:30 pm
South Coast Air Quality Management District
21865 Copley Drive
Diamond Bar, CA
PLANNING COMMISSION
MEETING:
Tuesday, September 12, 2023, 6:30 pm
Windmill Community Room
Diamond Bar City Hall
21801 Copley Drive
CITY COUNCIL MEETING:
Tuesday, September 19, 2023, 6:30 pm
South Coast Air Quality Management District
21865 Copley Drive
Diamond Bar, CA
PLANNING COMMISSION
MEETING:
Tuesday, September 26, 2023, 6:30 pm
Windmill Community Room
Diamond Bar City Hall
21810 Copley Drive
Diamond Bar, CA
MINUTES OF THE CITY OF DIAMOND BAR
REGULAR MEETING OF THE PLANNING COMMISSION
MAY 23, 2023
CALL TO ORDER:
Chair Rawlings called the meeting to order at 6:30 p.m. in the City Hall Windmill Community
Room, 21810 Copley Drive, Diamond Bar, CA 91765.
PLEDGE OF ALLEGIANCE: Commissioner Wolfe led the Pledge of Allegiance.
ROLL CALL: Commissioners Barlas, Garg, Wolfe, Vice Chair Torres,
and Chair Rawlings
Staff Present : Greg Gubman, Community Development Director; James
Eggart Assistant City Attorney; Grace Lee, Senior Planner; Stella Marquez, Administrative
Coordinator.
Staff present telephonically: Hal Ghafari, Public Works Manager/Assistant City
Engineer.
2. APPROVAL OF AGENDA: Chair/Rawlings approved the Agenda as
presented.
3. PUBLIC COMMENTS: None Offered.
4. CONSENT CALENDAR:
4.1 Minutes of the March 28, 2023 Regular Planning Commission Meeting.
VC/Torres moved, C/Wolfe seconded, to approve the minutes of March 28,
2023, regular Planning Commission meeting. Motion carried 3-0-2 by the
following Roll Call vote:
AYES: COMMISSIONERS: Wolfe, VC/Torres, Chair/Rawlings
NOES: COMMISSIONERS: None
ABSTAIN: COMMISSIONERS: Barlas, Garg
ABSENT: COMMISSIONERS: None
4.2 Minutes of the May 9, 2023, Regular Planning Commission Meeting.
C/Barlas moved, C/Garg seconded, to approve the Minutes of the May 9,
2023, regular Planning Commission meeting. Motion carried 4-0-1 by the
following Roll Call vote:
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MAY 23, 2023 2 PLANNING COMMISSION
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AYES: COMMISSIONERS: Barlas, Garg, VC/Torres,
Chair/Rawlings
NOES: COMMISSIONERS: None
ABSTAINED: COMMISSIONERS: Wolfe
5. OLD BUSINESS: None
6. NEW BUSINESS:
6.1 Review of Fiscal Year 2023-2024 Capital Improvement Program –
Conformity with the General Plan.
SP/Lee presented the staff report and PWM/Ghafari responded to
Commissioner’s questions and concerns.
C/Wolfe moved, C/Garg seconded, to adopt a Resolution finding the proposed
Fiscal Year 2023-2024 Capital Improvement Program in conformance with the
City’s General Plan. Motion carried 5-0 by the following Roll Call vote:
AYES: COMMISSIONERS: Barlas, Garg, Wolfe, VC/Torres,
Chair/Rawlings
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: None
7. PUBLIC HEARING(S): NONE.
8. PLANNING COMMISSION COMMENTS/INFORMATION ITEMS:
VC/Torres felt a future discussion regarding more parks in the City would be
appropriate.
9. STAFF COMMENTS/INFORMATIONAL ITEMS:
CDD/Gubman announced the June 13 Agenda would include one Public Hearing
item for a new home in The Country on Broken Twig Road.
10. SCHEDULE OF FUTURE EVENTS:
As noted in the agenda.
ADJOURNMENT: With no further business before the Planning Commission,
Chair/Rawlings adjourned the Regular Planning Commission meeting at 6:57 p.m.
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MAY 23, 2023 3 PLANNING COMMISSION
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The foregoing minutes are hereby approved this _______ day of ____________________,
2023.
Attest:
Respectfully Submitted,
_______________________________________
Greg Gubman, Community Development Director
____________________________
William Rawlings, Chairperson
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MINUTES OF THE CITY OF DIAMOND BAR
REGULAR MEETING OF THE PLANNING COMMISSION
JUNE 13, 2023
CALL TO ORDER:
Chair Rawlings called the meeting to order at 6:30 p.m. in the City Hall Windmill Community
Room, 21810 Copley Drive, Diamond Bar, CA 91765.
PLEDGE OF ALLEGIANCE: Commissioner Garg led the Pledge of Allegiance.
ROLL CALL: Commissioners Naila Barlas, Mahendra Garg, Raymond Wolfe, Vice
Chairperson Ruben Torres, and Chairperson William Rawlings
Staff Present : Greg Gubman, Community Development Director; David DeBerry, City
Attorney (telephonically); May Nakajima, Associate Planner; Stella Marquez, Administrative
Coordinator.
2. APPROVAL OF AGENDA: Chair/Rawlings announced that Item 4.1 would be
continued to the July 11, 2023, Planning Commission meeting.
3. PUBLIC COMMENTS: None Offered.
4. CONSENT CALENDAR:
4.1 Minutes of the May 23, 2023, Regular Planning Commission Meeting -
(Continued to regular meeting on July 25, 2023.)
5. OLD BUSINESS: None
6. NEW BUSINESS: None
7. PUBLIC HEARING(S):
7.1 Development Review No. PL2023-06 – Under the authority of Diamond Bar
Municipal Code Section 22.48, the applicants requested Development Review
approval for the demolition of an existing single-family residence to construct
a new 10,574 square-foot single-family residence with a 1,235 square-foot
garage, 918 square feet of porch/patio areas, and a 217 square-foot detached
patio on an 86,249 gross square-foot (1.98 gross acre) lot. The subject
property is zoned Rural Residential (RR) with an underlying General Plan land
use designation of Rural Residential.
PROJECT ADDRESS: 22307 Broken Twig Road
Diamond Bar, CA 91765
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JUNE 13, 2023 2 PLANNING COMMISSION
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PROPERTY OWNER: Jacqueline Hsu
14314 Hillcrest Drive
Chino Hills, CA 91709
APPLICANT: Pete Volbeda
2215 N. 2nd Avenue #B
Upland, CA 91786
AP/Nakajima presented staff’s report and recommended Planning
Commission approval of Development Review No. PL2023-06, based on the
Findings of Fact, and subject to the Conditions of Approval as listed within the
Resolution.
Chair/Rawlings opened the public hearing.
With no one present who wished to speak on this item, Chair/Rawlings closed
the public hearing.
C/Barlas moved, C/Wolfe seconded, to approve Development Review No.
PL2023-06, based on the Findings of Fact and subject to the Conditions of
Approval as listed within the Resolution. Motion carried 5-0 by the following
Roll Call vote:
AYES: COMMISSIONERS: Barlas, Garg, Wolfe, VC/Torres,
Chair/Rawlings
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: None
8. PLANNING COMMISSION COMMENTS/INFORMATION ITEMS:
There were no comments offered.
9. STAFF COMMENTS/INFORMATIONAL ITEMS:
CDD/Gubman reported that due to lack of agenda items for the June 27 th agenda,
tonight’s meeting would be adjourned to July 11, 2023, or possibly July 25th since no
items were currently contemplated for the July 11th meeting. Chair/Rawlings said that
he may not be available for the July 25th meeting but would confirm such prior to that
date.
10. SCHEDULE OF FUTURE EVENTS:
As noted in the agenda and Chair/Rawlings stating he hoped to see everyone at the
July 4th Celebration.
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JUNE 13, 2023 3 PLANNING COMMISSION
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ADJOURNMENT: With no further business before the Planning Commission,
Chair/Rawlings adjourned the Regular Planning Commission meeting at 6:38 p.m. to the
next scheduled meeting to be determined.
The foregoing minutes are hereby approved this _______ day of ____________________,
2023.
Attest:
Respectfully Submitted,
_______________________________________
Greg Gubman, Community Development Director
____________________________
William Rawlings, Chairperson
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PLANNING COMMISSION
AGENDA REPORT
AGENDA ITEM NUMBER: 7.1
MEETING DATE: August 22, 2023
CASE/FILE NUMBER: Conditional Use Permit No. PL2023-32
PROJECT LOCATION:
21349 Cold Spring Lane
Diamond Bar, CA 91765
(APN 8285-020-034)
GENERAL PLAN DESIGNATION: General Commercial
ZONING DISTRICT: Community Commercial (C-2)
PROPERTY OWNER:
ROIC Diamond Hills Plaza, LLC
11250 El Camino Real #200
San Diego, CA 92130
APPLICANT:
Roger Chan for Almond Health, LLC
12965 Beach Boulevard
Stanton, CA 90680
SUMMARY:
The applicant, Roger Chan for Almond Health, LLC, is requesting approval for a
Conditional Use Permit (CUP) to operate a Pilates fitness studio within a 1,322 square-
foot lease space at Diamond Hills Plaza, a 203,167 square-foot multi-tenant shopping
center.
RECOMMENDATION:
Adopt the attached Resolution (Attachment A) approving Conditional Use Permit
No. PL2023-32, based on the findings of Diamond Bar City Code (DBCC)
Section 22.58, subject to conditions.
CITY OF DIAMOND BAR ~ 21810 COPLEY DRIVE ~ DIAMOND BAR, CA 91765 ~ TEL. (909) 839-7030 ~ FAX (909) 861-3117
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Conditional Use Permit No. PL2023-32 Page 2 of 9
BACKGROUND:
Diamond Hills Plaza is a 203,167 square-foot shopping center located on the west side
of Diamond Bar Boulevard, between Fountain Springs Road and Cold Spring Lane.
The shopping center is anchored by the Super H -Mart grocery store and includes
tenants such as retail, restaurants, personal services, professional and medical offices,
banks, a children’s daycare, gym, studios and non-degree schools. “Club Pilates” is
proposing to occupy a 1,322 square-foot vacant space located near the southern corner
of the shopping center, formerly occupied by Pine Education Tutoring Center. Diamond
Hills Plaza provides 932 on-site parking spaces.
Site and Surrounding General Plan, Zoning and Land Uses
The following table describes the surrounding land uses located adjacent to the subject
property:
General Plan Designation Zoning
District Land Use
Site General Commercial C-2 Shopping Center
North Low Medium Residential RLM Single-Family Residential
South Medium High Residential RMH Multi-Family Residential
East Low Medium Residential &
Office
RLM &
OP
Single-Family Residential; Office Building
Consisting of Professional and Medical
Offices, and Personal Services
West Low Medium Residential RLM Single-Family Residential
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Conditional Use Permit No. PL2023-32 Page 3 of 9
Site (Plan View) Aerial
Storefront of Proposed Tenant Lease Space
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Conditional Use Permit No. PL2023-32 Page 4 of 9
Project Description
Club Pilates is an operator of Pilates fitness studios with locations throughout the United
States. Pilates is a system of low-impact exercises that focuses on the body’s core,
abdomen, back, thighs, glutes and pelvic floor through the use of special equipment
including the reformer, ExoChair, barrel, Cadillac, and spine corrector. Th e proposed
facility would include the following spaces:
• Reception area with Pilates related apparel and merchandise available for sale
• Exercise area with 12 reformers and ExoChairs to accommodate up to 12 members
per class
• Restroom
Proposed Floor Plan
Club Pilates operates a membership model for both group classes and 1:1 training.
Each class is taught by a certified Pilates instructor that focuses on a small number of
members (maximum of 12). A maximum of two employees (at one time) will be on site
during hours of operation. The 1:1 training option will not be available at this specific
facility. The applicant is proposing to be open seven days a week: Monday through
Friday from 6 a.m. to 8 p.m., and 7 a.m. to 1 p.m. on Saturdays and Sundays.
The following table describes the proposed class schedule, which are subject to change
based on scheduling, class types and demand. Class duration is 50 minutes a nd must
be scheduled in advance by the member.
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Conditional Use Permit No. PL2023-32 Page 5 of 9
Proposed Class Schedule
ANALYSIS:
Review Authority (DBCC Section 22.58)
A CUP is required for uses where the effect on the surrounding area cannot be
determined before being analyzed for suitability at a particular location.
When reviewing a CUP, consideration is given to the location, design, configuration,
operational characteristics and potential impacts to determine whether or not the
proposed use will pose a detriment to the public health, safety and welfare. If it can be
found that the proposed use is likely to be compatible with its surroundings, the
Commission may approve the proposed use subject to conditions stipulating the
manner in which the use must be conducted. If the Commission f inds that the proposed
use is likely to be detrimental to the general peace, health and general welfare, then it
must deny the request.
When a CUP is approved, it runs with the land and all conditions placed on the CUP are
binding on all successors in interest. In other words, if the owner were to close the
business, a new tenant could locate in the space and operate the same type of
business. The new tenant would be required to comply with the same conditions as the
previous tenant and would not be permitted to expand the business without full review
and approval by the Planning Commission.
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Conditional Use Permit No. PL2023-32 Page 6 of 9
Required Parking
Shopping centers over 50,000 square feet in size are required to provide one parking
space for every 300 square feet of gross floor area. The AAA building, the three-story
professional office building (2705 S. Diamond Bar Blvd.) facing Fountain Springs Road,
and the child daycare center facing Cold Spring Lane are located on separately owned
parcels and are not part of Diamond Hills Plaza. However, all parcels fall under a single
shared parking agreement. The parking requirements for businesses approved under a
CUP (e.g., fitness centers, schools, tutoring, etc.,) are calculated separately. The table
on the next page provides a summary of the parking requirements for the shopping
center.
Diamond Hills Plaza provides 932 off-street parking spaces. The parking required for
the current mix of uses within the center, minus the proposed Pilates fitness studio is
843 spaces. The parking requirement for the proposed Pilates fitness studio is 15
spaces. The total off-street parking requirement for the shopping center would thus be
858 spaces, leaving a surplus of 74 spaces based on Development Code requirements.
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Conditional Use Permit No. PL2023-32 Page 7 of 9
Development Code Parking Requirements
Parking Demand
When reviewing parking impacts on shopping centers, the various uses and peak
business hours for those uses are taken into consideration. The existing shopping
center has uses ranging from restaurants, professional and medical offices, per sonal
services, retail, and specialized education and training uses. The different uses result in
a range of peak business hours and parking demands. To assess whether or not the
proposed use would negatively affect parking availability throughout the da y, a parking
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Conditional Use Permit No. PL2023-32 Page 8 of 9
demand analysis was prepared by traffic engineers Linscott, Law & Greenspan (LLG)
and is included as Attachment C. The study concluded that the peak hours and parking
needs do not conflict with existing uses.
Based on the parking demand analysis conducted for the proposed Pilates fitness
studio, the existing parking supply would accommodate the parking demand of existing
uses and the proposed use. The weekday scenario would result in a peak demand of
902 spaces at 5:00 p.m., whereas the weekend scenario would result in a peak demand
of 808 spaces at 12:00 p.m. When compared to the existing on -site parking supply of
932 spaces, the weekday scenario would result in a surplus of 30 parking spaces and
weekend scenario would result in a surplus of 124 parking spaces.
Moreover, the parking study analyzed the different zones within the parking lot. Parking
Zones A and C, located adjacent to the proposed Pilates fitness studio, are in close
proximity to the H-Mart grocery store and may impact parking in this area (Figure 3 of
the parking study). Therefore, a zonal assessment was conducted for the parking field
in front of Club Pilates to assess the potential displacement of parking and identify its
effect on the surrounding parking. These two parking zones have a total combined
supply of 116 spaces. Out of the seven days, Friday was found to have the highest
peak parking demand at 5:00 p.m. with 113 vehicles observed. This results in a
minimum functional surplus of three spaces within Zones A and C. T herefore, the
proposed Pilates fitness studio is not anticipated to cause any parking impacts to the
existing parking facilities at Diamond Hills Plaza.
However, once the Pilates fitness studio is in operation, and should traffic and/or
parking issues arise, the Community Development Director, after providing the applicant
a reasonable opportunity to mitigate the impact(s) to an acceptable level, may refer the
matter back to the Planning Commission to consider amending or revoking the
Conditional Use Permit to address such impacts (Condition of Approval #4).
Compatibility with Neighborhood
The Diamond Hills Plaza shopping center is surrounded by residential uses to the north,
south, east and west. The shopping center has numerous different uses, including
service and retail uses, restaurants, medical and professional offices, banks, and
studios and non-degree schools.
Given the proposed hours of operation, the availability of parking, and the diversity of
uses, the proposed Pilates fitness studio is expected to be a compatible use at this
location. The proposed use is consistent with the current zoning designation of
Community Commercial.
Noise: Club Pilates plays background music during its classes. Although music is
generally played at low volumes during classes, the applicant proposes to install a 1-
hour fire treated wall which consists of metal studs with 5/8 -inch-thick Type X drywall on
the demising wall to mitigate noise impacts to the adjacent tenant. Therefore, noise
generated by the proposed Pilates fitness studio would likely be negligible, and not be a
nuisance to the adjacent businesses or immediate surroundings.
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Conditional Use Permit No. PL2023-32 Page 9 of 9
Additional Review
The Building and Safety Division reviewed this project, and provided conditions of
approval for inclusion in the attached resolution.
NOTICE OF PUBLIC HEARING:
On August 11, 2023, public hearing notices were mailed to property owners within a
700-foot radius of the project site. On August 11, 2023, the notice was published in the
San Gabriel Valley Tribune newspaper; the project site was posted with a notice display
board; and a copy of the public notice was posted at the City’s designated community
posting sites.
Public Comments Received
No comments have been received as of the publication date of this report.
ENVIRONMENTAL ASSESSMENT:
This project has been reviewed for compliance with the California Environmental Quality
Act (CEQA). Based on that assessment, the City has determined the project to be
Categorically Exempt from the provisions of CEQA pursuant to t he provisions of
Article 19 Section 15301(a) (Interior alterations involving partitions and electrical
conveyances) of the CEQA Guidelines. No further environmental review is required.
PREPARED BY:
REVIEWED BY:
Attachments:
A. Draft Resolution No. 2023-XX, Standard Conditions of Approval
B. Site Plan and Floor Plans
C. Parking Demand Analysis Dated June 22, 2023
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PLANNING COMMISSION
RESOLUTION NO. 2023-XX
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND
BAR, CALIFORNIA, APPROVING A CONDITIONAL USE PERMIT NO. PL2023-32
TO OPERATE A PILATES FITNESS STUDIO WITHIN A 1,322 SQUARE-FOOT
TENANT SPACE LOCATED AT 21349 COLD SPRING LANE, DIAMOND BAR, CA
(APN 8285-020-034).
A. RECITALS
1. Property owner, ROIC Diamond Hills Plaza, LLC, and applicant, Roger Chan for
Almond Health, LLC, have filed an application for Conditional Use Permit
No. PL2023-32 to operate a Pilates fitness studio for Club Pilates in a 1,322
square-foot tenant space within an existing shopping center. The project site is
more specifically described as 21349 Cold Spring Lane, Diamond Bar, Los
Angeles County, California. Hereinafter in this resolution, the subject Conditional
Use Permit shall collectively be referred to as the “Project” or “Proposed Use.”
2. The subject property is comprised of a 0.69 gross acre parcel. It is located in the
Community Commercial (C-2) zone with a General Plan land use designation of
General Commercial.
3. The legal description of the subject property is Lot 3 of Parcel Map No. 247-28-
31 and the Assessor’s Parcel Number is 8285-020-034.
4. On August 11, 2023, notification of the public hearing for this project was
published in the San Gabriel Valley Tribune newspaper. On August 11, 2023,
public hearing notices were mailed to property owners within a 700-foot radius of
the Project site and posted at the City’s designated community posting sites.
5. On August 22, 2023, the Planning Commission of the City of Diamond Bar
conducted a duly noticed public hearing, solicited testimony from all interested
individuals, and concluded said hearing on that date.
B. RESOLUTION
NOW, THEREFORE, it is found, determined and resolved by the Planning Commission
of the City of Diamond Bar as follows:
1. The Planning Commission hereby specifically finds that all of the facts set forth
in the Recitals, Part A, of this Resolution are true and correct.
2. The Planning Commission hereby determines the Project to be Categorically
Exempt from the provisions of the California Environmental Quality Act (CEQA)
pursuant to the provisions of Article 19, Section 15301(a) (Interior alterations
involving partitions and electrical conveyances) of the CEQA Guidelines.
Therefore, no further environmental review is required.
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2
PC Reso No. 2023-XX
C. FINDINGS OF FACT
Based on the findings and conclusions set forth herein and as prescribed under
Diamond Bar City Code (DBCC) Section 22.58, the Planning Commission hereby finds
and approves as follows:
Conditional Use Permit Review Findings (DBCC Section 22.58)
1. The Proposed Use is allowed within the subject zoning district with the approval
of a conditional use permit and complies with all other applicable provisions of
this Development Code and the Municipal Code.
Pursuant to DBCC Section 22.10.030 Table 2-6, health and fitness facilities, as
defined by DBCC Section 22.80.020, are permitted in the C-2 zoning district with
approval of a conditional use permit. The proposed fitness studio will be located
in a tenant space within Diamond Hills Plaza, an existing shopping center.
Through compliance with the conditions of approval stipulating the manner in
which the use must be conducted, the proposed fitness studio will be compatible
with neighboring uses in the commercial center and surrounding neighborhood.
2. The Proposed Use is consistent with the general plan and any applicable specific
plan.
The Proposed Use is consistent with General Plan Goal LU-G-11: (“Support
existing commercial centers by encouraging ongoing investment and, where
appropriate, reuse and redevelopment”) in that the Proposed Use will occupy an
existing tenant space.
The Proposed Use is consistent with General Plan Goal ED -G-3: (“Support the
retention, rehabilitation, and/or expansion of existing businesses, and the
attraction of new businesses”) in that the Proposed Use is a new business
locating within an existing shopping center.
The Project site is not subject to the provisions of any specific plan.
3. The design, location, size and operating characteristics of the Proposed Use are
compatible with the existing and future land uses in the vicinity.
The Proposed Use will be located within an existing tenant space within a
203,167 square-foot, multi-tenant commercial shopping center occupied by
various retail, restaurants, office, and service uses. The Proposed Use complies
with the City’s Development Code parking requirements, and the parking demand
generated by the Proposed Use is not likely to exceed the number of on -premise
parking spaces available to serve the Proposed Use at any given time. The
Proposed Use will operate from Monday through Friday from 6 a.m. to 8 p.m.,
and 7 a.m. to 1 p.m. on Saturdays and Sundays.
Although music is generally played at low volumes during classes, the applicant
proposes to install a 1-hour fire treated wall which consists of metal studs with
5/8-inch-thick Type X drywall on the demising wall to mitigate noise impacts to
7.1.a
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3
PC Reso No. 2023-XX
the adjacent tenant. Therefore, noise generated by the Proposed Use would
likely be negligible, and not be a nuisance to the adjacent businesses or
immediate surroundings.
Through compliance with the conditions of approval stipulating the manner in
which the use must be conducted, the Proposed Use will be compatible with the
other uses within the commercial building and surrounding neighborhood.
4. The subject site is physically suitable for the type and density/intensity of use
being proposed, including access, provision of utilities, compatibility with
adjoining land uses, and the absence of physical constraints.
The Proposed Use is physically suitable within the subject site because it will be
located in an existing vacant tenant space within an existing commercial building,
and no additional square footage is being proposed. In addition, the Proposed
Use will be using existing access and parking. Diamond Hills Plaza provides 932
on-site parking spaces shared by all tenants and patrons of the shopping center
based on an existing reciprocal parking agreement. The parking required for the
current mix of uses within the center, minus the Proposed Use, is 843 spaces.
The parking requirement for the Proposed Use is 15 spaces. The total off-street
parking requirement for the shopping center would thus be 858 spaces, leaving
a surplus of 74 spaces based on Development Code requirements. Therefore,
the existing parking supply would accommodate existing uses and the Proposed
Use.
Based on the parking demand analysis conducted for the Proposed Use, the
existing parking supply would accommodate the parking demand of existing uses
and the Proposed Use. A worst-case scenario would result in a peak demand of
902 parking spaces on a weekday at 5:00 p.m., whereas the weekend scenario
would result in a peak demand of 808 spaces at 12:00 p.m. When compared to
the existing on-site parking supply of 932 spaces, the weekday scenario would
result in a surplus of 30 parking spaces, and weekend scenario would result in a
surplus of 124 parking spaces.
Moreover, the parking study analyzed the different zones within the parking lot.
Parking Zones A and C, located adjacent to the Proposed Use, are in close
proximity to the H-Mart grocery store and may impact parking in this area (Figure
3 of the parking study). Therefore, a zonal assessment was conducted for the
parking field in front of the Proposed Use to assess the potential displacement of
parking and identify its effect on the surrounding parking. These two parking
zones have a total combined supply of 116 spaces. Out of the seven days, Friday
was found to have the highest peak parking demand at 5:00 p.m. with 11 3
vehicles observed. This results in a minimum functional surplus of three spaces
within Zones A and C.
Given the proposed hours of operation, the overall parking demands, and the
types of adjoining uses, it is reasonable to conclude that the Proposed Use will
be compatible with the other uses in the commercial center and neighborhood.
7.1.a
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PC Reso No. 2023-XX
The Proposed Use is physically suitable at the subject site because it is operating
within an existing commercial shopping center and will be using existing access
and parking in the center.
5. Granting the conditional use permit will not be detrimental to the public interest,
health, safety, convenience, or welfare, or injurious to persons, property, or
improvements in the vicinity and zoning district in which the property is located.
Prior to the issuance of any City permits, the Project is required to comply with
all conditions of approval within this Resolution, and all applicable provisions of
the latest edition of the California Building Code and local amendments thereto.
6. The proposed Project has been reviewed in compliance with the provisions of the
California Environmental Quality Act (CEQA).
The proposed use is categorically exempt from the provisions of the California
Environmental Quality Act (CEQA) as set forth under Article 19 Section 15301(a)
(Interior alterations involving partitions and electrical conveyances) of the CEQA
Guidelines.
D. CONDITIONS OF APPROVAL
Based upon the findings and conclusion set forth above, the Planning Commission
hereby approves Conditional Use Permit No. PL2023-32, subject to the following
conditions:
1. This approval is for the operation of a Pilates fitness studio in a 1,322 square-foot
tenant space located an existing shopping center as described in the application
on file with the Planning Division, the Planning Commission staff report for
Conditional Use Permit No. PL2023-32 dated August 22, 2023, and the Planning
Commission minutes pertaining thereto, hereafter referred to as the “Use.”
2. The Use shall substantially conform to the approved plans as submitted and
approved by the Planning Commission and on file with the Community
Development Department.
3. This Conditional Use Permit shall be valid only for 21349 Cold Spring Lane, as
depicted on the approved plans on file with the Planning Division . Prior to
relocating or expanding the Use into other tenant spaces, the applicant shall first
apply for and receive approval of an amended Conditional Use Permit.
4. If, at any time, the City finds that the Use is the cause of a parking deficiency,
noise nuisance, or other land use impact, within or beyond the subject property
boundaries, the Community Development Director, after providing the entitlement
holder a reasonable opportunity to mitigate the impact(s) to an acceptable level,
may refer the matter back to the Planning Commission to consider amending or
revoking this Conditional Use Permit to address such impacts.
7.1.a
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PC Reso No. 2023-XX
5. No changes to the approved scope of services comprising the Use shall be
permitted unless the applicant first applies for an amendment to this Conditional
Use Permit, pays all application processing fees and receives approval from the
Planning Commission, except that the Community Development Director may
administratively approve minor modifications to the use if it is determined.
The Planning Commission shall:
(a) Certify to the adoption of this Resolution; and
(b) Forthwith transmit a certified copy of this Resolution, by certified mail to
the property owner, ROIC Diamond Hills Plaza, LLC, 11250 El Camino
Real, Suite 200, San Diego, CA 92130 ; and applicant, Roger Chan for
Almond Health, LLC, 12965 Beach Boulevard, Stanton, CA 90680.
APPROVED AND ADOPTED THIS 22ND DAY OF AUGUST, 2023, BY THE PLANNING
COMMISSION OF THE CITY OF DIAMOND BAR.
By: ______________________________________
William Rawlings, Chairperson
I, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing
Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning
Commission held on the 22nd day of August, 2023, by the following vote:
AYES: Commissioners:
NOES: Commissioners:
ABSENT: Commissioners:
ABSTAIN: Commissioners:
ATTEST: ___________________________
Greg Gubman, Secretary
7.1.a
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PC Reso No. 2023-XX
COMMUNITY DEVELOPMENT
DEPARTMENT
STANDARD CONDITIONS
USE PERMITS, COMMERCIAL AND RESIDENTIAL
NEW AND REMODELED STRUCTURES
PROJECT #: Conditional Use Permit No. PL2023-32
SUBJECT: To operate a Pilates fitness studio at a 1,322 square-foot vacant
space within an existing multi-tenant commercial building
PROPERTY ROIC Diamond Hills Plaza, LLC,
OWNER(S): 11250 El Camino Real, Suite 200
San Diego, CA 92130
APPLICANT: Roger Chan for Almond Health, LLC
12965 Beach Boulevard
Stanton, CA 90680
LOCATION: 21349 Cold Spring Lane
Diamond Bar, CA 91765
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR
COMPLIANCE WITH THE FOLLOWING CONDITIONS:
A. GENERAL REQUIREMENTS
1. The applicant shall defend, indemnify, and hold harmless the City, and its officers,
agents and employees, from any claim, action, or proceeding to attack, set-aside,
void, or annul the approval of Conditional Use Permit No. PL2023-32 brought
within the time period provided by Government Code Section 66499.37. In the
event the city and/or its officers, agents and employees are made a party of any
such action:
(a) Applicant shall provide a defense to the City defendants or at the City's
option reimburse the City its costs of defense, including reasonable
attorney fees, incurred in defense of such claims.
7.1.a
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PC Reso No. 2023-XX
(b) Applicant shall promptly pay any final judgment rendered against the City
defendants. The City shall promptly notify the applicant of any claim,
action of proceeding, and shall cooperate fully in the defense thereof.
2. This approval shall not be effective for any purpose until:
(a) The applicant and property owner have each filed with the Community
Development Department an affidavit stating that they are aware of and
agree to accept all of the conditions of approval contained herein; and
(b) All remaining application processing fees have been paid in full.
3. The business owners and all designers, architects, engineers, and contractors
associated with this project shall obtain a Diamond Bar Business License for
those businesses located in Diamond Bar.
4. The project site shall be maintained and operated in full compliance with the
conditions of approval and all laws, or other applicable regulations.
5. Approval of this request shall not waive compliance with all sections of the
Development Code, all other applicable City Ordinances, and any applicable
Specific Plan in effect at the time of building permit issuance.
6. To ensure compliance with all conditions of approval and applicable codes, the
Conditional Use Permit shall be subject to periodic review. If non -compliance
with conditions of approval occurs, the Planning Commission may review the
Conditional Use Permit. The Commission may revoke or modify the Conditional
Use Permit.
7. Property owner/applicant shall remove the public hearing notice board within
three (3) days of this project's approval.
8. The applicant shall comply with the requirements of City Planning, Building and
Safety Divisions, Public Works Department, and the Fire Department.
B. FEES/DEPOSITS
1. Applicant shall pay development fees (including but not limited to Planning,
Building and Safety Divisions, and Public Works Department) at the established
rates, prior to issuance of building permits, as required by the City. School fees
as required shall be paid prior to the issuance of building permit. In addition, the
applicant shall pay all remaining prorated City project review and processing fees
prior to issuance of grading or building permit, whichever comes first.
2. Prior to any plan check, all deposit accounts for the processing of this project
shall have no deficits.
7.1.a
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PC Reso No. 2023-XX
C. TIME LIMITS
1. The approval of Conditional Use Permit No. PL2023-32 shall expire within one
(1) year from the date of approval if the use has not been exercised as defined
pursuant to DBCC Section 22.66.050 (b)(1). The applicant may request in writing
a one-year time extension subject to DBCC Section 22.60.050(c) for Planning
Commission review and approval.
APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020,
FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
General Conditions:
1. Plans and construction shall conform to current State and Local Building Code
(i.e., 2022 California Building Code series will apply) requirements and all other
applicable construction codes, ordinances and regulations in effect at the time of permit
issuance.
2. Implementation of the CALGreen Code shall be reflected on the plans, and certification
shall be provided by a third party as required by the Building Division. Specific water,
waste, low VOC, and related conservation measures shall be shown on plans.
Construction shall conform to the current CALGreen Code.
Plan Check – Items to be addressed prior to plan approval:
3. The following statement shall be included on the plans: “Separate permits shall be
required for all building- and ground-mounted signs.”
4. The number of plumbing fixtures shall be in compliance with CPC T-422.
5. The design of all features shall meet the latest ADA requirements in CBC 11B.
Permit – Items required prior to building permit issuance:
6. Solid waste management of construction material shall incorporate re cycling material
collection per Diamond Bar City Code 8.16 of Title 8. The contractor shall complete all
required forms and pay applicable deposits prior to permit.
7. All workers on the job shall be covered by workers’ compensation insurance under a
licensed general contractor. Any changes to the contractor shall be updated on the
building permit.
Construction – Conditions required during construction:
8. Every permit issued by the Building Official under the provisions of this Code shall
expire and become null and void unless the work authorized by such permit is
commenced within six (6) months after permit issuance, and if a successful inspection
has not been obtained from the building official within one-hundred-eighty (180) days
7.1.a
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PC Reso No. 2023-XX
from the date of permit issuance or the last successful inspection. A successful
inspection shall mean a documented passed inspection by the city building inspector as
outlined in Section 110.6.
9. All structures and property shall be maintained in a safe and clean manner during
construction. The property shall be free of debris, trash, and weeds.
10. The applicant shall first request and secure approval from the City for any changes or
deviations from approved plans prior to proceeding with any work in accordance with
such changes or deviations.
11. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall
be visible for inspection.
END
7.1.a
Packet Pg. 29
BUILDING KEY PLAN SCALE: NTS VICINITY MAP
BUILDING OFFICIAL JURISDICTION:
ZONING DEPARTMENT: CITY OF DIAMOND BAR
BUILDING DEPARTMENT: CITY OF DIAMOND BAR
APPLICABLE BUILDING CODES:
THIS TENANT IMPROVEMENT PROJECT HAS BEEN DESIGNED AND MUST BE
CONSTRUCTED IN STRICT ACCORDANCE WITH
2022 CALIFORNIA BUILDING CODE
2022 PLUMBING CODE
2022 ENERGY CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA FIRE CODE
REFER TO CITY OF DIAMOND BAR CITY CODE, UPDATED VERSION DATED
FEB.13 2023
EXISTING BUILDING FIRE PROTECTION:
NON SPRINKLERED
ACCESSIBILITY:
ADA ACCESSIBILITY: ENTIRE FACILITY
EXISTING BUILDING:
CONSTRUCTION TYPE: VB UNPROTECTED; NON-COMBUSTIBLE
TENANT CODE SUMMARY:
USE GROUP: "B" BUSINESS IN ACCORDANCE WITH SECTION 303.1 SMALL
BUSINESS AND TENANT SPACES.
AREA: 1,297 S.F.
OCCUPANT LOAD:
MEMBERSHIP SALES: 191 S.F. @ 100 GROSS/OCCUPANT = 2 OCCUPANTS
WORKOUT AREA: 736 S.F. @ 50 GROSS/OCCUPANT = 16 OCCUPANTS
RESTROOM 90 S.F. @ 100 GROSS/OCCUPANT= 1 OCCUPANT
TOTAL OCCUPANTS: 19 OCCUPANTS
MEANS OF EGRESS:
NUMBER OF EXITS PROVIDED: (1)
MAXIMUM ALLOWABLE TRAVEL DISTANCE: 100'-0"
ACTUAL MAXIMUM TRAVEL DISTANCE TO AN EXIT: 63'-2"
PLUMBING FIXTURE REQUIREMENTS
TOTAL OCCUPANTS = 19
NO. OF WATER CLOSETS REQUIRED FOR MEN: 1 PER PER 50
NO. OF WATER CLOSETS REQUIRED FOR WOMEN: 1 PER 15
19 OCCUPANTS/25 = 1 WATER CLOSET
NO. OF WATER CLOSETS PROVIDED : 1
NO. OF URINALS REQUIRED FOR MEN: 1 PER 100
NO. OF URINALS PROVIDED: 1
NO. OF LAVATORIES REQUIRED FOR MEN: 1 PER 75
NO. OF LAVATORIES REQUIRED FOR WOMAN: 1 PER 50
NO. OF LAVATORIES PROVIDED: 1
NO. OF DRINKING FOUNTAINS REQUIRED: 1 PER 150
NO. OF DRINKING FOUNTAINS PROVIDED: 1
BUILDING CODE SUMMARY
DIAMOND HILLS PLAZA
21349, COLD SPRING LANE
DIAMOND BAR, CALIFORNIA 91765
TENANT IMPROVEMENT
SITE
ARCHITECT OF RECORD:
HEIFETZ ARCHITECTS
DANIEL HEIFETZ
22701 WEST MARTHA ST
WOODLAND HILLS, CA 91367
OFFICE: 818-914-5891
CELL: 213-709-4055
EFAX: 818-301-2026
daniel@heifarch.com
DESIGNER OF RECORD:
DARRELL SEARS
9392 MONTGOMERY RD
CINCINNATI, OH 45242
PHONE: 513-745-7900
darrell@psaarchitect.com
CONTACT LIST:
FIRE SPRINKLERS/ALARMS TO BE
DEFERRED SUBMITTAL.
NOTE: PER SECTION 107.3.4.1: "SUBMITTAL
DOCUMENTS FOR DEFERRED SUBMITTAL
ITEMS SHALL BE SUBMITTED TO THE
REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE, WHO SHALL
REVIEW THEM AND FORWARD THEM TO THE
BUILDING OFFICIAL WITH A NOTATION
INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN
REVIEWED AND THAT THEY HAVE BEEN
FOUND TO BE IN GENERAL CONFORMANCE
WITH THE DESIGN OF THE BUILDING. THE
DEFERRED SUBMITTAL ITEMS SHALL NOT
BE INSTALLED UNTIL THEIR DESIGN AND
SUBMITTAL DOCUMENTS HAVE BEEN
APPROVED BY THE BUILDING OFFICIAL."
DEFERRED SUBMITTALS:
THE ACCESSIBLE ROUTES OF TRAVEL SHALL BE THE MOST PRACTICAL
DIRECT ROUTE BETWEEN ACCESSIBLE POINTS.
I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS
PROJECT. I HAVE INSPECTED THE PREMISES AND DETERMINED THAT
THE NEW RESTROOM(S) AND/OR AREA OF ALTERATION WILL BE FULLY
ACCESSIBLE ACCORDING TO CURRENT CODE REQUIREMENTS.
SIGNATURE
PRINT NAME
DATE
I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS
PROJECT. I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED
THAT EXISTING CONDITIONS SHALL BE MODIFIED IN FULL COMPLIANCE
WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT
REQUIRED BY LAW.
SIGNATURE
PRINT NAME
DATE
IF THE BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH
ANY CURRENT ACCESSIBILITY PROVISIONS OF THE LAW, HE/SHE
SHALL REQUIRE SUBMITTAL OF COMPLETE AND DETAILED PLANS TO
BUILDING AND SAFETY DIVISION OF THE DEVELOPMENT SERVICES
DEPARTMENT FOR FURTHER REVIEW. PLANS MUST CLEARLY SHOW
ALL EXISTING NON-COMPLYING CONDITIONS AFFECTED BY THE
REMODEL (INCLUDING SITE PLAN, FLOOR PLAN, DETAILS, ETC.) AND
PROPOSED MODIFICATIONS OF DEFICIENCIES TO MEET CURRENTS
ACCESSIBILITY PROVISIONS. THE PLANS MUST BE SIGNED AND DATED
BY THE FIELD INSPECTOR PRIOR SUBMITTAL FOR PLAN REVIEW.
IF THE BUILDING INSPECTOR DETERMINES THAT FULL COMPLIANCE
WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS IS NOT
PROVIDED, HE/SHE SHALL REQUIRE SUBMITTAL OF A DETAILED SITE
PLAN FOR ADDITIONAL PLAN REVIEW AND COMMENTS.
TITLE 24 ADA COMPLIANCE
PERMIT #
N
SCALE: NTS
LOCATION OF WORK
INDEX TO DRAWINGS
SHEET DRAWING TITLE
COV COVER SHEET
A-0.1 RESPONSIBILITY MATRIX, GENERAL NOTES, GENERAL
REQUIREMENTS, EGRESS PLAN
A-0.2 ADA STANDARDS AND ACCESSIBLE DESIGN PLAN
A-0.3 PARKING PLAN
A-1.0 FLOOR PLAN, EQUIPMENT PLAN, NOTES, AND DETAILS
A-1.1 REFLECTED CEILING PLAN, FINISH FLOOR PLAN
A-1.2 DOOR SCHEDULE, NOTES AND DETASILS
A-2.0 INTERIOR ELEVATIONS
A-2.1 SEISMEC CEILING AND DUCT MOUNTING DETAILS
P-1.0 PLUMBING SANITARY PLAN, PLUMBING SUPPLY PLAN, ISOMETRICS,
NOTES, AND DETAILS
M-1.0 HVAC PLAN, DETAILS, NOTES AND SCHEDULES
M-2.0 HVAC SPECIFICATIONS
E-1.0 ELECTRICAL POWER PLAN, DIAGRAM, LEGEND, NOTES AND
SCHEDULE
SP-1.0 ARCHITECTURAL SPECIFICATIONS
SP-1.1 ARCHITECTURAL SPECIFICATIONS
SP-1.2 ARCHITECTURAL SPECIFICATIONS
SP-1.3 ARCHITECTURAL SPECIFICATIONS
SP-1.4 ARCHITECTURAL SPECIFICATIONS
SP-1.5 ARCHITECTURAL SPECIFICATIONS
N
VENDOR CONTACTS
REQUIRED VENDORS
ITEM VENDOR HOW TO ORDER CONTACT EMAIL PHONE
LIABILITY INSURANCE EPIC ORDER FROM VENDOR KRISTEN ODDI
kristen.oddi@epicbrokers.com (678) 324-3325
SIGNAGE
PRIORITY SIGNS ORDER FROM VENDOR TASHA BENZSCHAWEL
tasha@prioritysign.com (920) 694-1011
STRATUS ORDER FROM VENDOR LAUREN VERI xponentialfitness@stratusunlimited.com (440) 223-5290
LVT FLOORING SPORT PRO
SURFACING ORDER FROM VENDOR BRIAN DAVIS
brian@spsurfacing.org (310) 483-3179
WATER MACHINE FLOWATER ORDER FROM VENDOR SERVICE SUPPORT
support@drinkflowater.com (877) 772-7775
EQUIPMENT
PURCHASING
CLUB PILATES
CORPORATE ORDER FROM VENDOR KATIE WATTE
equipment@clubpilates.com (949) 245-1858
EQUIPMENT
INSTALLATION MASS MOVEMENT ORDER FROM VENDOR
equipment@clubpilates.com
STUDIO POS SYSTEM
AND HARDWARE CLUBREADY ORDER FROM VENDOR CLUB PILATES SUPPORT
support@clubready.com (844) 899-8765
PREFERRED VENDORS
ITEM VENDOR HOW TO ORDER CONTACT EMAIL PHONE
FRANCHISE FUNDING
MGR.
XPONENTIAL
FITNESS ORDER FROM VENDOR ARIAN MENDOZA
ariana@xponential.com (949)-386-1707
FINANCING -
EQUIPMENT LEASE
AMERIFUND ORDER FROM VENDOR DEBBIE NEUMANN
debbie@amerifund.cc (480) 424-3495
NATIVAS ORDER FROM VENDOR JONATHAN SPERANZA
jsperanza@jgfcs.com 561-339-4600
SBA -FINANCING SPIRIT OF TEXAS
BANK ORDER FROM VENDOR TIP SPATA
tspata@sotb.com (281) 252-8060
BATHROOM
ACCESSORIES CINTAS ORDER FROM VENDOR
ANDY ROSCHMANN
ANDREA MIDOLO
roschmanna@cistas.com
midoloa@cintas.com
(949) 394-7749
(281) 465-2508
VOIP PHONES 8X8 ORDER FROM VENDOR ERIC JOHNSON
eric.johnson@8x8.com (408) 598-3742
AED DEVICE + CPR
TRAINING ONE BEAT CPR ORDER FROM VENDOR ANA ROSENDE
ana@onebeatcpr.com (954) 321-5305 ext. 123
E-1.1 ELECTRICAL LIGHTING PLAN, DETAILS AND LEGENDS
SEPARATE PERMIT SHALL BE REQUIRED
FOR ALL WALL AND MONUMENT SIGNS.
SEPARATE PERMITS ARE REQUIRED FOR
LIGHT POLES.
SEPARATE PERMITS:
D-1.0 DEMOLITION FLOOR PLAN, DEMOLITION CEILING PLAN, LEGEND, AND
NOTES
COV
COVER SHEET
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 30
DEMO CEILING PLAN
DEMO FLOOR PLAN
GENERAL DEMOLITION NOTES:
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
DRAWING NOTES LEGEND
SLAB DEMOLITION PLAN
D-1.0
DEMOLITION PLAN,
DEMOLITION CEILING
PLAN, LEGEND, AND
NOTES
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 31
GENERAL REQUIREMENTSGENERAL NOTESRESPONSIBILITY MATRIX
DESCRIPTION
LANDLORD FRANCHISEE G.C.EXISTING TO REMAINNOT APPLICABLEREMARKS
FURNISHINSTALLFURNISHINSTALLFURNISHINSTALLGENERAL REQUIREMENTS (DIVISION 1)
1. PERMITS, FEES, AND INSURANCE ●PERMITS & FEES PAID BY G.C.
2. CERTIFICATE OF OCCUPANCY ●
3. TRASH REMOVAL ●RECYCLE/NO LANDFILL
4. DUMPSTER ● ●COORDINATE WITH ON-SITE OPERATION MANAGER
5. FINAL CLEANING ● ●
EXISTING CONDITION (DIVISION 2)
1. DEMOLITION ●
2. UTILITY SERVICE ●
3. TRASH ENCLOSURE ●
NOT USED - CONCRETE (DIVISION 3)
NOT USED - MASONRY (DIVISION 4)
METALS (DIVISION 5)
1. STEEL FRAMING
A. METAL STUDS, TRACK, AND FASTENERS ● ●
2. MISCELLANEOUS ● ●
WOOD & PLASTICS (DIVISION 6)
1. WOOD FRAMING - STUDS, BLOCKING (TRX)● ●
2. WOOD CARPENTRY - CASEWORK, MILLWORK ● ●
3. MISC: WALL MOUNTED/MILLWORK EQUIPMENT ● ●
FRANCHISEE/TENANT PROVIDES MILLWORK EQUIPMENT FOR G.C. TO INSTALL
NOT USED - THERMAL AND MOISTURE (DIVISION 7)
OPENINGS (DIVISION 8)
1. INTERIOR DOORS & FRAMES ● ●
2. HOLLOW METAL FRAMES ● ●
3. DOOR HARDWARE ● ●
4. ENTRANCES AND STOREFRONT ●
5. MIRRORS - LOBBY/RETAIL, EXERCISE, PT ROOM ● ●TENANT TO ADVISE/GC TO PROVIDE AND INSTALL PER CP STANDARDS
FINISHES (DIVISION 9)
1. GYPSUM WALLBOARD AND ACCESSORIES
A. INTERIOR PARTITIONS ● ●
(FRAMING AND GYPSUM)
B. COLUMN ENCLOSURES ● ●
2. CEILING SYSTEMS
A. ACOUSTIC TILE ● ●
B. SUSPENDED CEILING SYSTEM ● ●
C. HARD LID CEILING SYSTEM ● ●
3. PAINT ● ●PER CP STANDARDS
4. FLOORING REQUIRED VENDOR: SPORTS PERFORMANCE SURFACING
A. LOBBY/RETAIL FLOORING ● ●TENANT TO PURCHASE/G.C. TO INSTALL PER CP STANDARDS
B. WORKOUT AREA FLOORING ● ●TENANT TO PURCHASE/G.C. TO INSTALL PER CP STANDARDS
C. PRIVATE TRAINING ROOM FLOORING ● ●TENANT TO PURCHASE/G.C. TO INSTALL PER CP STANDARDS
D. WOOD BASE (ENTIRE STUDIO)● ●PER CP STANDARDS
E. RESTROOM TILE ● ●TENANT TO PURCHASE/G.C. TO INSTALL PER CP STANDARDS
SPECIALTIES (DIVISION 10)
1. INTERIOR SIGNAGE AND GRAPHICS PREFERRED VENDOR: PRIORITY SIGNS
A. BRAND/LOGO SIGNAGE ● ●
MIRROR BEHIND DIVIDING WALL
B. WALL MURAL GRAPHICS ● ●
C. BLUE LED LOGO (WALL MTD)● ●
(AKA CASH-WRAP SIGN) FRANCHISEE/TENANT PROVIDED, G.C. TO INSTALL
2. EXTERIOR SIGNAGE PREFERRED VENDOR: PRIORITY SIGNS
A. STOREFRONT SIGNAGE ● ●
B. STOREFRONT SIGNAGE - WINDOW ● ●
3. TOILET ACCESSORIES PER CP STANDARDS
A. LAVATORY ● ●COLOR: WHITE
B. SINK ● ●COLOR: WHITE
C. TOILER PAPER AND PAPER TOWEL DISPENSERS ● ● ●PREFERRED VENDOR: CINTAS
D. GRAB BARS ● ●COLOR: BRUSHED STAINLESS STEEL/PEWTER
E. MIRROR - RESTROOM ● ● ●TYPE: POLISHED EDGE BATH MIRROR
F. SANITARY NAPKIN DISPOSAL ● ● ●PREFERRED VENDOR: CINTAS
NOT USED - EQUIPMENT (DIVISION 11)
FURNISHINGS (DIVISION 12)
1. WINDOW BLINDS/ROLLER SHADES ● ●
2. CASEWORK (BATHROOM STORAGE)● ●REFERENCE CP FF&E LIST FOR APPROVED FURNITURE
3. COUNTERTOPS (FRONT DESK, PEDESTALS, ETC.)● ●
CORPORATE REQUIRED VENDOR: MASS MOVEMENT
4. RETAIL FURNITURE ● ●
CORPORATE REQUIRED VENDOR: MASS MOVEMENT
FIRE SUPPRESSION (DIVISION 21)
1. FIRE SPRINKLERS EQUIPMENT ● ●
2. FIRE EXTINGUISHERS ● ● ●
TENATN/G.C. PROVIDED, G.C. INSTALLS
PLUMBING (DIVISION 22)
1. WATER CLOSET & LAVATORY ●IF REQUIRED
2. DRINKING FOUNTAIN ● ●
IF REQUIRED
3. FLOWATER FILTRATION MACHINE ● ●
REQUIRED VENDOR: FLOWATER
HEATING, VENTILATION, AND AIR CONDITIONING - HVAC (DIVISION 23)
1. HVAC UNITS ● ●
2. SUPPLY/RETURN REGISTERS ● ●
REPLACE IF DISCOLORED OR NOT WORKING/CLEAN AND REUSE EXISTING
ELECTRICAL (DIVISION 26)
1. LIGHT FIXTURES FRANCHISEE TO PURCHASE; G.C. TO ORDER THROUGH REQUIRED LIGHTING VENDOR PER
VENDOR LIST
A. LIGHT FIXTURES ● ●
We Spec, LLC- xponential@we-spec.com
B. EMERGENCY EXIT LIGHTING ●IF REQUIRED
C. BLUE LED LOGO SIGN ● ●
TENANT PROVIDES, G.C. TO INSTALL
D. BLUE LED ACCENT LIGHTING ● ●
TENANT PROVIDES, G.C. TO INSTALL
COMMUNICATION (DIVISION 27)
1. (WIRELESS) LOCAL AREA NETWORK (LAN)● ● ● ●
2. POINT OF SALE SYSTEM (P.O.S.)● ●
REQUIRED VENDOR: CLUB READY
ELECTRONIC SAFETY AND SECURITY (DIVISION 28)
1. SECURITY CAMERAS ● ● ● ●
2. SECURITY ALARMS ● ● ● ●
DRAWING NOTES
EGRESS PLAN
A-0.1
EGRESS PLAN,
RESPONSIBILITY
MATRIX, AND NOTES
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 32
MEASUREMENT RANGE MINIMUM (INCHES) MAXIMUM
(INCHES)
FIGURE 11B-404.2.4.3
MANEUVERING CLEARANCES AT
RECESSED DOORS AND GATES
TABLE 11B-404.2.4.1
MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
TYPE OF USE MINIMUM MANEUVERING CLEARANCE
APPROACH
DIRECTION
DOOR SIDE PERPENDICULAR TO
DOORWAY
PARALLEL TO DOORWAY (BEYOND
LATCH SIDE UNLESS NOTED)
(A)(B)
(A)(B)
MANEUVERING CLEARANCES
ACCESSIBLE DOORS IN A SERIES
WIDTH OF ACCESSIBLE ROUTE
CLEAR WIDTH AT ROUTE/TURN
FORWARD REACH CLEARANCES
SIDE REACH CLEARANCES SIGNS/BRAILLE
RESTROOM
EXIT
ROUTE EXIT
MOUNTING HEIGHTS AND CLEARANCES FOR ACCESSIBILITY
FIGURE 11B-404.2.4.1
MANEUVERING CLEARANCES AT MANUAL
SWINGING DOORS AND GATES
VEHICLE PARKING SPACES CURB RAMPS
STANDARD TOILET PLAN
ACCESSIBLE LAVATORY
DOOR CLEARANCE REQUIRMENTS
A-0.2
TAS STANDARDS
AND ACCESIBLE
DESIGN PLAN
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
ISSUE DATE: 03-09-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 33
PARKING PLAN
N
PROJECT
AREA
STRIPED ADA
ACCESS PATH
ADA PATH
OF TRAVEL
99'-0
ADA COMPLIANT
CURB RAMP
A-0.3
PARKING PLAN
AND EGRESS PATH
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 34
EQUIPMENT/FURNITURE SCHEDULE
ITEM
NO QTY.EQUIPMENT/MILLWORK
DESCRIPTION
MW-1 1 RECEPTION DESK
MW-2
MW-3 2 STORAGE PEDESTAL
MW-4
1 CUBBY / SHELVING UNIT
MW-5
1 BENCH - WHITE, 60"L x 24"H
EQ1 12 STUDIO REFORMER (TYPICAL)
EQ2 12 EXO CHAIR (TYPICAL)
EQ3 1 LADDER BARREL
EQ4 1 REFORMER TRAPEZE COMBO WITH ACCESSORIES
EQ5
12 FLOOR MAT (TYPICAL)EQ6
1 WEIGHT STAND
EQ8 TRX MULTI-MOUNT (TYPICAL)
1 4'-0" x 8'-0" OF SLATWALL - PROVIDE BLOCKING
SPRINGBOARDS 20"W x 72"HEQ7
PROVIDED BY
MILLWORK SUPPLIER
MILLWORK SUPPLIER
MILLWORK SUPPLIER
MILLWORK SUPPLIER
MILLWORK SUPPLIER
EQUIPMENT SUPPLIER
EQUIPMENT SUPPLIER
EQUIPMENT SUPPLIER
EQUIPMENT SUPPLIER
EQUIPMENT SUPPLIER
EQUIPMENT SUPPLIER
EQUIPMENT SUPPLIER
EQUIPMENT SUPPLIER
MW-6 1 TOE SOX RETAIL DISPLAY MILLWORK SUPPLIER
12
12
FLOOR PLAN
EQUIPMENT PLAN
NOTES
WALL LEGEND
WALL TYPES
DEMOLITION NOTES
GENERAL NOTES
RECEPTION DESK DETAIL REF. ONLY
TOP VIEW
FRONT
SIDE
WALL BLOCKINGTRX MOUNTING DETAIL CONCRETE SLAB INFILL DETAIL
A-1.0
FLOOR PLAN,
EQUIPMENT PLAN,
LEGENDS, NOTES,
AND DETAILS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 35
REFLECTED CEILING PLAN
LIGHTNING SYMBOL LEGEND
REFLECTED CEILING NOTES
CEILING FIXTURE LEGEND
PT-1 PT-1
PT-3
PT-2
FLOOR FINISH PLAN
CLASS "A"
FLAME SPREAD OF 0-25 : SMOKE DEVELOPED 0-450
CLASS "B"
FLAME SPREAD OF 26-75: SMOKE DEVELOPED 0-450
CLASS "C"
FLAME SPREAD OF 76-200 : SMOKE DEVELOPED 0-450
INTERIOR FINISH REQUIREMENTS (USE GROUP "B"):
REQUIRED VERTICAL EXITS AND PASSAGE WAYS CLASS B
CORRIDORS PROVIDING EXIT ACCESS: CLASS C
ROOMS OR ENCLOSED SPACES: CLASS C
FLOOR FINISH REQUIREMENTS:
ROOMS AND ENCLOSED SPACE DOC FF-1 "PILL TEST"
(CPSC 16 CFR PART 1630) OR WITH ASTM D2859
FINISH SCHEDULE
MARKNAME
FLOOR BASE WALL CEILING
CEILING HEIGHTROOM FINISH FLAME SPREAD REQUIREMENTS
TILE: FT-1LVT: LVT-1WALL BASE:B-1PAINTEDGYPSUM:SW6801PAINTEDGYPSUM:SW6515PAINTEDGYPSUM:SW9046PAINTEDGYPSUM:SW7757FRPOPEN:SW6260EXISTING 2'X 4'SUSPENDEDCEILINGEXISTINGGYPSUMBOARD100 MEMBERSHIP
SALES ●● ● ● ●10'-0"
101
STUDIO
REFORMER
AREA
● ● ● ●
10'-0"
102 RESTROOM ● ● ●9'-0"
103 UTILITY
ROOM ● ● ● ● ●9'-0"
MFGR: SHERWIN WILLIAMS
COLOR: REGAL BLUE SW6801
FINISH: SEMI-GLOSS FINISH
NOTE: LOBBY, STUDIO REFORMER (INCLUDING
DIVIDING WALL) & PRIVATE TRAINING ROOM
PT-1
TRANSITION:
CERAMIC TILE TO LVT
MFGR: SCHLUTER
MODEL NUMBER: AEU125
SIZE: G.C. TO VERIFY
TR-1
FINISH LEGEND
WALL MATERIA L:
M-1 MIRROR
SIZE: 8' HT, 3/16" THICK PENCIL POLISHED EDGES
PRODUCT: CLEAR GLASS BACKED WITH DISTORTION
FREE SILVERED MIRROR BACKING CLEAR MIRROR
DESCRIPTION: PROVIDE PROTECTIVE SEALANT,
NON-TRANSFERABLE BACKING TO PREVENT ADHESIVE
TRANSFER
FINISH: POLISHED
LOCATION: EACH SIDE OF SLAT WALL, BACK OF DIVIDING
WALL, IN BETWEEN EACH SPRING BOARD AND BEYOND
END STATIONS TO WALL AND BEHIND OF DIVIDING WALL,
PRIVATE TRAINING ROOM
MFGR/VENDOR: SOURCED BY G.C.
B-1
LVT-1
FRP-1 FIBER REINFORCED PANEL
DIMENSIONS: 4' x 8' x 3 32"
COLOR: S100G WHITE
FINISH: SMOOTH
MFGR/VENDOR: MARLITE OR EQUAL
LOCATION: MOP SINK AT UTILITY ROOM
NOTE: INSTALL WITH PVC TRIM
FLOOR FINISH:
LUXURY VINYL TILE FLOORING
DIMENSIONS: 18"x36"
COLOR: SUP
INSTALLATION: 1/3 OFFSET PATTERN, LVT TO BE
INSTALLED PERPENDICULAR TO THE LONGEST WALL
LOCATION: LOBBY, STUDIO REFORMER, PRIVATE
TRAINING, UTILITY ROOM
MFGR/VENDOR: SUPERIOR PERFORMANCE SURFACING
CONTACT: kenny@spsurfacing.org
FT-1
WALL BASE:
MDF PRIMED BASE MOLDING
5/8"x5" PAINTED PT-4
MFGR: SHERWIN WILLIAMS
COLOR: LEISURE BLUE - SW6515
FINISH: SEMI-GLOSS
NOTE: STUDIO ENTRANCE WALL &
PRIVATE ROOM
PT-2
MFGR: SHERWIN WILLIAMS
COLOR: GENTLE AQUAMARINE SW9046
FINISH: SEMI-GLOSS FINISH
NOTE: HALLWAYS, SINGLE WALL IN
RESTROOM, BACK OF SPLIT DIVIDING WALL
PT-3
FLOOR TILE
DIMENSIONS: 11-3/4"x11-3/4"x3/8"
COLOR: LG90(BEIGE)
GROUT: 3/16" LATICRETE PERMACOLOR, SELECT #56
DESERT KHAKI
INSTALLATION: 1/2 STACK PATTERN
LOCATION: RESTROOMS
MFGR/VENDOR: SPORT PRO SURFACING
CONTACT: kenny@spsurfacing.org
WALL TILE
DIMENSIONS: 11-3/4"x23-9/16"x1/8"
COLOR: LG90(BEIGE)
GROUT: 3/16" LATICRETE PERMACOLOR, SELECT #56
DESERT KHAKI
INSTALLATION: STACK PATTERN, WAINSCOT 48" A.F.F.
LOCATION: RESTROOMS
MFGR/VENDOR: SPORT PRO SURFACING
CONTACT: kenny@spsurfacing.org
MFGR: SHERWIN WILLIAMS
COLOR: HIGH REFLECTIVE WHITE SW 7757
FINISH: SEMI-GLOSS FINISH
NOTE: RESTROOM/BASE/DOORS & FRAMES &
PRIVATE TRAING WINDOW FRAMES
PT-4
LVT TO CONCRETE
MFGR: ROPPE
PRODUCT: #22 BLACK
TR-2
TRANSITION
MFGR: SCHLUTER
PRODUCT: SCHEIN
LOCATION: ALL VERTICAL CORNERS AND
HORIZONTAL TERMINATION POINTS OF WALL TILE
TR-3
WT-1
B-1
LVT-1
B-1
LVT-1
B-1
LVT-1
WALL MURAL TO HAVE "DO PILATES DO LIFE" ON IMAGE REFER TO INTERIOR ELEVATIONS ON
SHEET A 2.0
BLUE LED LOGO SIGN (CASH WRAP) CENTERED ON WALL REFER TO INTERIOR ELEVATIONS ON
SHEET A 2.0
GRAPHIC AND SIGNAGE:
MIRROR
PT-1
PT-1 PT-1
PT-2
PT-1
PT-1
PT-4
PT-4PT-4
PT-4
PT-4
TR-1
PT-1
NOTES
LIGHT/MECHANICAL PLACEMENT
TR-1FT-1
TRANSITION DETAIL
LVT-1
WT-1
TR-3
TRANSITION DETAIL
PT-1
TRANSITION DETAIL
LVT-1 TR-2
A-1.1
REFLECTED CEILING
PLAN, FINISH PLAN
LEGEND NOTES AND
DETAILS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 36
GENERAL NOTES
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
FRAME TYPE
NOTES:
·
·
·
TYPICAL ADA SIGNAGE
·
·
·
·
·
·
·
DOOR SCHEDULE
TYPE ROOM
DOOR FRAME HARDWARE
SET REMARKS
TYPE SIZE THK. MAT'L FINISH TYPE MAT'L HEAD JAMB FINISH
100 MEMBERSHIP
SALES EXISTING EXISTING
3'-0"x7'-0"EXISTING ALUM EXISTING EXIST EXIST - - EXISTING A
101 RESTROOM EXISTING EXISTING
3'-0"x7'-0"EXISTING EXISTING SW7757 EXIST EXIST - - SW7757 E
102 UTILITY CLOSET B 2'-6"x7'-0"1 3/4" SCW SW7757 F1 HM H1 J1 SW7757 D
·
··
··
··
··
··
··
··
DOOR TYPES
·
·
·
·
DOOR REMARKS
·
·
·
·
·
·
·
·
·
·
·
·
·
DOOR JAMB DETAIL (TYP.)DOOR HEADER DETAIL (TYP.)
A-1.2
DOOR SCHEDULE
NOTES AND DETAILS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 37
ELEVATION
PT-1
B-1 B-1
ELEVATION
ELEVATION
ELEVATION
PT-3
WT-1
ELEVATION
PT-4
WT-1
PT-4
WT-1
PT-4
WT-1
PT-4
B-1
PT-4
ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION
B-1 B-1 B-1
B-1 B-1
B-1 B-1 B-1
B-1 B-1 B-1 B-1 B-1 B-1
PT-1
B-1
B-1B-1 B-1 B-1 B-1
PT-1 PT-1
PT-2 PT-2
B-1B-1
RESTROOM
PT-1
PT-2
PT-1 PT-1
FRP-1 FRP-1
PT-3
B-1
ELEVATION
PT-2 PT-2
B-1
ELEVATION
A-2.0
INTERIOR ELEVATIONS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 38
LIGHT FIXTURE SEISMIC RESTRAINTS CEILING ANCHOR DETAIL DIFFUSER SEISMIC RESTRAINTS ANGLE MOLDING AT UNATTACHED WALL
ANGLE MOLDING AT ATTACHED WALL U-BOLT DETAIL CEILING SUPPORT DETAIL DUCT SEISMIC SUPPORT DUCT SEISMIC SUPPORT
DUCT SEISMIC SUPPORT
SEISMIC CONNECTION
AT JOIST
SEISMIC CONNECTION
AT CEILING
SEISMIC CONNECTION
AT HANGER
SEISMIC CONNECTION
AT HANGER
DUCT SUPPORT DETAIL
PERPENDICULAR TO STRUCTURE
PARALLEL TO STRUCTURE
1
M-1.0
A-2.1
SEISMIC CEILING
AND DUCT MOUNTING
DETAILS, ALPHA RIG
MOUNTING DETAILS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 39
PLUMBING SANITARY PLAN
PLUMBING NOTES PLUMBING FIXTURE SCHEDULE
PLUMBING SYMBOLS AND ABBREVIATIONS
M
DRAWING NOTES
SANITARY ISOMETRIC
SUPPLY ISOMETRIC
WATER SUPPLY PLAN
HEATER DETAIL
ELECTRIC WATER
P-1.0
PLUMBING SANITARY
PLAN, PLUMBING
SUPPLY PLAN,
ISOMETRICS, NOTES,
AND DETAILS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 40
HVAC NOTES
ROUND DUCT SUPPORT DETAIL
PERPENDICULAR TO STRUCTURE
PARALLEL TO STRUCTURE FASTENER TYPES
1
M-1.0
RECTANGULAR DUCT SUPPORT2
M-1.0
PARALLEL TO STRUCTURE
PERPENDICULAR TO STRUCTURE
SYMBOLSMECHANICAL KEY NOTES
GRILLES & DIFFUSERS
HVA/C UNITS SCHEDULE
HVAC DIAGRAM
LAY-IN DIFFUSER DETAIL4
M-1.0
CEILING MOUNTED FAN DETAIL3
M-1.0
RETURN / TRANSFER
M-1.0
5
GRILL DETAIL
TEF-1
RTU-1
HVAC PLAN
M-1.0
HVAC PLAN,
SCHEDULE, NOTES,
AND DETAILS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 41
M-2.0
HVAC SPECIFICATIONS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 42
ELECTRICAL POWER PLAN
DRAWING NOTESELECTRIC SYMBOL LEGEND
MM
M MM
M MM
200A200A
200A 200A 200A
200A 200A 200A
ELECTRICAL SERVICE DISTRIBUTION DIAGRAM
21339
21335
21337 21341
21343
21345
21349
21347
E-1.0
ELECTRICAL POWER
PLAN, DIAGRAM
LEGEND, NOTES, AND
SCHEDULE
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 43
ELECTRICAL LIGHTNING PLAN
NL
NL
e45.8mm63.2mm 32.6mm
ELED1-BUN 120-277
LED 0-10v Controller
0-10VDC Dimming
Dimming Common120-277V LINE
NEUTRAL
ELED1-BUN 120-277
LED 0-10v Controller
Dimming
COMPLETE ROOM CONTROLLER
ELED1-DUN 120-277
LED Driver
70mm
114mm105mm67mm10mm
MULTI-BUTTON INTERFACE
MBI-2/4/8 U
98mm
T-BAR CEILING MOUNT
PHOTO SENSOR
TAP-31U
DUAL RANGE AMBIENT
GROUND
120V/277V Line
LoadNEUTRAL
LOAD
White
SMALL STORAGE ROOMS
TYPICAL RESTROOMS &
GROUND
120V/277V Line
LoadNEUTRAL
LOAD
White
SOHRANA-DOC-SM1
WALL SWITCH SENSOR
LIGHTING CONTROL LEGEND
XXXX-XXXX-XXXX
WTC-AWIRELESS TIMECLOCK8188A1270-1-1 Cream
Input: 100mA @ 12VDC or24VAC/DC Class 2
Type 1, Indoor Use Only
Operating Temperature: 0-50°C
echoflexsolutions.com
8188A1270-4-1 Black8188A1270-5-1 White
+-
902MHz
WARNINGCancer-Reproductive Harmwww.P65Warnings.ca.gov
Contains FCC ID: SZV-STM300UContains IC: 5713A-STM300U
The enclosed device complies with part 15of the FCC Rules. Operation is subject to thefollowing two conditions: (i.) this device maynot cause harmful interference and(ii.) this device must accept any interference
received, including interference that maycause undesired operation.
Antenna Connection
External Internal
WTC-AU_
126mm
46mm
83mm115mmWIRELESS TIME CLOCK
ELEDR-AU 120-277V
VAC LINE
NEUTRAL
Neutral to others
To other ballasts or
MAX. load 20A
Power Load Controller
e
a,b,c,d
b
LIGHTNING SYMBOL LEGEND
NL
b
88.9mm78mm
47mmER6CD-BU-120
600W Dimmer
NEUTRAL - WHITE
120V - BLACK
NEUTRAL – TO OTHER
FIXURES AS NEEDED
TO OTHER 120V FIXTURES
600W MAXIMUM
Dimmable
Lighting
Fixture
600W PHASE DIMMER
ER6CD-BU-120
NL
c
POWER LOAD CONTROLLER
ELEDR-AU 120-277
f
NEUTRAL - WHITE
120-240VAC - BLACK
Red+
Black -
E-APS - 8186A1213
POWER SUPPLY - 24V
EEI - 8186K1001
ANTENNA
E-1.1
1 STUDIO AREA WITHOUT DAYLIGHT HARVESTING
0-10VDC Dimming
Dimming Common120-277V LINE
NEUTRAL
ELED1-BUN 120-277
LED 0-10v Controller
Dimming
LED Driver
ELEDR-AU 120-277V
120V LINE
NEUTRAL
Power Load Controller
WTC Events scheduling include:
Scene Recall
Lights On/Off
Enabling/Disabling Occupancy
Sensor Input Control
MBI-8U
E-1.1
2 SALES AREA WITH DAYLIGHT HARVESTING
0-10VDC Dimming
Dimming Common120-277V LINE
NEUTRAL
ELED1-BUN 120-277
LED 0-10v Controller
Dimming
LED Driver
ER6CD-BU-120
600W Dimmer
NEUTRAL - WHITE
120V - BLACK
NEUTRAL – TO OTHER
FIXURES AS NEEDED
TO OTHER 120V FIXTURES
600W MAXIMUM
Dimmable
Lighting
Fixture
WTC Events scheduling include:
Scene Recall
Lights On/Off
Enabling/Disabling Occupancy
Sensor Input Control
MBI-8U
120-277
Switching BallastSwitching LED DriverLED drivers...
@ 120-277VAC
Neutral to others
To other ballasts or
MAX. load 20A Switching BallastSwitching LED DriverLED drivers...
@ 120-277VAC
(DEDICATED LOCK-ON CIRCUIT)
SALES/STUDIO NIGHT LIGHTING
0-10VDC Dimming
Dimming Common120-277V LINE
NEUTRAL
ELED1-BUN 120-277
LED 0-10v Controller
Dimming
LED Driver
WTC Events scheduling include:
Scene Recall
Lights On/Off
Enabling/Disabling Occupancy
Sensor Input Control
DRAWING NOTES
c
a
a
d
cccccc
c c c c c
dd
d
f
f
f
f
MBI-2U
E-1.1
ELECTRICAL
LIGHTING PLAN,
DETAILS AND
LEGENDS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 44
SP-1.0
ARCHITECTURAL
SPECIFICATIONS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 45
nches slump.
a manufacturer's complete line. Each sheet shall indicate the name of
manufacturer of the equipment being submitted. Sufficient data shall be included to prove compliance with the specifications as far as use, capacity,
efficiencies, physical size, quality of materials and all other pertinent specified particulars.
4. Submittal data (manufacturers' catalog data) shall include the following:
a. Fire protection system components and devices (when applicable to project).
b. Insulation.
c. Domestic water heaters.
d. Plumbing fixtures and trim.
e. Packaged roof-top cooling/heating units.
f. Exhaust Fans
g. Testing, adjusting and balancing.
SP-1.1
ARCHITECTURAL
SPECIFICATIONS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 46
SP-1.2
ARCHITECTURAL
SPECIFICATIONS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 47
º
SP-1.3
ARCHITECTURAL
SPECIFICATIONS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 48
º
½
¼
¼
SP-1.4
ARCHITECTURAL
SPECIFICATIONS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 49
SP-1.5
ARCHITECTURAL
SPECIFICATIONS
REVISIONS
PROJECT:
SCALE:
SHEET
PROJECT:
SEAL:
COPYRIGHT:
BID DATE: 03-28-2023
JOB #23004
PSA ARCHITECTS C 2023
AS NOTED
DESIGNER:
CONTRACTOR:
Architecture Interior
Exterior Planning Design
9392 Montgomery Road
Cincinnati, Ohio 45242
Phone: 513-984-4000
PSA
ARCHITECT:
HEIFETZ ARCHITECTS
22701 West Martha Street
Woodland Hills, CA 91367
Phone: 818-914-5891
TENANT
IMPROVEMENT
DIAMOND HILLS PLAZA
21349 COLD SPRING LANE
DIAMOND BAR
CA, 91765
FOR BID
ONLY
DOCUMENT ONLY VALID IF SIGNATURE IS RED
7.1.b
Packet Pg. 50
PARKING DEMAND ANALYSIS
PROPOSED CLUB PILATES AT
DIAMOND HILLS PLAZA
Diamond Bar, California
June 22, 2023
7.1.c
Packet Pg. 51
June 22, 2023
Roger Chan
Almond Health, LLC
Club Pilates Franchisee
12965 Beach Boulevard
Stanton, CA 90680
Roger.chan@clubpilates.com
LLG Reference No. 2.23.4652.1
Subject: Revised Parking Demand Analysis for the
Proposed Club Pilates at Diamond Hills Plaza
Diamond Bar, California
Dear Mr. Chan:
As requested, Linscott, Law, & Greenspan, Engineers (LLG) is pleased to submit this
Revised Parking Demand Analysis for Diamond Hills Plaza associated with the re-
occupancy of Suite 21349, a former tutor center, with Club Pilates, a proposed health
studio (herein after referred to as Project). This report has been revised to address
City comments, dated May 24, 2023. Diamond Hills Plaza is an existing mixed-use
shopping center located along the west side of Diamond Bar Boulevard, between
Cold Springs Lane and Fountain Springs Road in the City of Diamond Bar,
California. Pursuant to our coordination efforts and discussions with City staff, and
understanding of the City of Diamond Bar requirements, the preparation of a parking
study is required as part of the review and approval of a Conditional Use Permit
(CUP) to ensure that adequate parking is provided upon completion of the Project and
full occupancy of the shopping center.
Diamond Hills Plaza is an established mixed-used retail center with a total floor area
of 203,167 square-feet (SF) and is approximately 96.5 percent occupied. The existing
parking supply for Diamond Hills Plaza totals 932 spaces.
The current tenant mix, which occupies 196,065 SF, includes H-Mart, Planet Fitness,
AAA, Eplex Tutoring Center, and a variety of retail/commercial and restaurant/food
uses. The remaining floor area of 7,102 SF is located within four (4) vacant suites.
Suite 2709, which totals 2,473 SF, is restaurant/food designated suite that will be
occupied by Buns & Dums. Suite 2761, which totals 1,112 SF, is restaurant/food
7.1.c
Packet Pg. 52
Roger Chan
June 22, 2023
Page 2
N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking
Demand Analysis 06-22-2023.doc
designated suite that was formerly occupied by Koio Cake Coffee & Tea. Suite 2781,
which totals 2,195 SF, is currently occupied by Revival RX, however, as of the
preparation of this study, this suite is currently closed due to tenant improvements.
The proposed Project plans to renovate Suite 21349 for occupancy by a Club Pilates
health studio. Suite 21349, which totals 1,322 SF, is retail/commercial suite that was
formerly occupied by PinE Education Tutoring Center. The Project will operate
between the hours of 6:00 AM to 8:00 PM, Monday through Friday (closed for lunch
from 12:00 PM to 3:30 PM), and 7:00 AM and 1:00 PM, Saturday and Sunday.
This parking analysis evaluates the shopping center’s parking requirements based on
the City of Diamond Bar Municipal Code, as well as the current shared parking
methodology outlined in Urban Land Institute’s (ULI) Shared Parking, 3rd Edition
and in consideration of the City of Diamond Bar Municipal Code, Section 22.30.050 –
Reduction of off-street parking requirements for shared use.
The study focused on the following:
Calculates the Code-based parking requirements for Diamond Hills Plaza based on
the application of City Code parking ratios.
Estimates parking demand through the application of the Shared Parking concept.
Includes existing 2023 parking demand surveys of Diamond Hills Plaza to establish
current shared parking peak parking requirements for the current tenants and
forecasts the aggregate parking demand of retail center at full occupancy with the
application of shared parking methodology for the proposed Project based on
anticipated mix of uses.
Compares survey plus shared parking demand against the existing parking supply, in
order to identify any potential, operational surplus or deficiency in parking supply,
inclusive of a zonal parking assessment to determine availability of parking in
proximity to the proposed Project.
Our method of analysis, findings, and conclusions are described in detail in the
following sections of this report.
7.1.c
Packet Pg. 53
Roger Chan
June 22, 2023
Page 3
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Demand Analysis 06-22-2023.doc
PROJECT LOCATION AND DESCRIPTION
Diamond Hills Plaza is located along the west side of Diamond Bar Boulevard,
between Cold Springs Lane and Fountain Springs Road in the City of Diamond Bar,
California. Figure 1, located at the rear of this letter report, presents a Vicinity Map,
which illustrates the general location of the subject property in the context of the
surrounding street system.
Diamond Hills Plaza is an existing mixed-use retail center comprised of twelve (12)
buildings with a total floor area of 203,167 SF. The current tenant mix, which
occupies 196,065 SF, includes H-Mart, Planet Fitness, AAA, Eplex Tutoring Center
and a variety of retail/commercial and restaurant/food uses. The remaining floor area
of 7,102 SF consists of 3,473 SF of future Buns & Dums, 1,112 SF of vacant
restaurant/food floor area, 2,195 SF of floor area that is now under construction for
occupancy by Revival RX, and 1,322 SF of vacant retail/commercial floor area that
was occupied by a tutoring center. Figure 2 presents an existing aerial photograph of
the site and illustrates the existing buildings and parking areas.
Table 1, located at the end of this letter report, following the figures, presents the
tenant unit/address, most recent development tabulation/tenant mix and associated
floor areas for the center, and hours of operations for the existing tenants. A review of
Table 1 indicates the occupied floor area of 196,065 SF is a mix of retail,
supermarket/grocery, pharmacy, restaurant, health club, office, medical office, bank,
studios, personal services, and school uses, consisting of the following:
10,752 SF of retail floor area,
45,000 SF of supermarket/grocery floor area,
1,126 SF of pharmacy floor area,
16,864 SF of inline food/restaurant floor area,
1,754 SF of fast-food floor area,
21,440 SF of health club space
60,303 SF of office floor area,
4,433 SF of medical/dental office floor area,
8,419 SF of bank floor area,
4,296 SF of studio for arts, dance and martial arts floor area,
3,328 SF of personal services floor area, and
18,350 SF of school for studios and non-degree school/tutoring center.
7.1.c
Packet Pg. 54
Roger Chan
June 22, 2023
Page 4
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Demand Analysis 06-22-2023.doc
The tenancy of the following vacant floor area will remain as is and consists of:
2,473 SF of inline food/restaurant space (Buns and Dums) in Suite 2709
1,112 SF of inline food/restaurant space in Suite 2761
2,195 SF of personal service space (Revival RX) in Suite 2781
The proposed Project and associated floor area consists of the following:
1,322 SF of retail space/former tutoring center to be converted to health
studio to be occupied by Club Pilates in Suite 21349
The Project will operate between the hours of 6:00 AM to 8:00 PM, Monday through
Friday (closed for lunch from 12:00 PM to 3:30 PM), and 7:00 AM and 1:00 PM,
Saturday and Sunday. Staffing for the Project will total one (1) full-time and three (3)
part-time employees, with a staff of two (2) during the hours of operation. Figure 3
presents the proposed floor plan for Club Pilates prepared by Heifetz Architects/PSA
Architecture Interior Design.
Parking Supply
Based on a field assessment conducted in April 2023, the existing on-site parking
supply for the center totals 932 spaces. For detailed study purposes, the parking areas
were divided into fourteen (14) zones as illustrated on Figure 3. Table 2 provides a
breakdown of the parking supply provided within each zone, which are identified as
Zones A through N in Table 2.
PARKING SUPPLY-DEMAND ANALYSIS
This parking analysis for the mixed-used development involves determining the
expected parking needs, based on the size and type of proposed development
components, versus the parking supply. In general, there are multiple methods that
can be used to estimate the site’s peak parking needs. Two methods have been used
in this analysis and include:
Application of City code requirements (which typically treats each tenancy
type as a “stand alone” use at maximum demand).
Application of shared parking usage patterns by time-of-day (which
recognizes that the parking demand for each tenancy type varies by time of
day and day of week). The shared parking analysis starts with a code
7.1.c
Packet Pg. 55
Roger Chan
June 22, 2023
Page 5
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Demand Analysis 06-22-2023.doc
calculation for each tenancy type. For this assessment, current shared parking
methodology outlined in Urban Land Institute’s (ULI) Shared Parking, 3rd
Edition was utilized.
Existing parking demand surveys to determine the aggregate parking demand
of current tenants, combined with application of shared parking evaluation
methodologies for all proposed or existing vacant floor areas in the center.
The shared parking methodology is concluded to be applicable to an existing
development such as Diamond Hills Plaza because the individual land use types (i.e.,
eating establishments, retail shops, etc.) experience peak demands at different times
of the day, day of the week and month of the year.
CODE PARKING REQUIREMENTS
The code parking calculation for Diamond Hills Plaza is based on the City’s
requirements as outlined in Chapter 22.30 – Off-Street Parking and Loading
Standards of the Municipal Code. The City’s Municipal Code specifies the following
parking requirements, which may or may not be applicable to the proposed Project:
Shopping centers (shall use unsegregated parking area): 1 space for each 200
SF of gross floor area for centers of less than 20,000 SF and 1 space for each 250
SF of gross floor area for centers of 20,000 to 50,000 SF, and 1 space for each
300 SF of gross floor area for centers over 50,000 SF, plus 1 space for each 1,000
SF of outdoor display area.
Retail general merchandise: 1 space for each 250 SF of gross floor area, plus 1
space for each 600 SF of storage area, and 1 space for each company vehicle, plus
1 space for each 1,000 SF of outdoor display area.
Restaurants, café, cafeterias: 1 space for each 75 SF of gross floor area for
patrons, plus 1 space for each 300 SF of service area, plus one space for each 100
SF of outdoor dining area.
Restaurants, fast-food: 1 space for each 100 SF of gross floor area, plus 1 space
for each 100 SF of outdoor dining area.
Offices, administrative, corporate: 1 space for each 400 SF of gross floor area.
Clinics, medical/dental office: 1 space for each 250 SF of gross floor area.
Banks and financial services: 1 space for each 300 SF of gross floor area.
Personal Services: 1 space for each 250 SF of gross floor area.
Health/fitness clubs: 1 spaces for each 150 SF of gross floor area.
7.1.c
Packet Pg. 56
Roger Chan
June 22, 2023
Page 6
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Demand Analysis 06-22-2023.doc
School - Studios and non-degree schools: 1 space for each 200 SF of gross floor
area, plus 1 space for each employee.
Studios for art, dance and martial arts: 1 space for each 150 SF of gross floor
area, plus 1 space for each employee.
Recycling Bins: 3 spaces per direction of city staff.
Based on the review of the Project site plan and the current and proposed tenant mix,
the Project fits the city’s definition of “Shopping Center”. Therefore, a parking ratio
of 1 space per 300 SF has been applied to Project’s commercial retail/food uses. For
all other uses, the appropriate parking rate was applied.
Table 3 presents the code parking requirements for the existing development plus the
proposed tenant mix. As shown, this application of City parking ratios to the existing
and proposed mix of uses of Diamond Hills Plaza results in a total parking requirement
of 858 parking spaces, of which a net of 15 spaces could be attributed to the proposed
studio. With an existing parking supply of 932 spaces, a theoretical code surplus of 74
spaces is calculated.
However, the specific tenancy mix of the Project provides an opportunity to share
parking spaces based on the utilization profile of each included land use component. The
following section calculates the parking requirements for the Project based on the shared
parking methodology approach.
SHARED PARKING ANALYSIS
Shared Parking Methodology
Accumulated experience in parking demand characteristics indicates that a mixing of
land uses results in an overall parking need that is less than the sum of the individual
peak requirements for each land use. Due to the existing and proposed mixed-use
characteristics of the Center, opportunities to share parking likely occur now and can
be expected to continue with full occupancy and completion of the proposed Project.
The objective of this shared parking analysis is to forecast the peak parking
requirements for the project based on the combined demand patterns of different
tenancy types at the site.
Shared parking calculations recognize that different uses often experience individual
peak parking demands at different times of day, days of the week, or months of the
year. When uses share common parking footprints, the total number of spaces needed
to support the collective whole is determined by adding parking profiles (by time of
7.1.c
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Roger Chan
June 22, 2023
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Demand Analysis 06-22-2023.doc
day for weekdays versus weekend days), rather than individual peak ratios as
represented in the City of Diamond Bar Municipal Code. In that way, the shared
parking approach starts from the City’s own code ratios and results in the “design
level” parking supply needs of a site.
There is an important common element between the traditional "code" and the shared
parking calculation methodologies; the peak parking ratios or "highpoint" for each
land use's parking profile typically equals the "code" parking ratio for that use. The
analytical procedures for shared parking analyses are well documented in the Shared
Parking, 3rd Edition publication by the Urban Land Institute (ULI).
Shared parking calculations for the analysis utilize hourly parking accumulations
developed from field studies of single developments in free-standing settings, where
travel by private auto is maximized. These characteristics permit the means for
calculating peak parking needs when land use types are combined. Further, the
shared parking approach will result, at other than peak parking demand times, in an
excess amount of spaces that will service the overall needs of the project.
Key inputs in the shared parking analysis for each land use include:
Peak parking demand by land use for visitors and employees.
Adjustments for alternative modes of transportation, if applicable.
Adjustment for internal capture (captive versus non-captive parking demand),
if applicable.
Hourly variations of parking demand.
Weekday versus weekend adjustment factors
Monthly adjustment factors to account for variations of parking demand over
the year.
City of Diamond Bar Parking Ratios per Chapter 22.30 – Off-Street Parking
and Loading Standards in the City of Diamond Bar Municipal Code.
It should be noted that the “demand” results of the shared parking calculation are
intended to be used directly for comparison to site supply. No further adjustments or
contingency additions are needed because such contingencies are already built into
the peak parking ratios and time of day profiles used in the calculation.
Shared Parking Ratios and Profiles
The code requirement of 1 space per 300 SF for “Shopping Center” includes inline
food uses and other retail commercial uses which assumes some form of shared
parking between the two. Therefore, to provide a realistic shared parking forecast, the
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code requirement of individual uses has been assumed. For this assessment a code
requirement of 4 spaces per 1,000 SF was applied to retail uses. For all other users
the parking ratios mentioned previously in the code section were used directly for
each of the land uses.
The hourly parking demand profiles (expressed in percent of peak demand) utilized in
this analysis and applied to the Center are based on profiles developed by the Urban
Land Institute (ULI) and published in Shared Parking, 3rd Edition. The ULI
publication presents hourly parking demand profiles for several general land uses:
retail, supermarket/grocery, pharmacy, restaurants, health club, office, medical-dental
office, bank, studio, personal services, school, and recycling facility. These factors
present a profile of parking demand over time and have been used directly, by land
use type, in the analysis of this project. The ULI profiles of parking demand have
been used directly, by land use type, in the analysis of this site and are applied to the
City’s applicable parking ratio.
The ULI retail use profiles are applied directly. In doing so, there is an intermediate
step in expressing ULI profiles as a percentage of the week-long peak, thus arriving at
a weekday profile and weekend profile each expressed as a percentage of the baseline
parking ratio (ULI actually starts with separate ratios for weekday and weekend day,
and develops profiles for each accordingly; we’ve found it more convenient to
translate both profiles to a percent of expected maximum demand, which, for retail,
turns out to be on a Saturday). The resulting profiles represent the most likely hourly
parking demand profile, and are applied to the City’s retail parking ratio of 4 spaces
per 1000 SF. Peak demand for retail uses occurs between 12:00 PM–2:00 PM on
weekdays, and 1:00 PM–3:00 PM on weekends.
For the supermarket/grocery uses, the parking profile in the ULI publication was used
and applied to the City’s retail parking ratio of 4 spaces per 1000 SF to forecast its
weekday and weekend hourly demand. Peak demand for supermarket/grocery occurs
between 4:00 PM–6:00 PM on weekdays, and 11:00 AM–2:00 PM on weekends.
The pharmacy profiles were also directly derived from ULI. The peak-parking ratio
for pharmacy uses exactly equals the City’s Parking Code requirement of 4 spaces per
1000 SF of floor area. Peak demand for pharmacy occurs between 1:00 PM-7:00 PM
on weekdays and 10:00 AM–6:00 PM on weekends.
The ULI Shared Parking publication includes several categories for restaurants. For
this analysis, the parking profile for inline food/restaurant and fast-food uses were
utilized as each of the categories match the current restaurant tenant mix at the Project
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site. Like the retail profiles, the restaurant profiles are derived exactly from the ULI
baseline. The restaurant-parking ratio utilized in this analysis exactly matches the
City code rate for those tenants where food consumption is primarily on-site.
According to the Shared Parking publication, inline food/restaurant uses peak
demand occurs between 12:00 PM and 1:00 PM on weekdays and weekends,
whereas, fast-food restaurant uses peak demand occurs between 12:00 PM and 2:00
PM on weekdays and weekends.
Consistent with the January 2020 and July 2021 studies, the empirically derived
parking ratio of 9.01 spaces per 1,000 SF was applied to empirical profiles developed
from an Crunch Fitness for the health club uses and applied to the Planet Fitness
tenant.
For office uses, the parking profile in the ULI publication was used and applied to the
City’s Parking Code ratio of 1 space per 400 SF of floor area to forecast its weekday
and weekend hourly demand. Peak demand for office occurs between 10:00 AM–
11:00 AM on weekdays, and 11:00 AM–12:00 PM on weekends.
The medical/dental office profiles were also directly derived from ULI. The peak-
parking ratio for medical/dental office uses exactly equals the City’s Parking Code
requirement of 4 spaces per 1000 SF of floor area. Peak demand for medical/dental
office occurs between 2:00 PM-4:00 PM on weekdays and 10:00 AM–12:00 PM on
weekends.
For bank uses, the parking profile in the ULI publication was used and applied to the
City’s Parking Code ratio of 1 space per 300 SF of floor area to forecast its weekday
and weekend hourly demand. Peak demand for bank occurs between 10:00 AM–
11:00 AM and 5:00 PM–6:00 PM on weekdays, and 11:00 AM–12:00 PM on
weekends.
For studio uses, the parking profile in the ULI publication was used and applied to the
City’s Parking Code ratio of 1 space per 150 SF of floor area plus 1 space per each
employee to forecast its weekday and weekend hourly demand. Based on our research
there are 4 employees for studio uses at the Project site. Peak demand for studio
occurs between 12:00 PM–2:00 PM on weekdays, and 1:00 PM–3:00 PM on
weekends.
For personal services uses, the parking profile in the ULI publication was used and
applied to the City’s Parking Code ratio of 1 space per 250 SF of floor area to
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forecast its weekday and weekend hourly demand. Peak demand for personal services
occurs between 12:00 PM–3:00 PM on weekdays, and 12:00 PM–4:00 PM on
weekends.
Per the direction of City staff the existing recycling bins onsite would require 3
parking spaces. To be conservative the 3-space requirement for the recycling bins
were assumed to be occupied throughout the entire day.
Relative to the proposed Project, the parking requirement conservatively assumed that
3 employees and 12 participants would be on-site. Based on the assumption that one
space is required per employee and participant would result in a parking requirement
of 15 spaces. The demand was conservatively assumed to be at full capacity during
all proposed hours of operations due to anticipated fluctuation in class times at the
proposed Project.
As noted earlier, no monthly adjustment factors were applied to account for variations
of parking demand over the year to provide a conservative parking demand forecast.
Application of Shared Parking Methodology
Tables 4 and 5 present the overall weekday and weekend parking demand profiles for
the Center based on the shared parking methodology, assuming full occupancy of the
center and including the proposed Project.
Columns (1) through (13) of these tables present the parking accumulation
characteristics and parking demand of the existing uses for the hours of 6:00 AM to
12:00 AM. Columns (14) through (16) present the re-occupancy of existing vacancies
and future improvements. Columns (17) through (18) presents the expected joint-use
parking demand for the Center on an hourly basis and further presents the hourly
parking surplus/deficiency for the proposed Project compared to the existing parking
supply of 932 spaces.
Review of Tables 4 and 5 indicates that the future full occupancy weekday peak
parking demands will occur at 5:00 PM with peak demands of 902 spaces. Based on
the proposed parking supply of 932 spaces, the peak demand hours on a weekday will
yield a surplus of 30 spaces. On a weekend the peak parking demand will occur at
12:00 PM with a peak demand of 808 spaces resulting in a surplus of 124 spaces.
Appendix A contains the detailed weekday and weekend shared parking worksheets.
Figures 4 and 5 graphically illustrate the weekday and weekend hourly parking
demand forecast for the Project, respectively. Each land use component and its
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corresponding hourly Shared Parking demand for various mixes of uses, which were
presented in Tables 4 and 5, are depicted in these two figures relative to a shared
parking supply of 932 spaces. A review of these figures indicate that the Project’s
existing parking supply of 932 spaces will adequately accommodate Diamond Hills
Plaza’s weekday and weekend hourly shared parking demand of all existing and
future uses, including the proposed studio, for all morning, midday, afternoon and
evening hours.
Survey Plus Shared Parking Application to the Project and Vacant Floor Area
To assess the actual parking demands of Diamond Hills Plaza, in combination with
the Project’s parking requirements, utilization of the actual field study data of the
subject property for the existing tenancies that was collected in March 2023 has been
combined with ULI shared parking techniques applied to the proposed Project and
vacant floor area/proposed tenant mix assuming full occupancy of the center. This
approach is consistent with prior analyses for Diamond Hills Plaza and in
concurrence with City staff direction. Tables 6, 7, and 8 summarize the results of this
approach. Appendix B presents the parking demand counts collected at Diamond
Hills Plaza on a Monday, Friday and Saturday.
Column (1) of Tables 6, 7, and 8 presents a summary of the weekday (Monday),
weekday (Friday), and weekend (Saturday) parking survey data collected at the site
for Parking Zones A through N, as summarized in Appendix B. Columns (2) through
(4) present the parking accumulation characteristics of the anticipated mix of uses
proposed by the Project and occupancy of existing vacant retail and food use floor
area, respectively. Column (5) presents the expected joint-use parking demand for the
entire site on an hourly basis, while Column (6) summarizes the hourly parking
surplus/deficiency for the Project compared to an adjusted parking supply of 932
spaces.
As presented in Tables 6, 7, and 8, the forecast peak parking demand for Monday
would total 562 parking spaces at 4:00 PM, which results in a minimum functional
surplus of 370 spaces. The forecast peak parking demand for Friday would total 603
parking spaces at 3:00 PM, which results in a minimum functional surplus of 329
spaces. Peak overall demands on a Weekend are forecast at 570 spaces at 12:00 PM,
for a minimum functional surplus of 362 spaces. Therefore, we conclude that there is
adequate parking on site to accommodate the existing vacant retail and vacant food use
along with the proposed Project.
Figures 6, 7, and 8 graphically illustrate the weekday and weekend hourly parking
demand forecast for the Project, respectively. Each land use component and its
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corresponding hourly Shared Parking demand for various mixes of uses, which were
presented in Tables 6, 7, and 8, are depicted in these three figures relative to a shared
parking supply of 932 spaces. A review of these figures indicate that the Project’s
proposed parking supply of 932 spaces will adequately accommodate Diamond Hills
Plaza’s weekday and weekend hourly shared parking demand of all existing and
future uses, including the proposed Project, for all morning, midday, afternoon and
evening hours.
Based on LLG’s experience, the surpluses identified in the shared parking analysis
finding coupled with the functional parking surplus indicated by the “blended” results
indicate an adequate parking supply following full center occupancy with the
proposed improvements.
Although the site holistically provides adequate parking to accommodate the existing
tenants and proposed Club Pilates forecasted parking demands, parking zones (Zone
A and Zone C) located adjacent of the proposed Club Pilates may impact parking near
H Mart which is located north of the proposed Club Pilates. Therefore, a zonal
assessment has been conducted for the parking field in front of Club Pilates to assess
the potential displacement of parking and identify its effect on the surrounding
parking. These two parking zones, as illustrated in Figure 3, are located in close
proximity to H Mart and the proposed Club Pilates and have a total combined supply of
116 spaces. Table 9 presents the weekend and weekday zonal assessment for the
proposed Club Pilates.
Column (1) of Table 9 presents the observed peak hours for Zones A and C on
Monday, Friday, and Saturday. Column (2) presents the observed existing peak
parking demand for Zones A and C combined. Column (3) presents the project
demand for each of the peak hours. Column (4) presents the total demand for Zones A
and C with the addition of the proposed Club Pilates. Column (5) summarizes the
peak hour surplus/deficiency for the Project compared to the parking supply for
Zones A and C of 116 spaces.
As presented in Table 9, within Zones A and C, the peak parking demand for Monday
totals 99 vehicles at 5:00 PM, which results in a minimum functional surplus of 17
spaces. The peak parking demand for Friday totals 113 vehicles at 5:00 PM, which
results in a minimum functional surplus of 3 spaces. The peak parking demand for
Saturday totals 88 vehicles at 12:00 PM, which results in a minimum functional
surplus of 28 spaces. Therefore, Zone A and Zone C will adequately accommodate
the expected demand of the proposed Club Pilates.
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SUMMARY OF FINDINGS AND CONCLUSIONS
1. Diamond Hills Plaza is an established mixed-use retail center with a total floor
area of 203,167 square-feet (SF). The current tenant mix, which occupies 196,065
SF, includes H-Mart, Planet Fitness, AAA, Eplex Tutoring Center, and a variety
of retail/commercial and restaurant/food uses. The remaining floor area of 7,102
SF is located within four (4) vacant suites. Suite 2709, which totals 2,473 SF, is
restaurant/food designated suite that will be occupied by Buns & Dums. Suite
2761, which totals 1,112 SF, is restaurant/food designated suite that was formerly
occupied by Koio Cake Coffee & Tea. Suite 2781, which totals 2,195 SF, is
currently occupied by Revival RX, however this suite is currently closed due to
tenant improvements.
The proposed Project plans to renovate Suite 21349 for occupancy by a Club
Pilates health studio. Suite 21349, which totals 1,322 SF, is retail/commercial
suite that was formerly occupied by PinE Education Tutoring Center. The Project
will operate between the hours of 6:00 AM to 8:00 PM, Monday through Friday
(closed for lunch from 12:00 PM to 3:30 PM), and 7:00 AM and 1:00 PM,
Saturday and Sunday.
2. Direct application of City parking codes to the existing and proposed mix of uses
results in a total parking requirement of 858 parking spaces. When compared
against the existing parking supply of 932 spaces the Center has a theoretical
surplus of 74 spaces.
3. Given the mix of tenancies within the existing retail/commercial center, a shared
parking analysis has been prepared and indicates that the available shared parking
supply of 932 spaces will be sufficient to meet the projected peak parking demands
of existing and proposed Project. The weekday scenario results in a minimum
surplus of 30 spaces, while the weekend scenario results in a minimum surplus of
124 spaces.
4. A “blended” analysis of actual parking demand for existing occupancies and a
shared parking approach for proposed uses indicates that the future minimum
functional surplus at Diamond Hills Plaza is in excess of 300 spaces. Hence, it is
concluded that adequate parking is provided on site to accommodate the proposed
tenant mix.
5. A zonal assessment has been completed for the area adjacent to the proposed Club
Pilates. As a result, Zone A and Zone C will be able to adequately accommodate
the demand of the proposed Club Pilates.
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* * * * * * * * * *
We appreciate the opportunity to prepare this analysis for the proposed Diamond
Hills Plaza Project and the City of Diamond Bar. Should you have any questions or
need additional assistance, please do not hesitate to call me at (949) 825-6175.
Very truly yours,
Linscott, Law & Greenspan, Engineers
Richard E. Barretto, P.E.
Principal
cc: Shane S. Green, P.E., Senior Transportation Engineer
Attachments
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N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc TABLE 1 EXISTING AND PROPOSED PROJECT DEVELOPMENT SUMMARY [1] CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR Building Tenant Land Use Hours of OperationRetailSupermarket/Grocery PharmacyInline Food/RestaurantFast-Food Restaurant Health Club OfficeMedical/Dental Office Bank StudioPersonal Services SchoolRecycling Facility2705Diamond Star Association OfficeM-F: 8am - 5pm, Sat/Sun: Closed36,24536,245SF2711Chase BankM-F: 9am - 5pm, Sat: 9am - 2pm, Sun: Closed3,4313,431SFATM-- Bank--150150SF2751Eplex Tutoring Center Education/SchoolM-F: 11am - 7pm, Sat/Sun: Closed10,000 10,000SF2753AFred Astaire Dance Studio StudioM-F: 12pm - 9pm, Sat: 10:30am - 5pm, Sun: Closed2,280 2,280SF2753BBait Clothing RetailM-Sat: 11am - 7pm, Sun: 11am - 6pm2,2202,220SF2755Total Image Concepts Salon Personal ServicesM: Closed, Tu-F: 10am - 6:30pm, Sat: 9am - 6:30pm, Sun: 10am - 5pm900 900SF2757Kumon SchoolM/Th: 9am - 6pm, Tu/F: 10am - 7pm, W: 10am - 2pm, Sat/Sun: Closed900 900SF2759KOIO Tea Shoppe Inline Food/RestaurantM-Th: 11am-8pm, F-Sun: 11am-9pm903903SF2763-2765101 Café Inline Food/RestaurantM-Sun: 11am - 8pm1,6981,698 SF2767Mochinut Inline Food/RestaurantM-Sun: 11am - 8pm907907SF2769Tasty Box Inline Food/RestaurantM-Sun: 11am - 8pm1,2121,212SF2771Cuckoo Rental RetailSun-F: 11am - 7pm, Sat: 11am-6pm1,2141,214SF2773MP Brow Studio Personal ServicesM-Sat: 9am - 5pm, Sun: Closed1,214 1,214SF2775AAT&T RetailM-Sat: 10am - 7pm, Sun: 11am-5pm1,2141,214SF2775BRed Persimmon Nails & Spa Personal ServicesM-Sat: 9:30am - 7pm, Sun: 10am - 5pm1,214 1,214SF2777Pho Hana Inline Food/RestaurantM-Sun: 11am - 9pm1,7591,759SF2779Curry India Bistro Inline Food/RestaurantM-Sun: 11am - 8pm2,9992,999 SF2783CTBC Bank BankM-Th: 9am-4pm, F: 9am - 5pm, Sat: 10am-2pm, Sun: Closed2,7722,772SF2785Kennedy's Realty International OfficeM-Sun: 9am - 6pm2,9202,920SF2797Planet Fitness Health ClubM-Th: 5am - 11pm, F: 5am-10pm, Sat/Sun: 7am-7pm21,44021,440SF2801Palace Beauty RetailM-Sat: 11am - 7pm, Sun: 11am - 6pm2,4002,400SF2803Chuan Hot Pot Inline Food/RestaurantM-Th: 12pm - 3pm, 5pm-10:30pm, F/Sat/Sun: 12pm-10:30pm2,4002,400SF2807Mievic USA RetailM-Sat: 11am - 7pm, Sun: 10am - 6pm1,6001,600 SF2809Bank of Hope BankM-F: 9am - 5pm, Sat-Sun: Closed2,0662,066 SF2825H-Mart Supermarket/GroceryM-Sun: 8am - 10pm45,00045,000SF2825ArmBar Recycling Center INC Recycling BinM-Sat: 9am - 5pm, Sun: 10am - 2pm-- --SF2837Starbucks Fast-Food RestaurantM-F: 5:30am - 8:30pm, Sat-Sun: 6am - 8pm1,7541,754SF2839AYoung Dong Tofu Inline Food/RestaurantM-Th: 11am-8pm, F-Sun: 11am - 8:30pm2,2052,205SF2839BTasty Box Dim Sum Inline Food/RestaurantM/Tu/Th/F: 9am - 8pm, Sat-Sun: 9am-9pm1,4081,408 SF2841ABDB Smiles Medical/Dental OfficeM/W: 8am - 6pm, Tu/Th: 9am - 6pm, F: 8am - 5pm, Sat: 8am - 3pm, Sun: Closed3,0383,038SF2841CKokio Chicken Inline Food/RestaurantM-Sun: 11:30am - 9pm1,3731,373SF2843AAA OfficeM-F: 9am - 5pm, Sat: 9am - 1pm, Sun: Closed20,00020,000SF21335World Champion Tae Kwon Do StudioM-F: 9am - 9pm, Sat: 8am - 5pm, Sun: Closed2,016 2,016SF21337Diamond Pharmacy PharmacyM-F: 9:30am - 6pm, Sat: 10am - 3pm, Sun: Closed1,1261,126SF21341Masil RetailM-Sun: 11am - 7pm910910SF21343Cheung Insurance OfficeM/Tu/Th/F: 9am - 7pm, W: 9am - 9pm, Sat: 10am - 2pm, Sun: Closed1,1381,138SF21345Amor Skin Clinic Medical/Dental OfficeM-Sat: 9am - 8pm, Sun: Closed1,3951,395 SF21347Pin Shen Health RetailM-Sun: 10am - 6:30pm1,1941,194SF21385Kiddie Academy SchoolM-F: 7am - 6pm, Sat-Sun: Closed7,450 7,450 SFEXISTING SUBTOTAL 10,752 45,000 1,126 16,864 1,754 21,440 60,303 4,433 8,419 4,296 3,328 18,350 -- 196,065 SF2709Vacant (Buns & Dums) Inline Food/RestaurantM-Sun: 11am - 8pm2,4732,473SF2761Vacant (Proposed Food Use) Inline Food/RestaurantN/A1,1121,112SF2781Vacant (Revival RX) Personal ServicesN/A2,195 2,195SF21349Proposed Club Pilates (Health Studio)StudioM-F: 6am - 8pm (closed 12pm-3:30pm), Sat/Sun: 7am-1pm1,322 1,322SF0SF0SF0SFVACANT/PROPOSED SUBTOTAL0003,585000001,3222,1950--7,102SFTOTAL 10,752 45,000 1,126 20,449 1,754 21,440 60,303 4,433 8,419 5,618 5,523 18,350 -- 203,167 SFPERCENT LAND USE MIX5.3% 22.1% 0.6% 10.1% 0.9% 10.6% 29.7% 2.2% 4.1% 2.8% 2.7% 9.0% 0.0%Notes:[1] Source: Diamond Hills Plaza - ROIC, tenant information supplemented with field observations conducted by LLG in April 2023.100.0%Building Size (SF)7.1.cPacket Pg. 74
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TABLE 2
SUMMARY OF EXISTING PARKING SUPPLY [1]
CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR
Zone
Regular Handicapped Clean Air Employee EVGO Tesla
Time
Restricted/Curbside
Pickup Total [2]
A [3]5210000053
B 1520000017
C 6210000063
D 8920000091
E 6000000060
F 120000000120
G 3520000239
H 8200000082
I 1023000015
J 7820000080
K 2120000023
L 6260 0 0 074106
M 3100800039
N [4]2001116250144
TOTAL 663 40 3 119 6 25 76 932
Notes:
[1] Parking inventory of supply was conducted in April 2023.
[2] Plaza contains 4 cart return spaces, these have been excluded from the total parking supply.
[3] Zone A contains 4 parking spaces that are being utilized with recycling bins, these spaces are not included in the total parking supply.
[4] Zone N contains 6 parking spaces that are being temporarily utilized as a construction area, these spaces are included in the total parking supply.
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TABLE 3
CITY CODE PARKING REQUIREMENTS [1]
CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR
Land Use City of Diamond Bar Code Parking Ratio
Spaces
Required
Existing Tenant Mix
Retail 10,752 SF 1 space for each 300 SF of GFA for centers over 50,000 SF, plus 1 space for each 1,000 SF
of outdoor display area.36
Supermarket/Grocery 45,000 SF 1 space for each 300 SF of GFA for centers over 50,000 SF, plus 1 space for each 1,000 SF
of outdoor display area.150
Pharmacy 1,126 SF 1 space for each 300 SF of GFA for centers over 50,000 SF, plus 1 space for each 1,000 SF
of outdoor display area.4
Inline Food/Restaurant 16,864 SF 1 space for each 300 SF of GFA for centers over 50,000 SF, plus 1 space for each 1,000 SF
of outdoor display area.56
Fast-Food Restaurant 1,754 SF 1 space per 100 SF of GFA plus 1 space per 100 SF of outdoor dining area. 18
Health Club 21,440 SF 1 space per 150 SF of GFA 143
Office 60,303 SF 1 space for each 300 SF of GFA for centers over 50,000 SF, plus 1 space for each 1,000 SF
of outdoor display area.201
Medical-Dental Office 4,433 SF 1 space for each 300 SF of GFA for centers over 50,000 SF, plus 1 space for each 1,000 SF
of outdoor display area.15
Bank 8,419 SF 1 space for each 300 SF of GFA for centers over 50,000 SF, plus 1 space for each 1,000 SF
of outdoor display area.28
Studio 4,296 SF 1 space per 150 SF of GFA plus 1 space per each employee. [4] 33
Personal Services 3,328 SF 1 space per 250 SF of GFA 13
School 18,350 SF 1 space per 200 SF of GFA plus 1 space per each employee. [2] 120
Recycling Facility -- -- 3 spaces [3] 3
Vacant/Proposed Project
Vacant/Proposed Inline Food/Restaurant 3,585 SF 1 space per 250 SF of GFA 14
Vacant/Proposed Personal Services 2,195 SF 1 space per 250 SF of GFA 9
Proposed Club Pilates Studio 1,322 SF 1 space per 150 SF of GFA plus 1 space per each employee. [5] 15
820
38
858
932
74
Notes:
[1] Source: City of Diamond Bar Municipal Code, Sec. 22.30.040 - Number of Parking Spaces Required.
[2] Based on research/information, there are a total 28 employees, of which 20 are employed by Eplex and 6 are employeed Kiddie Academy.
[4] Estimated 2 employees per studio.
C. TOTAL PARKING CODE REQUIREMENT BASED ON FULL OCCUPANCY
D. EXISTING PARKING SUPPLY
E. PARKING SURPLUS/DEFICIENCY (+/-) BASED ON FULL OCCUPANCY (D - C)
[3] Per City staff direction the Recycling Facility has a parking requirement of 3 spaces.
[5] Based on Club Pilates proposed staffing including a total of 3 employees, City code requires a total of 12 spaces. However, based on the assumption that one space is required per employee and
participant would result in a parking requirement of 15 spaces. It is conservatively assumed that 3 employees and 12 participants would be on-site.
B. TOTAL VACANT/PROPOSED PARKING CODE REQUIREMENT
Size
A. TOTAL OCCUPIED PARKING CODE REQUIREMENT
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N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc TABLE 4 WEEKDAY SHARED PARKING DEMAND ANALYSIS [1] CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR Land Use RetailSupermarket/GroceryPharmacyInline Food/RestaurantFast-Food RestaurantHealth Club OfficeMedical/Dental OfficeBank Studio Personal Services School Recycling FacilityProposed Inline Food/RestaurantProposed Personal ServicesProposed Studio [3]Size 10.752 KSF 45.000 KSF 1.126 KSF 16.864 KSF 1.754 KSF 21.440 KSF 60.303 KSF 4.433 KSF 8.419 KSF 4.296 KSF 3.328 KSF 18.350 KSF 3 Bins 3.585 KSF 2.195 KSF1.322 KSFTotalPkg Rate[2] 4 /KSF 4 /KSF 4 /KSF 10 /KSF 9.01 /KSF 2.5 /KSF 4 /KSF 3.3 /KSF 4 /KSF 4 /KSF Spaces = Comparison w/Gross 43 Spc. 180 Spc. 5 Spc. 232 Spc. 18 Spc. 193 Spc. 151 Spc. 18 Spc. 28 Spc. 33 Spc. 13 Spc. 120 Spc. 3 Spc. 37 Spc. 9 Spc. 15 Spc. 1,098 Parking SupplySpacesShared932 SpacesNumber of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Parking SurplusTime of Day Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Demand (Deficiency)6:00 AM185 7477:00 AM337 5958:00 AM583 3499:00 AM755 17710:00 AM869 6311:00 AM901 3112:00 PM894 381:00 PM891 412:00 PM818 1143:00 PM848 844:00 PM861 715:00 PM902 306:00 PM845 877:00 PM734 1988:00 PM583 3499:00 PM335 59710:00 PM237 69511:00 PM233 69912:00 AM89 843Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.----[3] Demand for the proposed Club Pilates was conservatiely assumed as full capacity during all hours of operation due to anticipated fluctuating class times.-- -- --00000715715715815715604020015015115315515715808082321271021181829313131112024293234373400311 100 310 91 387636523222329312 108 312 108 312 104 311 96 311 96 311 96 303318321934403768310 86 30000000001263181017181800152628202020230001701171718741042172132151144120123143137120843621168----181178183143--97149151131131801901901818161012461010101534353227188301751801801741439459361414385798116130157165172[2] Parking rates for all land uses based on City code.137142431393937343401133145554244555110066124148178202212232212131131190145 617161421--1061601499798669819317620252816--125111923292928262626272421146207.1.cPacket Pg. 77
N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc TABLE 5 WEEKEND SHARED PARKING DEMAND ANALYSIS [1] CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR Land Use RetailSupermarket/GroceryPharmacyInline Food/RestaurantFast-Food RestaurantHealth Club OfficeMedical/Dental OfficeBank Studio Personal Services School Recycling FacilityProposed Inline Food/RestaurantProposed Personal ServicesProposed Studio [3]Size 10.752 KSF 45.000 KSF 1.126 KSF 16.864 KSF 1.754 KSF 21.440 KSF 60.303 KSF 4.433 KSF 8.419 KSF 4.296 KSF 3.328 KSF 18.350 KSF 3 Bins 3.585 KSF 2.195 KSF1.322 KSFTotalPkg Rate[2] 4 /KSF 4 /KSF 4 /KSF 10 /KSF 9.01 /KSF 2.5 /KSF 4 /KSF 3.3 /KSF 4 /KSF 4 /KSFSpaces = Comparison w/Gross 43 Spc. 180 Spc. 5 Spc. 232 Spc. 18 Spc. 193 Spc. 151 Spc. 18 Spc. 28 Spc. 33 Spc. 13 Spc. 120 Spc. 3 Spc. 37 Spc. 9 Spc. 15 Spc. 1,098 Parking SupplySpacesShared932 SpacesNumber of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Number of Parking SurplusTime of Day Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Demand (Deficiency)6:00 AM67 8657:00 AM180 7528:00 AM406 5269:00 AM578 35410:00 AM717 21511:00 AM775 15712:00 PM808 1241:00 PM735 1972:00 PM691 2413:00 PM593 3394:00 PM592 3405:00 PM610 3226:00 PM514 4187:00 PM431 5018:00 PM388 5449:00 PM250 68210:00 PM170 76211:00 PM95 83712:00 AM45 887Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Demand for the proposed Club Pilates was conservatiely assumed as full capacity during all hours of operation due to anticipated fluctuating class times.----301000-- ----9090908080707070500001531561571581591525131185251618242727182633333632512114300311 100 311 92 3986398037643440312 109 313 115 313 120 313 120 313 115 312 110 30331934393766310 87 3030160000-- 0 0 0000--449290--14 69 411 023 81 629 1000-- 0 0 0000--29 157 946 1--31 167 1561 134 167 1689 210039 1 0 03008536 146 11152 56007340 111 10169 59006841 101 11173 58143 158 16176 518014 10 216943 198 18512 0 06941 227 185180196240 207 16 15 18 226032 207 11 14 18115624 166 6 12 17 144414 115 4 9 174310037228001341--194896138172180135502422181140--1211182430323333323028267.1.cPacket Pg. 78
N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc TABLE 6 WEEKDAY (MONDAY) SURVEY PLUS SHARED PARKING DEMAND ANALYSIS [1] CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR Land UseExisting Center (Year 2023)Proposed Inline Food/RestaurantProposed Personal ServicesProposed Studio [4]Size 3.585 KSF 2.195 KSF 1.322 KSFPkg Rate[2] 4 /KSF Comparison w/Gross 37 Spc. 9 Spc. 15 Spc. Parking SupplySpacesShared932 SpacesNumber of Number of Number of Parking SurplusTime of Day Spaces Spaces Spaces Demand (Deficiency)8:00 AM171 7619:00 AM336 59610:00 AM421 51111:00 AM472 46012:00 PM516 4161:00 PM497 4352:00 PM499 4333:00 PM554 3784:00 PM562 3705:00 PM537 3956:00 PM438 4947:00 PM371 5618:00 PM273 6599:00 PM184 74810:00 PM114 818Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Existing parking counts conducted by Counts Unlimited on Monday, March 20, 2023.--[4] Demand for the proposed Club Pilates was conservatiely assumed as full capacity during all hours of operation due to anticipated fluctuating class times.31838415723691ActualObserved470514522486813564278713128936941647145587778HourlyParkingDemand [3]--1515151500015151515150002429323437342118182931313123217.1.cPacket Pg. 79
N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc TABLE 7 WEEKDAY (FRIDAY) SURVEY PLUS SHARED PARKING DEMAND ANALYSIS [1] CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR Land UseExisting Center (Year 2023)Proposed Inline Food/RestaurantProposed Personal ServicesProposed Studio [4]Size 3.585 KSF 2.195 KSF 1.322 KSFPkg Rate[2] 4 /KSF Comparison w/Gross 37 Spc. 9 Spc. 15 Spc. Parking SupplySpacesShared932 SpacesNumber of Number of Number of Parking SurplusTime of Day Spaces Spaces Spaces Demand (Deficiency)8:00 AM201 7319:00 AM369 56310:00 AM452 48011:00 AM516 41612:00 PM558 3741:00 PM563 3692:00 PM551 3813:00 PM603 3294:00 PM583 3495:00 PM566 3666:00 PM486 4467:00 PM392 5408:00 PM288 6449:00 PM170 76210:00 PM70 862Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Existing parking counts conducted by Counts Unlimited on Friday, March 17, 2023.--[4] Demand for the proposed Club Pilates was conservatiely assumed as full capacity during all hours of operation due to anticipated fluctuating class times.47 21 2 014331 6 023 4 025115339 31 7432 31 8 1515543 18 7515 29 71556321 8 018 7 1552280521 3437 8 046051334 7 1529 3 15400 32 5 1532224 1 15161Demand [3]Actual --ObservedHourlyParking7.1.cPacket Pg. 80
N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc TABLE 8 WEEKEND (SATURDAY) SURVEY PLUS SHARED PARKING DEMAND ANALYSIS [1] CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR Land UseExisting Center (Year 2023)Proposed Inline Food/RestaurantProposed Personal ServicesProposed Studio [4]Size 3.585 KSF 2.195 KSF 1.322 KSFPkg Rate[2] -- /KSF 4 /KSF Comparison w/Gross 37 Spc. 9 Spc. 15 Spc. Parking SupplySpacesShared932 SpacesNumber of Number of Number of Parking SurplusTime of Day Spaces Spaces Spaces Demand (Deficiency)8:00 AM149 7839:00 AM270 66210:00 AM402 53011:00 AM494 43812:00 PM570 3621:00 PM521 4112:00 PM460 4723:00 PM436 4964:00 PM434 4985:00 PM355 5776:00 PM390 5427:00 PM319 6138:00 PM251 6819:00 PM128 80410:00 PM68 864Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Existing parking counts conducted by Counts Unlimited on Saturday, March 18, 2023.ParkingDemand [3]113223347438510426411323356285110ActualObservedHourly542194087758879997893648018263333360000--1515151515000000332[4] Demand for the proposed Club Pilates was conservatiely assumed as full capacity during all hours of operation due to anticipated fluctuating class times.2516182427272513117.1.cPacket Pg. 81
N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc
TABLE 9
ZONAL ASSESSMENT
CLUB PILATES AT DIAMOND HILLS PLAZA, DIAMOND BAR
Existing Surplus
Peak Parking Demand Project Total Demand (Deficiency)
for Zones A & C Demand Zones A & C 116 Space Supply
Monday
17
Friday
3
Saturday
28
5 PM 84 15 99
Peak Hour
5 PM 98 15 113
12 PM 73 15 88
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N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc
APPENDIX A
ULI SHARED PARKING CALCULATION WORKSHEETS
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Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%000000000000009%11111111111111111111111111117:00 AM 5%2111111111122214%11111111111111322222222223338:00 AM 14%5334344443345423%21122222222222744656666556769:00 AM 32% 116787888878811941%3222222222233314891091010101091011141210:00 AM 54% 19 11 12 13 13 14 14 13 14 13 13 14 19 16 68%53444444444455241416171718181718171718242111:00 AM 68% 24 14 15 17 16 17 17 17 18 16 17 18 24 20 86%75565666655677311920232123232324212224312712:00 PM 90% 32 19 20 22 21 23 23 22 23 21 22 24 32 27 90%7556566665567739242528262929282926273039341:00 PM 90% 32 19 20 22 21 23 23 22 23 21 22 24 32 27 90%7556566665567739242528262929282926273039342:00 PM 86% 30 18 18 21 20 22 22 21 22 20 21 23 30 26 90%7556566665567737232327252828272825262937333:00 PM 77% 27 16 16 19 18 19 19 19 20 18 19 21 27 23 90%7556566665567734212125232525252623242734304:00 PM 77% 27 16 16 19 18 19 19 19 20 18 19 21 27 23 90%7556566665567734212125232525252623242734305:00 PM 77% 27 16 16 19 18 19 19 19 20 18 19 21 27 23 90%7556566665567734212125232525252623242734306:00 PM 81% 28 17 17 20 19 20 20 20 20 18 19 21 28 24 90%7556566665567735222226242626262623242735317:00 PM 72% 25 15 15 18 17 18 18 18 18 17 17 19 25 21 90%7556566665567732202024222424242422222532288:00 PM 59% 21 12 13 15 14 15 15 15 15 14 14 16 21 18 81%6445555555556627161720192020202019192127249:00 PM 41% 14 8 9 10 9 10 10 10 10 9 10 11 14 12 54%43333333333344181112131213131313121314181610:00 PM 14%5334344443345436%322222222223338556566665578711:00 PM 5%2111111111122218%111111111111113222222222233312:00 AM 0%000000000000000%0000000000000000000000000000Notes:Total SpacesShopping Center (Typical Days)Employee Parking Demand1.001.001.001.00Guest Parking Demand[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[2] Parking rates for all land uses based on City code.[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.Appendix ASHOPPING CENTER (TYPICAL DAYS)WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]43Guest Spc.358 Emp. Spc.10.7524Shared Parking Demand7.1.cPacket Pg. 84
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%0000000000000010%11111111111111111111111111117:00 AM 5%2111111111122215%11111111111111322222222223338:00 AM 30% 106677777777810940%43333333333344149910101010101010101114139:00 AM 50% 17 10 10 12 11 12 12 12 12 11 12 13 17 14 75%75565666655677241515181618181818161719242110:00 AM 70% 24 14 15 17 16 17 17 17 18 16 17 18 24 20 85%86666776766788322021232224242325222325322811:00 AM 90% 31 18 19 22 21 22 22 22 23 20 21 24 31 26 95%96677777777899402425292829292930272832403512:00 PM 95% 32 19 20 22 21 23 23 22 23 21 22 24 32 27 100%9667777777789941252629283030293028293241361:00 PM 100% 34 20 21 24 23 24 24 24 25 22 23 26 34 29 100%9667777777789943262731303131313229303443382:00 PM 100% 34 20 21 24 23 24 24 24 25 22 23 26 34 29 100%9667777777789943262731303131313229303443383:00 PM 95% 32 19 20 22 21 23 23 22 23 21 22 24 32 27 100%9667777777789941252629283030293028293241364:00 PM 90% 31 18 19 22 21 22 22 22 23 20 21 24 31 26 100%9667777777789940242529282929293027283240355:00 PM 80% 27 16 16 19 18 19 19 19 20 18 19 21 27 23 95%9667777777789936222226252626262725262936326:00 PM 75% 26 15 16 18 17 19 19 18 19 17 18 20 26 22 85%8666677676678834212224232626242623242734307:00 PM 70% 24 14 15 17 16 17 17 17 18 16 17 18 24 20 80%7556566665567731192023212323232421222431278:00 PM 65% 22 13 13 15 15 16 16 15 16 15 15 17 22 19 75%7556566665567729181821202222212220202329269:00 PM 50% 17 10 10 12 11 12 12 12 12 11 12 13 17 14 65%64455555555566231414171617171717161718232010:00 PM 30% 106677777777810945%433333333333441499101010101010101011141311:00 PM 10%3222222222223315%111111111111114333333333334412:00 AM 0%000000000000000%0000000000000000000000000000Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.10.7524431.00Guest Parking Demand1.001.001.00Shared Parking DemandEmployee Parking DemandTotal Spaces34 Guest Spc.9 Emp. Spc.Shopping Center (Typical Days)SHOPPING CENTER (TYPICAL DAYS)Appendix AWEEKEND SHARED PARKING DEMAND ANALYSIS [1]7.1.cPacket Pg. 85
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 5%8778788887888820%6666666666666614131314131414141413141414147:00 AM 20% 30 28 26 28 28 29 28 29 29 28 29 29 30 29 30%8888888888888838363436363736373736373738378:00 AM 30% 46 43 40 43 42 45 43 44 44 42 44 44 46 44 40% 11 11 11 11 11 11 11 11 11 11 11 11 11 11 57 54 51 54 53 56 54 55 55 53 55 55 57 559:00 AM 50% 76 71 65 71 70 74 71 73 72 70 72 72 76 72 80% 22 22 21 22 22 22 22 22 22 22 22 22 22 22 98 93 86 93 92 96 93 95 94 92 94 94 98 9410:00 AM 60% 91 85 78 86 84 88 86 87 86 84 86 86 91 86 90% 25 25 24 25 25 25 25 25 25 25 25 25 25 25 116 110 102 111 109 113 111 112 111 109 111 111 116 11111:00 AM 67% 102 95 88 96 94 99 96 98 97 94 97 97 102 97 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 130 123 115 124 122 127 124 126 125 122 125 125 130 12512:00 PM 85% 129 120 111 121 119 125 121 124 123 119 123 123 129 123 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 157 148 138 149 147 153 149 152 151 147 151 151 157 1511:00 PM 90% 137 127 118 129 126 133 129 132 130 126 130 130 137 130 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 165 155 145 157 154 161 157 160 158 154 158 158 165 1582:00 PM 95% 144 134 124 135 132 140 135 138 137 132 137 137 144 137 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 172 162 151 163 160 168 163 166 165 160 165 165 172 1653:00 PM 97% 147 137 126 138 135 143 138 141 140 135 140 140 147 140 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 175 165 153 166 163 171 166 169 168 163 168 168 175 1684:00 PM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 180 169 158 171 168 175 171 174 172 168 172 172 180 1725:00 PM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 180 169 158 171 168 175 171 174 172 168 172 172 180 1726:00 PM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 80% 22 22 21 22 22 22 22 22 22 22 22 22 22 22 174 163 152 165 162 169 165 168 166 162 166 166 174 1667:00 PM 85% 129 120 111 121 119 125 121 124 123 119 123 123 129 123 50% 14 14 13 14 14 14 14 14 14 14 14 14 14 14 143 134 124 135 133 139 135 138 137 133 137 137 143 1378:00 PM 55% 84 78 72 79 77 81 79 81 80 77 80 80 84 80 35% 10 10 10 10 10 10 10 10 10 10 10 10 10 10 94 88 82 89 87 91 89 91 90 87 90 90 94 909:00 PM 35% 53 49 46 50 49 51 50 51 50 49 50 50 53 50 20%66666666666666595552565557565756555656595610:00 PM 20% 30 28 26 28 28 29 28 29 29 28 29 29 30 29 20%66666666666666363432343435343535343535363511:00 PM 5%8778788887888820%66666666666666141313141314141414131414141412:00 AM 5%8778788887888820%666666666666661413131413141414141314141414Notes:1.00152 Guest Spc.28 Emp. Spc.180[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.Appendix ASupermarket/GrocerySUPERMARKET/GROCERYWEEKDAY SHARED PARKING DEMAND ANALYSIS [1]1.001.001.00Guest Parking DemandTotal Spaces45.0004Shared Parking DemandEmployee Parking Demand7.1.cPacket Pg. 86
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 10% 15 14 13 14 14 15 14 14 14 14 14 14 15 14 15%4444444444444419181718181918181818181819187:00 AM 25% 38 35 33 36 35 37 36 36 36 35 36 36 38 36 35% 10 10 10 10 10 10 10 10 10 10 10 10 10 10 48 45 43 46 45 47 46 46 46 45 46 46 48 468:00 AM 50% 76 71 65 71 70 74 71 73 72 70 72 72 76 72 70% 20 20 19 20 20 20 20 20 20 20 20 20 20 20 96 91 84 91 90 94 91 93 92 90 92 92 96 929:00 AM 75% 114 106 98 107 105 111 107 109 108 105 108 108 114 108 85% 24 24 23 24 24 24 24 24 24 24 24 24 24 24 138 130 121 131 129 135 131 133 132 129 132 132 138 13210:00 AM 95% 144 134 124 135 132 140 135 138 137 132 137 137 144 137 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 172 162 151 163 160 168 163 166 165 160 165 165 172 16511:00 AM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 180 169 158 171 168 175 171 174 172 168 172 172 180 17212:00 PM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 180 169 158 171 168 175 171 174 172 168 172 172 180 1721:00 PM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 100% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 180 169 158 171 168 175 171 174 172 168 172 172 180 1722:00 PM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 85% 24 24 23 24 24 24 24 24 24 24 24 24 24 24 176 165 154 167 164 171 167 170 168 164 168 168 176 1683:00 PM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 75% 21 21 20 21 21 21 21 21 21 21 21 21 21 21 173 162 151 164 161 168 164 167 165 161 165 165 173 1654:00 PM 100% 152 141 131 143 140 147 143 146 144 140 144 144 152 144 60% 17 17 16 17 17 17 17 17 17 17 17 17 17 17 169 158 147 160 157 164 160 163 161 157 161 161 169 1615:00 PM 90% 137 127 118 129 126 133 129 132 130 126 130 130 137 130 55% 15 15 14 15 15 15 15 15 15 15 15 15 15 15 152 142 132 144 141 148 144 147 145 141 145 145 152 1456:00 PM 50% 76 71 65 71 70 74 71 73 72 70 72 72 76 72 45% 13 13 12 13 13 13 13 13 13 13 13 13 13 13 89 84 77 84 83 87 84 86 85 83 85 85 89 857:00 PM 33% 50 47 43 47 46 49 47 48 48 46 48 48 50 48 40% 11 11 11 11 11 11 11 11 11 11 11 11 11 11 61 58 54 58 57 60 58 59 59 57 59 59 61 598:00 PM 25% 38 35 33 36 35 37 36 36 36 35 36 36 38 36 30%8888888888888846434144434544444443444446449:00 PM 15% 23 21 20 22 21 22 22 22 22 21 22 22 23 22 20%66666666666666292726282728282828272828292810:00 PM 5%8778788887888810%33333333333333111010111011111111101111111111:00 PM 4%6656666666666610%333333333333339989999999999912:00 AM 3%554555555555555%1111111111111166566666666666Notes:Shared Parking DemandEmployee Parking DemandGuest Parking DemandWEEKEND SHARED PARKING DEMAND ANALYSIS [1]1.001.001.001.0045.0004180[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.Total Spaces152 Guest Spc.28 Emp. Spc.Supermarket/GrocerySUPERMARKET/GROCERYAppendix A7.1.cPacket Pg. 87
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 5%0000000000000020%00000000000000000000000000007:00 AM 20%1111111111111130%00000000000000111111111111118:00 AM 30%1111111111111140%00000000000000111111111111119:00 AM 60%2222222222222280%111111111111113333333333333310:00 AM 60%2222222222222290%111111111111113333333333333311:00 AM 67%33333333333333100%111111111111114444444444444412:00 PM 85%33333333333333100%11111111111111444444444444441:00 PM 90%44344444444444100%11111111111111554555555555552:00 PM 95%44344444444444100%11111111111111554555555555553:00 PM 97%44344444444444100%11111111111111554555555555554:00 PM 100%44344444444444100%11111111111111554555555555555:00 PM 100%44344444444444100%11111111111111554555555555556:00 PM 100%4434444444444480%11111111111111554555555555557:00 PM 85%3333333333333350%11111111111111444444444444448:00 PM 55%2222222222222235%00000000000000222222222222229:00 PM 35%1111111111111120%000000000000001111111111111110:00 PM 20%1111111111111120%000000000000001111111111111111:00 PM 5%0000000000000020%000000000000000000000000000012:00 AM 5%0000000000000020%0000000000000000000000000000Notes:1.004 Guest Spc.1 Emp. Spc.5[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.Appendix APharmacyPHARMACYWEEKDAY SHARED PARKING DEMAND ANALYSIS [1]1.001.001.00Guest Parking DemandTotal Spaces1.1264Shared Parking DemandEmployee Parking Demand7.1.cPacket Pg. 88
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 8%0000000000000015%00000000000000000000000000007:00 AM 25%1111111111111135%00000000000000111111111111118:00 AM 50%2222222222222270%11111111111111333333333333339:00 AM 75%3333333333333385%111111111111114444444444444410:00 AM 95%44344444444444100%111111111111115545555555555511:00 AM 100%44344444444444100%111111111111115545555555555512:00 PM 100%44344444444444100%11111111111111554555555555551:00 PM 100%44344444444444100%11111111111111554555555555552:00 PM 100%4434444444444485%11111111111111554555555555553:00 PM 100%4434444444444475%11111111111111554555555555554:00 PM 100%4434444444444460%11111111111111554555555555555:00 PM 90%4434444444444455%11111111111111554555555555556:00 PM 50%2222222222222245%00000000000000222222222222227:00 PM 33%1111111111111140%00000000000000111111111111118:00 PM 25%1111111111111130%00000000000000111111111111119:00 PM 15%1111111111111120%000000000000001111111111111110:00 PM 5%0000000000000010%000000000000000000000000000011:00 PM 4%0000000000000010%000000000000000000000000000012:00 AM 3%000000000000005%0000000000000000000000000000Notes:Shared Parking DemandEmployee Parking DemandGuest Parking DemandWEEKEND SHARED PARKING DEMAND ANALYSIS [1]1.001.001.001.001.12645[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.Total Spaces4 Guest Spc.1 Emp. Spc.PharmacyPHARMACYAppendix A7.1.cPacket Pg. 89
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 25% 51 45 44 50 48 50 48 49 49 45 47 45 51 48 50% 15 15 15 15 15 15 15 15 15 15 15 15 15 15 66 60 59 65 63 65 63 64 64 60 62 60 66 637:00 AM 50% 102 90 89 100 96 101 96 98 98 91 95 91 102 97 75% 22 22 22 22 22 22 22 22 22 22 22 22 22 22 124 112 111 122 118 123 118 120 120 113 117 113 124 1198:00 AM 60% 122 107 106 120 115 121 115 117 117 109 113 109 122 116 90% 26 26 25 26 26 26 26 26 26 26 26 26 26 26 148 133 131 146 141 147 141 143 143 135 139 135 148 1429:00 AM 75% 152 134 132 149 143 150 143 146 146 135 141 135 152 144 90% 26 26 25 26 26 26 26 26 26 26 26 26 26 26 178 160 157 175 169 176 169 172 172 161 167 161 178 17010:00 AM 85% 173 152 151 170 163 171 163 166 166 154 161 154 173 164 100% 29 29 28 29 29 29 29 29 29 29 29 29 29 29 202 181 179 199 192 200 192 195 195 183 190 183 202 19311:00 AM 90% 183 161 159 179 172 181 172 176 176 163 170 163 183 174 100% 29 29 28 29 29 29 29 29 29 29 29 29 29 29 212 190 187 208 201 210 201 205 205 192 199 192 212 20312:00 PM 100% 203 179 177 199 191 201 191 195 195 181 189 181 203 193 100% 29 29 28 29 29 29 29 29 29 29 29 29 29 29 232 208 205 228 220 230 220 224 224 210 218 210 232 2221:00 PM 90% 183 161 159 179 172 181 172 176 176 163 170 163 183 174 100% 29 29 28 29 29 29 29 29 29 29 29 29 29 29 212 190 187 208 201 210 201 205 205 192 199 192 212 2032:00 PM 50% 102 90 89 100 96 101 96 98 98 91 95 91 102 97 100% 29 29 28 29 29 29 29 29 29 29 29 29 29 29 131 119 117 129 125 130 125 127 127 120 124 120 131 1263:00 PM 45% 91 80 79 89 86 90 86 87 87 81 85 81 91 86 75% 22 22 22 22 22 22 22 22 22 22 22 22 22 22 113 102 101 111 108 112 108 109 109 103 107 103 113 1084:00 PM 45% 91 80 79 89 86 90 86 87 87 81 85 81 91 86 75% 22 22 22 22 22 22 22 22 22 22 22 22 22 22 113 102 101 111 108 112 108 109 109 103 107 103 113 1085:00 PM 75% 152 134 132 149 143 150 143 146 146 135 141 135 152 144 95% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 180 162 159 177 171 178 171 174 174 163 169 163 180 1726:00 PM 80% 162 143 141 159 152 160 152 156 156 144 151 144 162 154 95% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 190 171 168 187 180 188 180 184 184 172 179 172 190 1827:00 PM 80% 162 143 141 159 152 160 152 156 156 144 151 144 162 154 95% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 190 171 168 187 180 188 180 184 184 172 179 172 190 1828:00 PM 80% 162 143 141 159 152 160 152 156 156 144 151 144 162 154 95% 28 28 27 28 28 28 28 28 28 28 28 28 28 28 190 171 168 187 180 188 180 184 184 172 179 172 190 1829:00 PM 60% 122 107 106 120 115 121 115 117 117 109 113 109 122 116 80% 23 23 23 23 23 23 23 23 23 23 23 23 23 23 145 130 129 143 138 144 138 140 140 132 136 132 145 13910:00 PM 55% 112 99 97 110 105 111 105 108 108 100 104 100 112 106 65% 19 19 19 19 19 19 19 19 19 19 19 19 19 19 131 118 116 129 124 130 124 127 127 119 123 119 131 12511:00 PM 75% 152 134 132 149 143 150 143 146 146 135 141 135 152 144 65% 19 19 19 19 19 19 19 19 19 19 19 19 19 19 171 153 151 168 162 169 162 165 165 154 160 154 171 16312:00 AM 25% 51 45 44 50 48 50 48 49 49 45 47 45 51 48 35% 10 10 10 10 10 10 10 10 10 10 10 10 10 10 61 55 54 60 58 60 58 59 59 55 57 55 61 58Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.Appendix AFamily RestaurantFAMILY RESTAURANTWEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Guest Parking Demand16.864--Total Spaces1.001.001.001.0029Shared Parking DemandEmployee Parking Demand[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[2] Parking rates for all land uses based on City code.Emp. Spc.232203 Guest Spc.7.1.cPacket Pg. 90
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 10% 20 18 17 20 19 20 19 19 19 18 19 18 20 19 49% 14 14 14 14 14 14 14 14 14 14 14 14 14 14 34 32 31 34 33 34 33 33 33 32 33 32 34 337:00 AM 25% 51 45 44 50 48 50 48 49 49 45 47 45 51 48 74% 21 21 21 21 21 21 21 21 21 21 21 21 21 21 72 66 65 71 69 71 69 70 70 66 68 66 72 698:00 AM 44% 90 79 78 88 85 89 85 86 86 80 84 80 90 86 88% 25 25 25 25 25 25 25 25 25 25 25 25 25 25 115 104 103 113 110 114 110 111 111 105 109 105 115 1119:00 AM 69% 141 124 123 138 133 140 133 135 135 125 131 125 141 134 88% 25 25 25 25 25 25 25 25 25 25 25 25 25 25 166 149 148 163 158 165 158 160 160 150 156 150 166 15910:00 AM 88% 180 158 157 176 169 178 169 173 173 160 167 160 180 171 98% 27 27 26 27 27 27 27 27 27 27 27 27 27 27 207 185 183 203 196 205 196 200 200 187 194 187 207 19811:00 AM 88% 180 158 157 176 169 178 169 173 173 160 167 160 180 171 98% 27 27 26 27 27 27 27 27 27 27 27 27 27 27 207 185 183 203 196 205 196 200 200 187 194 187 207 19812:00 PM 98% 200 176 174 196 188 198 188 192 192 178 186 178 200 190 98% 27 27 26 27 27 27 27 27 27 27 27 27 27 27 227 203 200 223 215 225 215 219 219 205 213 205 227 2171:00 PM 84% 171 150 149 168 161 169 161 164 164 152 159 152 171 162 98% 27 27 26 27 27 27 27 27 27 27 27 27 27 27 198 177 175 195 188 196 188 191 191 179 186 179 198 1892:00 PM 64% 131 115 114 128 123 130 123 126 126 117 122 117 131 124 98% 27 27 26 27 27 27 27 27 27 27 27 27 27 27 158 142 140 155 150 157 150 153 153 144 149 144 158 1513:00 PM 39% 80 70 70 78 75 79 75 77 77 71 74 71 80 76 74% 21 21 21 21 21 21 21 21 21 21 21 21 21 21 101 91 91 99 96 100 96 98 98 92 95 92 101 974:00 PM 44% 90 79 78 88 85 89 85 86 86 80 84 80 90 86 74% 21 21 21 21 21 21 21 21 21 21 21 21 21 21 111 100 99 109 106 110 106 107 107 101 105 101 111 1075:00 PM 59% 120 106 104 118 113 119 113 115 115 107 112 107 120 114 93% 26 26 25 26 26 26 26 26 26 26 26 26 26 26 146 132 129 144 139 145 139 141 141 133 138 133 146 1406:00 PM 69% 141 124 123 138 133 140 133 135 135 125 131 125 141 134 93% 26 26 25 26 26 26 26 26 26 26 26 26 26 26 167 150 148 164 159 166 159 161 161 151 157 151 167 1607:00 PM 69% 141 124 123 138 133 140 133 135 135 125 131 125 141 134 93% 26 26 25 26 26 26 26 26 26 26 26 26 26 26 167 150 148 164 159 166 159 161 161 151 157 151 167 1608:00 PM 64% 131 115 114 128 123 130 123 126 126 117 122 117 131 124 93% 26 26 25 26 26 26 26 26 26 26 26 26 26 26 157 141 139 154 149 156 149 152 152 143 148 143 157 1509:00 PM 29% 59 52 51 58 55 58 55 57 57 53 55 53 59 56 79% 22 22 22 22 22 22 22 22 22 22 22 22 22 22 81 74 73 80 77 80 77 79 79 75 77 75 81 7810:00 PM 25% 51 45 44 50 48 50 48 49 49 45 47 45 51 48 64% 18 18 18 18 18 18 18 18 18 18 18 18 18 18 69 63 62 68 66 68 66 67 67 63 65 63 69 6611:00 PM 15% 31 27 27 30 29 31 29 30 30 28 29 28 31 29 64% 18 18 18 18 18 18 18 18 18 18 18 18 18 18 49 45 45 48 47 49 47 48 48 46 47 46 49 4712:00 AM 10% 20 18 17 20 19 20 19 19 19 18 19 18 20 19 34% 10 10 10 10 10 10 10 10 10 10 10 10 10 10 30 28 27 30 29 30 29 29 29 28 29 28 30 29Notes:Guest Spc.1.00Appendix AWEEKEND SHARED PARKING DEMAND ANALYSIS [1]Family RestaurantTotal Spaces[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.23228 Emp. Spc.1.001.0016.864--Guest Parking Demand1.00204Shared Parking DemandEmployee Parking DemandFAMILY RESTAURANT7.1.cPacket Pg. 91
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 5%1111111111111120%00000000000000111111111111117:00 AM 10%2222222222222220%00000000000000222222222222228:00 AM 20%3333333333333329%11111111111111444444444444449:00 AM 29%5445555555555539%111111111111116556666666666610:00 AM 54%9889999998989973%1111111111111110991010101010109109101011:00 AM 83% 13 11 11 13 12 13 13 13 13 12 12 12 12 12 98%22222222222222151313151415151515141414141412:00 PM 98% 16 14 14 16 15 16 16 16 16 15 15 15 15 15 98%2222222222222218161618171818181817171717171:00 PM 98% 16 14 14 16 15 16 16 16 16 15 15 15 15 15 98%2222222222222218161618171818181817171717172:00 PM 88% 14 12 12 14 13 14 14 14 14 13 13 13 13 13 93%2222222222222216141416151616161615151515153:00 PM 59%9889999998989969%111111111111111099101010101010910910104:00 PM 54%9889999998989959%111111111111111099101010101010910910105:00 PM 59%9889999998989969%111111111111111099101010101010910910106:00 PM 83% 13 11 11 13 12 13 13 13 13 12 12 12 12 12 88%2222222222222215131315141515151514141414147:00 PM 78% 12 10 10 12 11 12 12 12 12 11 12 11 12 11 88%2222222222222214121214131414141413141314138:00 PM 49%8778888887878859%11111111111111988999999898999:00 PM 29%5445555555555539%111111111111116556666666666610:00 PM 20%3333333333333329%111111111111114444444444444411:00 PM 10%2222222222222220%000000000000002222222222222212:00 AM 5%1111111111111120%0000000000000011111111111111Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.FAST-FOOD RESTAURANTWEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Appendix A101.754Shared Parking DemandEmployee Parking DemandGuest Parking Demand[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[2] Parking rates for all land uses based on City code.1.001.001.001.00Total SpacesFast-Food Restaurant1816 Guest Spc.2 Emp. Spc.7.1.cPacket Pg. 92
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 5%1111111111111115%00000000000000111111111111117:00 AM 10%2222222222222220%00000000000000222222222222228:00 AM 20%3333333333333330%11111111111111444444444444449:00 AM 30%5445555555555540%111111111111116556666666666610:00 AM 55%9889999998989975%22222222222222111010111111111111101110111111:00 AM 85% 14 12 12 14 13 14 14 14 14 13 13 13 13 13 100%22222222222222161414161516161616151515151512:00 PM 100% 16 14 14 16 15 16 16 16 16 15 15 15 15 15 100%2222222222222218161618171818181817171717171:00 PM 100% 16 14 14 16 15 16 16 16 16 15 15 15 15 15 100%2222222222222218161618171818181817171717172:00 PM 90% 14 12 12 14 13 14 14 14 14 13 13 13 13 13 95%2222222222222216141416151616161615151515153:00 PM 60% 10 9 9 10 10 10 10 10 10 9 10 9 10 10 70%1111111111111111101011111111111110111011114:00 PM 55%9889999998989960%111111111111111099101010101010910910105:00 PM 60% 10 9 9 10 10 10 10 10 10 9 10 9 10 10 70%1111111111111111101011111111111110111011116:00 PM 85% 14 12 12 14 13 14 14 14 14 13 13 13 13 13 90%2222222222222216141416151616161615151515157:00 PM 80% 13 11 11 13 12 13 13 13 13 12 12 12 12 12 90%2222222222222215131315141515151514141414148:00 PM 50%8778888887878860%11111111111111988999999898999:00 PM 30%5445555555555540%111111111111116556666666666610:00 PM 20%3333333333333330%111111111111114444444444444411:00 PM 10%2222222222222220%000000000000002222222222222212:00 AM 5%1111111111111120%0000000000000011111111111111Notes:[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.16 Guest Spc.Employee Parking DemandShared Parking Demand2 Emp. Spc.1.001.00Total Spaces18Guest Parking Demand1.001.00FAST-FOOD RESTAURANTAppendix AWEEKEND SHARED PARKING DEMAND ANALYSIS [1]Fast-Food Restaurant1.754107.1.cPacket Pg. 93
Appendix AHEALTH CLUB - CRUNCH FITNESS (JANUARY CONDITIONS)WEEKDAY SHARED PARKING DEMAND ANALYSISLand Use Crunch Fitness Health ClubSize 21.440 KSFPkg Rate[1] 9.01 /KSFGross 193 SpacesSpacesSharedTime % Of # Of Parkingof Day Peak [2] Spaces Demand6:00 AM 34% 66 667:00 AM 51% 98 988:00 AM 100% 193 1939:00 AM 91% 176 17610:00 AM 87% 168 16811:00 AM 77% 149 14912:00 PM 50% 97 971:00 PM 51% 98 982:00 PM 50% 97 973:00 PM 83% 160 1604:00 PM 94% 181 1815:00 PM 92% 178 1786:00 PM 95% 183 1837:00 PM 74% 143 1438:00 PM 55% 106 1069:00 PM -- -- --10:00 PM -- -- --11:00 PM -- -- --12:00 AM -- -- --Notes:[1] The parking rate is based on empirical ratio derived from [2] Percentages based on peak demand derived from 7.1.cPacket Pg. 94
Appendix AHEALTH CLUB - CRUNCH FITNESS (JANUARY CONDITIONS)WEEKEND SHARED PARKING DEMAND ANALYSISLand Use Crunch Fitness Health ClubSize 0.000 KSFPkg Rate[1] 9.01 /KSFGross 0 SpacesSpacesSharedTime % Of # Of Parkingof Day Peak [2] Spaces Demand6:00 AM -- -- --7:00 AM 4% 8 88:00 AM 23% 44 449:00 AM 29% 56 5610:00 AM 31% 60 6011:00 AM 32% 62 6212:00 PM 36% 69 691:00 PM 36% 69 692:00 PM 42% 81 813:00 PM 35% 68 684:00 PM 38% 73 735:00 PM 44% 85 856:00 PM 20% 39 397:00 PM -- -- --8:00 PM -- -- --9:00 PM -- -- --10:00 PM -- -- --11:00 PM -- -- --12:00 AM -- -- --Notes:[1] The parking rate is based on empirical ratio derived from [2] Percentages based on peak demand derived from 7.1.cPacket Pg. 95
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 0%000000000000003%44444444444443444444444444437:00 AM 1%0000000000000015%212121212121212020212121211721212121212121202021212121178:00 AM 20%2222222222222250%707070707070706767707070705672727272727272696972727272589:00 AM 60%7777777777777690%12512512512512512512511911912512512512510013213213213213213213212612613213213213210610:00 AM 100% 12 12 12 12 12 12 12 11 11 12 12 12 12 10 100% 139 139 139 139 139 139 139 132 132 139 139 139 139 111 151 151 151 151 151 151 151 143 143 151 151 151 151 12111:00 AM 45%55555555555554100% 139 139 139 139 139 139 139 132 132 139 139 139 139 111 144 144 144 144 144 144 144 137 137 144 144 144 144 11512:00 PM 15%2222222222222285%11811811811811811811811211211811811811894120120120120120120120114114120120120120961:00 PM 45%5555555555555485%11811811811811811811811211211811811811894123123123123123123123117117123123123123982:00 PM 95% 11 11 11 11 11 11 11 10 10 11 11 11 11 9 95% 132 132 132 132 132 132 132 125 125 132 132 132 132 106 143 143 143 143 143 143 143 135 135 143 143 143 143 1153:00 PM 45%5555555555555495%1321321321321321321321251251321321321321061371371371371371371371301301371371371371104:00 PM 15%2222222222222285%11811811811811811811811211211811811811894120120120120120120120114114120120120120965:00 PM 10%1111111111111160%838383838383837979838383836684848484848484808084848484676:00 PM 5%1111111111111125%353535353535353333353535352836363636363636343436363636297:00 PM 2%0000000000000015%212121212121212020212121211721212121212121202021212121178:00 PM 1%000000000000005%77777777777776777777777777769:00 PM 0%000000000000003%444444444444434444444444444310:00 PM 0%000000000000001%111111111111111111111111111111:00 PM 0%000000000000000%000000000000000000000000000012:00 AM 0%000000000000000%0000000000000000000000000000Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.Appendix AOfficeOFFICEWEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Guest Parking Demand60.3033Total Spaces1.001.001.001.00139Shared Parking DemandEmployee Parking Demand[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[2] Parking rates for all land uses based on City code.Emp. Spc.15112 Guest Spc.7.1.cPacket Pg. 96
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 0%000000000000000%00000000000000000000000000007:00 AM 2%000000000000002%33333333333332333333333333328:00 AM 6%111111111111116%88888888888886999999999999979:00 AM 8%111111111111118%111111111111111010111111119121212121212121111121212121010:00 AM 9%111111111111119%1313131313131312121313131310141414141414141313141414141111:00 AM 10%1111111111111110%1414141414141413131414141411151515151515151414151515151212:00 PM 9%111111111111119%131313131313131212131313131014141414141414131314141414111:00 PM 8%111111111111118%11111111111111101011111111912121212121212111112121212102:00 PM 6%111111111111116%88888888888886999999999999973:00 PM 4%000000000000004%66666666666665666666666666654:00 PM 2%000000000000002%33333333333332333333333333325:00 PM 1%000000000000001%11111111111111111111111111116:00 PM 1%000000000000001%11111111111111111111111111117:00 PM 0%000000000000000%00000000000000000000000000008:00 PM 0%000000000000000%00000000000000000000000000009:00 PM 0%000000000000000%000000000000000000000000000010:00 PM 0%000000000000000%000000000000000000000000000011:00 PM 0%000000000000000%000000000000000000000000000012:00 AM 0%000000000000000%0000000000000000000000000000Notes:Guest Spc.1.00Appendix AWEEKEND SHARED PARKING DEMAND ANALYSIS [1]OfficeTotal Spaces[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.151139 Emp. Spc.1.001.0060.3033Guest Parking Demand1.0012Shared Parking DemandEmployee Parking DemandOFFICE7.1.cPacket Pg. 97
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 0%000000000000000%00000000000000000000000000007:00 AM 0%0000000000000020%11111111111111111111111111118:00 AM 90% 11 11 11 11 11 11 11 10 10 11 11 11 11 9 100%6666666666666517171717171717161617171717149:00 AM 90% 11 11 11 11 11 11 11 10 10 11 11 11 11 9 100%66666666666665171717171717171616171717171410:00 AM 100% 12 12 12 12 12 12 12 11 11 12 12 12 12 10 100%66666666666665181818181818181717181818181511:00 AM 100% 12 12 12 12 12 12 12 11 11 12 12 12 12 10 100%66666666666665181818181818181717181818181512:00 PM 30%44444444444443100%666666666666651010101010101010101010101081:00 PM 90% 11 11 11 11 11 11 11 10 10 11 11 11 11 9 100%6666666666666517171717171717161617171717142:00 PM 100% 12 12 12 12 12 12 12 11 11 12 12 12 12 10 100%6666666666666518181818181818171718181818153:00 PM 100% 12 12 12 12 12 12 12 11 11 12 12 12 12 10 100%6666666666666518181818181818171718181818154:00 PM 90% 11 11 11 11 11 11 11 10 10 11 11 11 11 9 100%6666666666666517171717171717161617171717145:00 PM 80% 10 10 10 10 10 10 10 10 10 10 10 10 10 8 100%6666666666666516161616161616161616161616136:00 PM 67%8888888888888667%444444444444431212121212121212121212121297:00 PM 30%4444444444444330%22222222222222666666666666658:00 PM 15%2222222222222215%11111111111111333333333333339:00 PM 0%000000000000000%000000000000000000000000000010:00 PM 0%000000000000000%000000000000000000000000000011:00 PM 0%000000000000000%000000000000000000000000000012:00 AM 0%000000000000000%0000000000000000000000000000Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.Appendix AMedical/Dental OfficeMEDICAL/DENTAL OFFICEWEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Guest Parking Demand4.4334Total Spaces1.001.001.001.006Shared Parking DemandEmployee Parking Demand[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[2] Parking rates for all land uses based on City code.Emp. Spc.1812 Guest Spc.7.1.cPacket Pg. 98
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 0%000000000000000%00000000000000000000000000007:00 AM 0%0000000000000020%11111111111111111111111111118:00 AM 90% 11 11 11 11 11 11 11 10 10 11 11 11 11 9 100%6666666666666517171717171717161617171717149:00 AM 90% 11 11 11 11 11 11 11 10 10 11 11 11 11 9 100%66666666666665171717171717171616171717171410:00 AM 100% 12 12 12 12 12 12 12 11 11 12 12 12 12 10 100%66666666666665181818181818181717181818181511:00 AM 100% 12 12 12 12 12 12 12 11 11 12 12 12 12 10 100%66666666666665181818181818181717181818181512:00 PM 30%44444444444443100%666666666666651010101010101010101010101081:00 PM 0%000000000000000%00000000000000000000000000002:00 PM 0%000000000000000%00000000000000000000000000003:00 PM 0%000000000000000%00000000000000000000000000004:00 PM 0%000000000000000%00000000000000000000000000005:00 PM 0%000000000000000%00000000000000000000000000006:00 PM 0%000000000000000%00000000000000000000000000007:00 PM 0%000000000000000%00000000000000000000000000008:00 PM 0%000000000000000%00000000000000000000000000009:00 PM 0%000000000000000%000000000000000000000000000010:00 PM 0%000000000000000%000000000000000000000000000011:00 PM 0%000000000000000%000000000000000000000000000012:00 AM 0%000000000000000%0000000000000000000000000000Notes:Guest Spc.1.00Appendix AWEEKEND SHARED PARKING DEMAND ANALYSIS [1]Medical/Dental OfficeTotal Spaces[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.186 Emp. Spc.1.001.004.4334Guest Parking Demand1.0012Shared Parking DemandEmployee Parking DemandMEDICAL/DENTAL OFFICE7.1.cPacket Pg. 99
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 0%000000000000000%00000000000000000000000000007:00 AM 0%000000000000000%00000000000000000000000000008:00 AM 50%8888888888888860%7777777777777715151515151515151515151515159:00 AM 90% 14 14 14 14 14 14 14 14 14 14 14 14 14 14 100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 26 26 26 26 26 26 26 26 26 26 26 26 26 2610:00 AM 100% 16 16 16 16 16 16 16 16 16 16 16 16 16 16 100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 28 28 28 28 28 28 28 28 28 28 28 28 28 2811:00 AM 50%88888888888888100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 20 20 20 20 20 20 20 2012:00 PM 50%88888888888888100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 20 20 20 20 20 20 20 201:00 PM 50%88888888888888100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 20 20 20 20 20 20 20 202:00 PM 70% 11 11 11 11 11 11 11 11 11 11 11 11 11 11 100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 23 23 23 23 23 23 23 23 23 23 23 23 23 233:00 PM 50%88888888888888100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 20 20 20 20 20 20 20 204:00 PM 80% 13 13 13 13 13 13 13 13 13 13 13 13 13 13 100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 25 25 25 25 25 25 25 25 25 25 25 25 25 255:00 PM 100% 16 16 16 16 16 16 16 16 16 16 16 16 16 16 100% 12 12 12 12 12 12 12 12 12 12 12 12 12 12 28 28 28 28 28 28 28 28 28 28 28 28 28 286:00 PM 0%000000000000000%00000000000000000000000000007:00 PM 0%000000000000000%00000000000000000000000000008:00 PM 0%000000000000000%00000000000000000000000000009:00 PM 0%000000000000000%000000000000000000000000000010:00 PM 0%000000000000000%000000000000000000000000000011:00 PM 0%000000000000000%000000000000000000000000000012:00 AM 0%000000000000000%0000000000000000000000000000Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.Appendix ABankBANKWEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Guest Parking Demand8.4193Total Spaces1.001.001.001.0012Shared Parking DemandEmployee Parking Demand[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[2] Parking rates for all land uses based on City code.Emp. Spc.2816 Guest Spc.7.1.cPacket Pg. 100
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 0%000000000000000%00000000000000000000000000007:00 AM 0%000000000000000%00000000000000000000000000008:00 AM 20%4444444444444471%7777777777777711111111111111111111111111119:00 AM 32%6666666666666679%88888888888888141414141414141414141414141410:00 AM 59% 11 11 11 11 11 11 11 11 11 11 11 11 11 11 79%88888888888888191919191919191919191919191911:00 AM 79% 14 14 14 14 14 14 14 14 14 14 14 14 14 14 79%88888888888888222222222222222222222222222212:00 PM 71% 13 13 13 13 13 13 13 13 13 13 13 13 13 13 79%8888888888888821212121212121212121212121211:00 PM 0%000000000000000%00000000000000000000000000002:00 PM 0%000000000000000%00000000000000000000000000003:00 PM 0%000000000000000%00000000000000000000000000004:00 PM 0%000000000000000%00000000000000000000000000005:00 PM 0%000000000000000%00000000000000000000000000006:00 PM 0%000000000000000%00000000000000000000000000007:00 PM 0%000000000000000%00000000000000000000000000008:00 PM 0%000000000000000%00000000000000000000000000009:00 PM 0%000000000000000%000000000000000000000000000010:00 PM 0%000000000000000%000000000000000000000000000011:00 PM 0%000000000000000%000000000000000000000000000012:00 AM 0%000000000000000%0000000000000000000000000000Notes:Guest Spc.1.00Appendix AWEEKEND SHARED PARKING DEMAND ANALYSIS [1]BankTotal Spaces[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.2810 Emp. Spc.1.001.008.4193Guest Parking Demand1.0018Shared Parking DemandEmployee Parking DemandBANK7.1.cPacket Pg. 101
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%000000000000009%11111111111111111111111111117:00 AM 5%1111111111111114%11111111111111222222222222228:00 AM 14%4223333333334323%11111111111111533444444444549:00 AM 32%9556666676679841%211222222222221166888889889111010:00 AM 54% 15 9 9 11 10 11 11 11 11 10 10 11 15 13 68%43333333333344191212141314141414131314191711:00 AM 68% 18 11 11 13 12 13 13 13 13 12 12 14 18 15 86%53444444444455231415171617171717161618232012:00 PM 90% 24 14 15 17 16 17 17 17 18 16 17 18 24 20 90%5344444444445529171921202121212220212229251:00 PM 90% 24 14 15 17 16 17 17 17 18 16 17 18 24 20 90%5344444444445529171921202121212220212229252:00 PM 86% 23 14 14 16 15 17 17 16 17 15 16 17 23 20 90%5344444444445528171820192121202119202128253:00 PM 77% 21 12 13 15 14 15 15 15 15 14 14 16 21 18 90%5344444444445526151719181919191918182026234:00 PM 77% 21 12 13 15 14 15 15 15 15 14 14 16 21 18 90%5344444444445526151719181919191918182026235:00 PM 77% 21 12 13 15 14 15 15 15 15 14 14 16 21 18 90%5344444444445526151719181919191918182026236:00 PM 81% 22 13 13 15 15 16 16 15 16 15 15 17 22 19 90%5344444444445527161719192020192019192127247:00 PM 72% 19 11 12 13 13 14 14 13 14 13 13 14 19 16 90%5344444444445524141617171818171817171824218:00 PM 59% 16 9 10 11 11 12 12 11 12 11 11 12 16 14 81%5344444444445521121415151616151615151621199:00 PM 41% 116787888878811954%3222222222233314891091010101091011141210:00 PM 14%4223333333334336%211222222222226335555555556511:00 PM 5%1111111111111118%111111111111112222222222222212:00 AM 0%000000000000000%0000000000000000000000000000Notes:27 Guest Spc.6 Emp. Spc.33 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.1.001.00Appendix ASHOPPING CENTER (TYPICAL DAYS)WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Shopping Center (Typical Days)4.296--Guest Parking DemandEmployee Parking DemandShared Parking Demand1.001.007.1.cPacket Pg. 102
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%0000000000000010%11111111111111111111111111117:00 AM 5%1111111111111115%11111111111111222222222222228:00 AM 30%8556566665668740%32222222222333117787888878911109:00 AM 50% 13889999999910131175%53444444444455181112131313131313131314181610:00 AM 70% 18 11 11 13 12 13 13 13 13 12 12 14 18 15 85%64455555555566241515181718181818171719242111:00 AM 90% 23 14 14 16 15 17 17 16 17 15 16 17 23 20 95%75565666655677301919222023232223202123302712:00 PM 95% 25 15 15 18 17 18 18 18 18 17 17 19 25 21 100%7556566665567732202024222424242422222532281:00 PM 100% 26 15 16 18 17 19 19 18 19 17 18 20 26 22 100%7556566665567733202124222525242522232633292:00 PM 100% 26 15 16 18 17 19 19 18 19 17 18 20 26 22 100%7556566665567733202124222525242522232633293:00 PM 95% 25 15 15 18 17 18 18 18 18 17 17 19 25 21 100%7556566665567732202024222424242422222532284:00 PM 90% 23 14 14 16 15 17 17 16 17 15 16 17 23 20 100%7556566665567730191922202323222320212330275:00 PM 80% 21 12 13 15 14 15 15 15 15 14 14 16 21 18 95%7556566665567728171821192121212119192228256:00 PM 75% 20 12 12 14 13 14 14 14 15 13 14 15 20 17 85%6445555555556626161619181919192018192026237:00 PM 70% 18 11 11 13 12 13 13 13 13 12 12 14 18 15 80%6445555555556624151518171818181817171924218:00 PM 65% 17 10 10 12 11 12 12 12 12 11 12 13 17 14 75%5344444444445522131416151616161615161722199:00 PM 50% 13889999999910131165%53444444444455181112131313131313131314181610:00 PM 30%8556566665668745%322222222223331177878888789111011:00 PM 10%3222222222223315%111111111111114333333333334412:00 AM 0%000000000000000%0000000000000000000000000000Notes:33 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.1.001.001.001.0026 Guest Spc.7 Emp. Spc.WEEKEND SHARED PARKING DEMAND ANALYSIS [1]Shopping Center (Typical Days)4.296--Guest Parking DemandEmployee Parking DemandShared Parking DemandSHOPPING CENTER (TYPICAL DAYS)Appendix A7.1.cPacket Pg. 103
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%000000000000009%00000000000000000000000000007:00 AM 5%1111111111111114%00000000000000111111111111118:00 AM 14%1111111111111123%11111111111111222222222222229:00 AM 32%3222222222223341%111111111111114333333333334410:00 AM 54%5334344443345468%211222222222227446566665567611:00 AM 68%7445555555557686%32222222222333106677777777810912:00 PM 90%9556666676679890%322222222223331277888889881012111:00 PM 90%9556666676679890%322222222223331277888889881012112:00 PM 86%9556666676679890%322222222223331277888889881012113:00 PM 77%8556566665668790%32222222222333117787888878911104:00 PM 77%8556566665668790%32222222222333117787888878911105:00 PM 77%8556566665668790%32222222222333117787888878911106:00 PM 81%8556566665668790%32222222222333117787888878911107:00 PM 72%7445555555557690%3222222222233310667777777781098:00 PM 59%6444444444456581%21122222222222855666666667879:00 PM 41%4223333333334354%211222222222226335555555556510:00 PM 14%1111111111111136%111111111111112222222222222211:00 PM 5%1111111111111118%111111111111112222222222222212:00 AM 0%000000000000000%0000000000000000000000000000Notes:10 Guest Spc.3 Emp. Spc.13 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.1.001.00Appendix ASHOPPING CENTER (TYPICAL DAYS)WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Shopping Center (Typical Days)3.3284Guest Parking DemandEmployee Parking DemandShared Parking Demand1.001.007.1.cPacket Pg. 104
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%0000000000000010%00000000000000000000000000007:00 AM 5%1111111111111115%00000000000000111111111111118:00 AM 30%3222222222223340%11111111111111433333333333449:00 AM 50%5334344443345475%211222222222227446566665567610:00 AM 70%7445555555557685%32222222222333106677777777810911:00 AM 90%9556666676679895%3222222222233312778888898810121112:00 PM 95% 1066777777778109100%322222222223331388999999991113121:00 PM 100% 1066777777778109100%322222222223331388999999991113122:00 PM 100% 1066777777778109100%322222222223331388999999991113123:00 PM 95% 1066777777778109100%322222222223331388999999991113124:00 PM 90%95566666766798100%322222222223331277888889881012115:00 PM 80%8556566665668795%32222222222333117787888878911106:00 PM 75%8556566665668785%32222222222333117787888878911107:00 PM 70%7445555555557680%21122222222222955777777777988:00 PM 65%7445555555557675%21122222222222955777777777989:00 PM 50%5334344443345465%211222222222227446566665567610:00 PM 30%3222222222223345%111111111111114333333333334411:00 PM 10%1111111111111115%000000000000001111111111111112:00 AM 0%000000000000000%0000000000000000000000000000Notes:13 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.1.001.001.001.0010 Guest Spc.3 Emp. Spc.WEEKEND SHARED PARKING DEMAND ANALYSIS [1]Shopping Center (Typical Days)3.3284Guest Parking DemandEmployee Parking DemandShared Parking DemandSHOPPING CENTER (TYPICAL DAYS)Appendix A7.1.cPacket Pg. 105
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%111111111111119%21122222222222322333333333337:00 AM 5%5334344443345414%32222222222333855656666557878:00 AM 14% 14 8 9 10 9 10 10 10 10 9 10 11 14 12 23%5344444444445519111314131414141413141519179:00 AM 32% 31 18 19 22 21 22 22 22 23 20 21 24 31 26 41%96677777777899402425292829292930272832403510:00 AM 54% 52 31 32 36 35 37 37 36 38 34 36 40 52 44 68% 16 11 11 13 12 13 13 13 13 12 12 14 16 15 68 42 43 49 47 50 50 49 51 46 48 54 68 5911:00 AM 68% 66 39 40 46 44 48 48 46 48 44 46 50 66 56 86% 20 14 14 16 15 16 16 16 17 15 16 17 20 19 86 53 54 62 59 64 64 62 65 59 62 67 86 7512:00 PM 90% 87 51 53 61 58 63 63 61 64 57 60 66 87 74 90% 21 14 15 17 16 17 17 17 17 16 16 18 21 20 108 65 68 78 74 80 80 78 81 73 76 84 108 941:00 PM 90% 87 51 53 61 58 63 63 61 64 57 60 66 87 74 90% 21 14 15 17 16 17 17 17 17 16 16 18 21 20 108 65 68 78 74 80 80 78 81 73 76 84 108 942:00 PM 86% 83 49 51 58 56 60 60 58 61 55 57 63 83 71 90% 21 14 15 17 16 17 17 17 17 16 16 18 21 20 104 63 66 75 72 77 77 75 78 71 73 81 104 913:00 PM 77% 75 44 46 53 50 54 54 53 55 50 52 57 75 64 90% 21 14 15 17 16 17 17 17 17 16 16 18 21 20 96 58 61 70 66 71 71 70 72 66 68 75 96 844:00 PM 77% 75 44 46 53 50 54 54 53 55 50 52 57 75 64 90% 21 14 15 17 16 17 17 17 17 16 16 18 21 20 96 58 61 70 66 71 71 70 72 66 68 75 96 845:00 PM 77% 75 44 46 53 50 54 54 53 55 50 52 57 75 64 90% 21 14 15 17 16 17 17 17 17 16 16 18 21 20 96 58 61 70 66 71 71 70 72 66 68 75 96 846:00 PM 81% 79 47 48 55 53 57 57 55 58 52 55 60 79 67 90% 21 14 15 17 16 17 17 17 17 16 16 18 21 20 100 61 63 72 69 74 74 72 75 68 71 78 100 877:00 PM 72% 70 41 43 49 47 50 50 49 51 46 48 53 70 60 90% 21 14 15 17 16 17 17 17 17 16 16 18 21 20 91 55 58 66 63 67 67 66 68 62 64 71 91 808:00 PM 59% 57 34 35 40 38 41 41 40 42 38 39 43 57 48 81% 19 13 13 15 15 16 16 15 16 14 15 16 19 18 76 47 48 55 53 57 57 55 58 52 54 59 76 669:00 PM 41% 40 24 24 28 27 29 29 28 29 26 28 30 40 34 54% 1289991010101099101211523233373639393839353740524510:00 PM 14% 14 8 9 10 9 10 10 10 10 9 10 11 14 12 36%86666776766788221415161517171617151618222011:00 PM 5%5334344443345418%433333333333449667677776679812:00 AM 0%000000000000000%0000000000000000000000000000Notes:97 Guest Spc.23 Emp. Spc.120 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.1.001.00Appendix ASHOPPING CENTER (TYPICAL DAYS)WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Shopping Center (Typical Days)18.350--Guest Parking DemandEmployee Parking DemandShared Parking Demand1.001.007.1.cPacket Pg. 106
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%1111111111111110%21122222222222322333333333337:00 AM 5%5334344443345415%43333333333344966767777667988:00 AM 30% 29 17 18 20 19 21 21 20 21 19 20 22 29 25 40% 1077888888889101039242528272929282927283139359:00 AM 50% 48 28 29 34 32 35 35 34 35 32 33 36 48 41 75% 18 12 13 14 14 15 15 14 15 14 14 15 18 17 66 40 42 48 46 50 50 48 50 46 47 51 66 5810:00 AM 70% 67 40 41 47 45 48 48 47 49 44 46 51 67 57 85% 20 14 14 16 15 16 16 16 17 15 16 17 20 19 87 54 55 63 60 64 64 63 66 59 62 68 87 7611:00 AM 90% 86 51 52 60 58 62 62 60 63 57 59 65 86 73 95% 23 16 16 18 18 19 19 18 19 17 18 20 23 22 109 67 68 78 76 81 81 78 82 74 77 85 109 9512:00 PM 95% 91 54 56 64 61 66 66 64 66 60 63 69 91 77 100% 24 17 17 19 18 20 20 19 20 18 19 21 24 23 115 71 73 83 79 86 86 83 86 78 82 90 115 1001:00 PM 100% 96 57 59 67 64 69 69 67 70 63 66 73 96 82 100% 24 17 17 19 18 20 20 19 20 18 19 21 24 23 120 74 76 86 82 89 89 86 90 81 85 94 120 1052:00 PM 100% 96 57 59 67 64 69 69 67 70 63 66 73 96 82 100% 24 17 17 19 18 20 20 19 20 18 19 21 24 23 120 74 76 86 82 89 89 86 90 81 85 94 120 1053:00 PM 95% 91 54 56 64 61 66 66 64 66 60 63 69 91 77 100% 24 17 17 19 18 20 20 19 20 18 19 21 24 23 115 71 73 83 79 86 86 83 86 78 82 90 115 1004:00 PM 90% 86 51 52 60 58 62 62 60 63 57 59 65 86 73 100% 24 17 17 19 18 20 20 19 20 18 19 21 24 23 110 68 69 79 76 82 82 79 83 75 78 86 110 965:00 PM 80% 77 45 47 54 52 55 55 54 56 51 53 59 77 65 95% 23 16 16 18 18 19 19 18 19 17 18 20 23 22 100 61 63 72 70 74 74 72 75 68 71 79 100 876:00 PM 75% 72 42 44 50 48 52 52 50 53 48 50 55 72 61 85% 20 14 14 16 15 16 16 16 17 15 16 17 20 19 92 56 58 66 63 68 68 66 70 63 66 72 92 807:00 PM 70% 67 40 41 47 45 48 48 47 49 44 46 51 67 57 80% 19 13 13 15 15 16 16 15 16 14 15 16 19 18 86 53 54 62 60 64 64 62 65 58 61 67 86 758:00 PM 65% 62 37 38 43 42 45 45 43 45 41 43 47 62 53 75% 18 12 13 14 14 15 15 14 15 14 14 15 18 17 80 49 51 57 56 60 60 57 60 55 57 62 80 709:00 PM 50% 48 28 29 34 32 35 35 34 35 32 33 36 48 41 65% 16 11 11 13 12 13 13 13 13 12 12 14 16 15 64 39 40 47 44 48 48 47 48 44 45 50 64 5610:00 PM 30% 29 17 18 20 19 21 21 20 21 19 20 22 29 25 45% 11889899998991110402526292730302930272931403511:00 PM 10% 106677777777810915%433333333333441499101010101010101011141312:00 AM 0%000000000000000%0000000000000000000000000000Notes:120 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.1.001.001.001.0096 Guest Spc.24 Emp. Spc.WEEKEND SHARED PARKING DEMAND ANALYSIS [1]Shopping Center (Typical Days)18.350--Guest Parking DemandEmployee Parking DemandShared Parking DemandSHOPPING CENTER (TYPICAL DAYS)Appendix A7.1.cPacket Pg. 107
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 25%8778888887778850%3333333333333311101011111111111110101011117:00 AM 50% 16 14 14 16 15 16 15 15 15 14 15 14 16 15 75%4444444444444420181820192019191918191820198:00 AM 60% 19 17 17 19 18 19 18 18 18 17 18 17 19 18 90%5555555555555524222224232423232322232224239:00 AM 75% 24 21 21 24 23 24 23 23 23 21 22 21 24 23 90%55555555555555292626292829282828262726292810:00 AM 85% 27 24 23 26 25 27 25 26 26 24 25 24 27 26 100%55555555555555322928313032303131293029323111:00 AM 90% 29 26 25 28 27 29 27 28 28 26 27 26 29 28 100%55555555555555343130333234323333313231343312:00 PM 100% 32 28 28 31 30 32 30 31 31 28 30 28 32 30 100%5555555555555537333336353735363633353337351:00 PM 90% 29 26 25 28 27 29 27 28 28 26 27 26 29 28 100%5555555555555534313033323432333331323134332:00 PM 50% 16 14 14 16 15 16 15 15 15 14 15 14 16 15 100%5555555555555521191921202120202019201921203:00 PM 45% 14 12 12 14 13 14 13 13 13 12 13 12 14 13 75%4444444444444418161618171817171716171618174:00 PM 45% 14 12 12 14 13 14 13 13 13 12 13 12 14 13 75%4444444444444418161618171817171716171618175:00 PM 75% 24 21 21 24 23 24 23 23 23 21 22 21 24 23 95%5555555555555529262629282928282826272629286:00 PM 80% 26 23 23 25 24 26 24 25 25 23 24 23 26 25 95%5555555555555531282830293129303028292831307:00 PM 80% 26 23 23 25 24 26 24 25 25 23 24 23 26 25 95%5555555555555531282830293129303028292831308:00 PM 80% 26 23 23 25 24 26 24 25 25 23 24 23 26 25 95%5555555555555531282830293129303028292831309:00 PM 60% 19 17 17 19 18 19 18 18 18 17 18 17 19 18 80%44444444444444232121232223222222212221232210:00 PM 55% 18 16 16 18 17 18 17 17 17 16 17 16 18 17 65%33333333333333211919212021202020192019212011:00 PM 75% 24 21 21 24 23 24 23 23 23 21 22 21 24 23 65%33333333333333272424272627262626242524272612:00 AM 25%8778888887778835%2222222222222210991010101010109991010Notes:[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.1.001.00Appendix AFAMILY RESTAURANTWEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Family Restaurant3.585--Guest Parking DemandEmployee Parking DemandShared Parking Demand1.001.0032 Guest Spc.5 Emp. Spc.37 Total Spaces[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.7.1.cPacket Pg. 108
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 10%3333333333333349%22222222222222555555555555557:00 AM 25%8778888887778874%4444444444444412111112121212121211111112128:00 AM 44% 14 12 12 14 13 14 13 13 13 12 13 12 14 13 88%4444444444444418161618171817171716171618179:00 AM 69% 22 19 19 22 21 22 21 21 21 20 20 20 22 21 88%44444444444444262323262526252525242424262510:00 AM 88% 28 25 24 27 26 28 26 27 27 25 26 25 28 27 98%55555555555555333029323133313232303130333211:00 AM 88% 28 25 24 27 26 28 26 27 27 25 26 25 28 27 98%55555555555555333029323133313232303130333212:00 PM 98% 31 27 27 30 29 31 29 30 30 28 29 28 31 29 98%5555555555555536323235343634353533343336341:00 PM 84% 27 24 23 26 25 27 25 26 26 24 25 24 27 26 98%5555555555555532292831303230313129302932312:00 PM 64% 20 18 17 20 19 20 19 19 19 18 19 18 20 19 98%5555555555555525232225242524242423242325243:00 PM 39% 12 11 10 12 11 12 11 12 12 11 11 11 12 11 74%4444444444444416151416151615161615151516154:00 PM 44% 14 12 12 14 13 14 13 13 13 12 13 12 14 13 74%4444444444444418161618171817171716171618175:00 PM 59% 19 17 17 19 18 19 18 18 18 17 18 17 19 18 93%5555555555555524222224232423232322232224236:00 PM 69% 22 19 19 22 21 22 21 21 21 20 20 20 22 21 93%5555555555555527242427262726262625252527267:00 PM 69% 22 19 19 22 21 22 21 21 21 20 20 20 22 21 93%5555555555555527242427262726262625252527268:00 PM 64% 20 18 17 20 19 20 19 19 19 18 19 18 20 19 93%5555555555555525232225242524242423242325249:00 PM 29%9889898998889979%44444444444444131212131213121313121212131310:00 PM 25%8778888887778864%33333333333333111010111111111111101010111111:00 PM 15%5445555554545564%333333333333338778888887878812:00 AM 10%3333333333333334%2222222222222255555555555555Notes:WEEKEND SHARED PARKING DEMAND ANALYSIS [1]Appendix AFAMILY RESTAURANTFamily Restaurant3.585--Guest Parking DemandEmployee Parking DemandShared Parking Demand1.001.001.001.0032 Guest Spc.5 Emp. Spc.37 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.7.1.cPacket Pg. 109
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%000000000000009%00000000000000000000000000007:00 AM 5%0000000000000014%00000000000000000000000000008:00 AM 14%1111111111111123%00000000000000111111111111119:00 AM 32%2111111111122241%111111111111113222222222233310:00 AM 54%4223333333334368%111111111111115334444444445411:00 AM 68%5334344443345486%211222222222227446566665567612:00 PM 90%6444444444456590%21122222222222855666666667871:00 PM 90%6444444444456590%21122222222222855666666667872:00 PM 86%6444444444456590%21122222222222855666666667873:00 PM 77%5334344443345490%21122222222222744656666556764:00 PM 77%5334344443345490%21122222222222744656666556765:00 PM 77%5334344443345490%21122222222222744656666556766:00 PM 81%6444444444456590%21122222222222855666666667877:00 PM 72%5334344443345490%21122222222222744656666556768:00 PM 59%4223333333334381%21122222222222633555555555659:00 PM 41%3222222222223354%111111111111114333333333334410:00 PM 14%1111111111111136%111111111111112222222222222211:00 PM 5%0000000000000018%000000000000000000000000000012:00 AM 0%000000000000000%0000000000000000000000000000Notes:7 Guest Spc.2 Emp. Spc.9 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.1.001.00Appendix ASHOPPING CENTER (TYPICAL DAYS)WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]Shopping Center (Typical Days)2.1954Guest Parking DemandEmployee Parking DemandShared Parking Demand1.001.007.1.cPacket Pg. 110
Land UseSizeKSFPkg Rate[2]/KSFMode AdjustNon-Captive RatioGrossSpacesTime% Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec % Of Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Dec Peak Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec L. Decof DayPeak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Peak [3] Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces Spaces6:00 AM 1%0000000000000010%00000000000000000000000000007:00 AM 5%0000000000000015%00000000000000000000000000008:00 AM 30%2111111111122240%11111111111111322222222223339:00 AM 50%4223333333334375%211222222222226335555555556510:00 AM 70%5334344443345485%211222222222227446566665567611:00 AM 90%6444444444456595%211222222222228556666666678712:00 PM 95%74455555555576100%21122222222222955777777777981:00 PM 100%74455555555576100%21122222222222955777777777982:00 PM 100%74455555555576100%21122222222222955777777777983:00 PM 95%74455555555576100%21122222222222955777777777984:00 PM 90%64444444444565100%21122222222222855666666667875:00 PM 80%6444444444456595%21122222222222855666666667876:00 PM 75%5334344443345485%21122222222222744656666556767:00 PM 70%5334344443345480%21122222222222744656666556768:00 PM 65%5334344443345475%21122222222222744656666556769:00 PM 50%4223333333334365%111111111111115334444444445410:00 PM 30%2111111111122245%111111111111113222222222233311:00 PM 10%1111111111111115%000000000000001111111111111112:00 AM 0%000000000000000%0000000000000000000000000000Notes:9 Total Spaces[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020.[2] Parking rates for all land uses based on City code.[3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.1.001.001.001.007 Guest Spc.2 Emp. Spc.WEEKEND SHARED PARKING DEMAND ANALYSIS [1]Shopping Center (Typical Days)2.1954Guest Parking DemandEmployee Parking DemandShared Parking DemandSHOPPING CENTER (TYPICAL DAYS)Appendix A7.1.cPacket Pg. 111
N:\4600\2234652 - Club Pilates at Diamond Hills Plaza, Diamond Bar\Report\4652 Club Pilates at Diamond Hills Plaza Parking Demand Analysis 06-22-2023.doc
APPENDIX B
EXISTING DIAMOND HILLS PLAZA PARKING DEMAND COUNTS
7.1.c
Packet Pg. 112
Diamond BarDiamond Hills PlazaSouthwest Corner of Diamond Bar Boulevard and Fountain Springs RoadFriday, March 17th, 2023LotEF HMSpace Type Regular HC Regular HC Regular HC 20 Min. Regular HC Regular Regular Regular HC 20 Min. Loading Regular Regular HCClean Air VehicleRegular HC Regular HC Workers Regular HC 20 Min. Regular Regular Tesla EV‐GO Employees TotalSpaces 52 1 15 2 49 1 13 89 2 60 120 35 2 2‐82 10 2 3 78 2 21 2‐632683922561119328:00 AM17 0 1040015093610010710024000011152212301619:00 AM33 0 11 1 14 0 0 41 1 16 66 30 0 0 0 1050245100113215571232210:00 AM35 0 5 0 26 0 6 49 1 19 75 32 0 0 0 21802580001322598100540011:00 AM41 0 2 0 33 0 8 55 2 26 88 33 0 0 0 27702630000353212960646012:00 PM41 0 3 0 35 0 8 75 2 2810823 2 1 1 36803510100472813914395131:00 PM40 0 2 0 39 1 8 66 2 2910235 2 1 0 42403530000583415914075212:00 PM48 0 4 0 38 1 7 67 1 3611032 0 0 1 3460258100028331583075223:00 PM44 0 6 0 42 0 6 65 1 3610532 0 0 0 37100363000048542386285634:00 PM41 1 14 0 41 0 7 72 2 32 91 32 0 1 0 3650259000026552285275435:00 PM39 1 7 0 45 0 13 73 1 3010424 0 0 0 3420245000047501754175156:00 PM33 0 7 0 38 0 11 56 0 2610610 2 0 0 2900029000044525410154327:00 PM17 0 1026054802210271102620015000025403310123398:00 PM11 0 10190636019837000130001000002526237102519:00 PM1 0 108101701151400050006000011241281014310:00 PM0 0 104006041420004000100000070040047NIJK LABCD GCounts Unlimited, Inc.PO Box 1178Corona, CA 92878951-268-62687.1.cPacket Pg. 113
Diamond BarDiamond Hills PlazaSouthwest Corner of Diamond Bar Boulevard and Fountain Springs RoadSaturday, March 18th, 2023LotEF HMSpace Type Regular HC Regular HC Regular HC 20 Min. Regular HC Regular Regular Regular HC 20 Min. Loading Regular Regular HCClean Air VehicleRegular HC Regular HC Workers Regular HC 20 Min. Regular Regular Tesla EV‐GO Employees TotalSpaces 52 1 15 2 49 1 13 89 2 60 120 36 2 2‐82 10 2 3 78 2 20 2‐6 32 68 39 2 25 6 111 9328:00 AM8 0 0030019064030003000110000018028101139:00 AM11 0 0 0 16 0 5 38 1 13 50 12 0 0 01260129000021162250122310:00 AM21 0 0 0 25 1 7 53 0 16 85 21 1 0 020511311001412735110634711:00 AM24 0 1 0 32 0 9 66 0 27 88 23 1 1 040902341000610384661943812:00 PM22 0 1 0 41 1 9 87 1 3910529 1 1 05071125000067432615195101:00 PM32 0 0 0 36 1 9 78 0 4410623 1 0 03662225000066382593104802:00 PM24 0 0 0 37 0 7 67 0 3810213 0 1 0323002700006636277294263:00 PM25 0 0 0 33 0 10 73 0 37 92 11 0 0 02310026000059373411294114:00 PM24 1 00330125804388900027200220000654526141104085:00 PM18 0 00240553023809000231002100006333249093236:00 PM15 0 002305550298990002300040000056321313173567:00 PM13 0 00120541022859000270007000055331212152858:00 PM8 0 0011013701371801017000700005622029102199:00 PM0 0 00601220625601070004000040170290011010:00 PM0 0 00300506112000300020000101100100054NKABCD G IJ LCounts Unlimited, Inc.PO Box 1178Corona, CA 92878951-268-62687.1.cPacket Pg. 114
Diamond BarDiamond Hills PlazaSouthwest Corner of Diamond Bar Boulevard and Fountain Springs RoadMonday, March 20th, 2023LotEF HMSpace Type Regular HC Regular HC Regular HC 20 Min. Regular HC Regular Regular Regular HC 20 Min. Loading Regular Regular HCClean Air VehicleRegular HC Regular HC Workers Regular HC 20 Min. Regular Regular Tesla EV‐GO Employees TotalSpaces 52 1 15 2 49 1 13 89 2 60 120 36 2 2‐82 10 2 3 78 2 20 2‐6 32 68 39 2 25 6 111 9328:00 AM18 0 40000404291200050001500001219138151319:00 AM29 0110900251136226010930241220030305290428910:00 AM31 0 4 0 16 0 6 38 2 19 80 30 0 1 014902451100462974911036911:00 AM31 0 3 0 25 0 9 50 1 25 79 33 0 1 01580348110057321061001341612:00 PM34 0 4 0 29 0 9 57 1 3011335 1 1 22460338210064398570124711:00 PM33 0 2 0 31 1 10 50 1 27 95 34 1 0 227513471200443710581134552:00 PM36 0 2 0 33 1 10 65 2 25 89 33 0 0 123403572200483712541114703:00 PM37 0 3 1 33 1 7 71 2 32 96 31 0 0 023631622200674815590115144:00 PM32 0 7 0 32 1 8 71 2 3210031 0 0 0285316413006104815560115225:00 PM31 0 12 1 40 0 13 62 1 2511124 0 0 021413421100564218380114866:00 PM21 0 60340105002710840002000024010047467220113847:00 PM11 0 002405380181075010180001900004643228073188:00 PM10 0 00140624014943000100001200004325228052369:00 PM5 0 00302190468200030005000043282071115710:00 PM2 0 20201100137000030002000001212060191NKABCD G IJ LCounts Unlimited, Inc.PO Box 1178Corona, CA 92878951-268-62687.1.cPacket Pg. 115
Project Status Report CITY OF DIAMOND BAR
August 22, 2023 COMMUNITY DEVELOPMENT DEPARTMENT
LEGEND PH = PUBLIC HEARING
AP = ASSIGNED PLANNER
PC = PLANNING COMMISSION
CC = CITY COUNCIL
PROPERTY LOCATION
PLANNING COMMISSION REVIEW File # AP Applicant PC
8/22/23
CC
9/5/23
PC
9/12/23
CC
9/19/23
PC
9/26/23
CC
10/3/23
21349 Cold Springs
(Pilates Fitness Studio)
CUP PL2023-32 MN Roger Chan for
Almond Health LLC
PH
ADMINISTRATIVE REVIEW
Property Location AP Applicant
None
PENDING ITEMS
Property Location File # AP Applicant Status
1625 Bears Den Rd.
(Addition to single-family residence)
DR PL2021-01 MN Pete Volbeda Fourth incomplete letter sent 5/2/2023 – waiting for additional
information
1198 Chisolm Trail Dr.
(New single-family residence)
DR PL2021-51 DT Michael Wu Under Review
1200 Chisolm Trail Dr.
(New single-family residence)
DR PL2023-5 DT James Coane First incomplete letter sent 3/21/23 – waiting for additional information
2725 Clear Creek
(New Single-Family Residence)
DR PL2022-74 DT Diane Shi First incomplete letter sent 9/15/22 – waiting for additional information
1519 Derringer Lane
(New Single-Family Residence)
DR PL2022-112 DT David Senft Third incomplete letter sent 8/2/23 – waiting for additional information
2001 Derringer Lane
(2-lot subdivision)
TPM 83036
PL2021-46
MN Gurbachan S. Juneja Under Review
2845 Diamond Bar Blvd.
(Renovation of car wash)
DR CUP PL2023-15 MN Jeff Liederman Second incomplete letter sent 7/20/23 – waiting for additional information
Gentle Springs Ln. and
S. Prospectors Rd.
GPA, ZC, VTTM, DR
PL2021-23
GL Tranquil Garden LLC First incomplete letter sent 4/16/21 – waiting for additional information
1137 Grand Avenue
(Dance studio)
DR CUP PL2023-60 DT Anjelica Gacutan-
Viloria
Under Review
2234 Indian Creek Rd.
(New single-family residence)
DR PL2020-159 MN Jeffrey Sun Second incomplete letter sent 9/30/21 – waiting for additional information
2330 Indian Creek Rd.
(New single-family residence)
DR TP PL2023-53 MN Michael Wang First incomplete letter sent 7/26/23 – waiting for additional information
9.1
Packet Pg. 116
Project Status Report CITY OF DIAMOND BAR Page 2
August 22, 2023
PENDING ITEMS (continued)
Property Location File # AP Applicant Status
22909 Lazy Trail Rd.
(Addition and remodel to single family
residence)
DR, MCUP PL2021-05 DT Walt Patroske Fifth incomplete letter sent 5/1/23 - waiting for additional information
24167 Lodge Pole Road
(Addition to single family residence)
DR PL2023-10 DT Soledad Corona Under Review
1829 Los Cerros Drive
(Addition and remodel to single-family
residence)
DR PL2023-46 DT Patrick O'Donnell First incomplete letter sent 7/12/23 - waiting for additional information
2235 Morning Canyon Rd.
(20-unit condos)
TTM 83836, DR, TP
PL2022-89
MN Samir M. Khoury Second Incomplete Letter Sent 04/28/23 – waiting for additional
information
23901 Ridge Line (2-lot Subdivision) TPM PL2022-119 DT Pete Volbeda First incomplete letter sent 1/26/23 – waiting for additional information
Development Code Amendment
(Code cleanup)
DCA PL2022-59 MN/GL City of Diamond Bar Under Review
Supportive Housing, Low Barrier
Navigation Centers and Large
Residential Care Facilities
(Development Code Amendment)
DCA PL2023-38 GL City of Diamond Bar Under Review
SB9 Ordinance DCA PL2019-43 MN City of Diamond Bar Under Review
Walnut Valley Unified School District
(Billboard Ordinance)
DCA PL2021-43 DT/GL WVUSD Under Review
9.1
Packet Pg. 117
CITY OF DIAMOND BAR
NOTICE OF PUBLIC MEETING
AND AFFIDAVIT OF POSTING
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
CITY OF DIAMOND BAR
I, Stella Marquez, Administrative Coordinator for the City of Diamond Bar, CA, declare as
follows:
I hereby certify, under penalty of perjury under the laws of the State of California that on
August 18, 2023, 1 posted the August 22, 2023, Planning Commission Agenda, pursuant
to Government Code Section 54950 et.seq., at the following locations:
SCAOMD/Government Center, 21865 Copley Drive, Diamond Bar, CA
Heritage Park, 2900 Brea Canyon Road, Diamond Bar, CA
Diamond Bar City Hall, 21810 Copley Drive, Diamond Bar, CA
City website: www.diamondbarca.gov
Diamond Bar Library, 21800 Copley Drive, Diamond Bar, CA
Executed on August 18, 2023, at Diamond Bar, California.
Stella Marquez
Community Developmen t.