Santa Ana City Council
July 19, 2022

SCG parcel. The remainder of the alley easement will continue to allow the public access between Second Street and the private parking lot.

Utilities, other government agencies, and City agencies have been advised of the alley easement vacation. In addition, in order to restrict enclosure of the vacated space, Corbiz would be required to record a covenant to prohibit new structures and maintain the area as open space before the vacation of the streets becomes effective. The final vacation resolution to be considered for adoption by the City Council will include this condition.

California Government Code Section 65402 (Restrictions on Acquisition and Disposal of Real Property) requires a Planning Commission to review and approve certain actions related to City property. Actions related to acquiring, using, or disposing of public property require the Planning Commission to review the proposed use for conformity with the General Plan. Planning Commission Resolution No 2022-xx finds the vacation conforms to the General Plan (Exhibit 3).

The recommended action adopts a resolution (Exhibit 4) of the City Council’s intent to vacate the streets and sets a public hearing date for August 16, 2022, at which time the order to vacate may be approved by the City Council.

ENVIRONMENTAL IMPACT
In accordance with the California Environmental Quality Act, the recommended actions are exempt from further review. Categorical Exemption Environmental Review No. ER2022-59 will be filed for this project.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Street Vacation Vicinity Map

2. Street Vacation Location Map

3. Planning Commission Resolution

4. Resolution of Intent
Submitted By: Nabil Saba, P.E., Executive Director – Public Works Agency Approved By: Kristine Ridge, City Manager
City Council 30 – 2 7/19/2022
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EXHIBIT 1
VACATE PORTION OF ALLEY - ABANDONMENT NO.
21-01: NORTH OF SECOND STREET
BETWEEN BROADWAY AND SYCAMORE STREET PAGE 1 OF 1
City Council 30 – 3 7/19/2022
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DIMENSIONS:

LEGEND:
tV/21 ABANDONMENT AREA, PORTION OF ALLEY

NORTH OF SECOND STREET BETWEEN

BROADWAY AND SYCAMORE STREET
A = 11. 75'
B = 79.06'
C = 14. 50'
D = 93.56'
E=11.83'

SANTA ANA
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Pl& IC IOll&S AGtNCT
VACATION AREA = 932 SF
EXHIBIT 2
ABANDONMENT NO. 21-01g

INTENT TO VACATE PORTION OF ALLEY
City Council 30 – 4 7/19/2022
Resolution No. 2022-21

RESOLUTION NO. 2022-21

A RESOLUTION OF THE PLANNING COMMISSION OF

THE CITY OF SANTA ANA DETERMINING GENERAL

PLAN CONFORMITY FOR THE VACATION OF A

PORTION OF ALLEY NORTH OF SECOND STREET

BETWEEN NORTH BROADWAY AND SYCAMORE
STREET
WHEREAS, California Streets and Highways Code Section 8300 et seq. authorizes the City of Santa Ana to vacate all or any portion of any street or highway within its boundaries and under its jurisdiction to terminate the public’s right to use such street; and
WHEREAS, pursuant to California Government Code section 65042(a), street vacations must first be submitted to and reported upon by the Planning Commission for conformance with the General Plan; and
WHEREAS, the City desires to vacate its interest in a portion of alley north of Second Street between North Broadway and Sycamore Street, as shown on Exhibit A (“Vacation Area”); and
WHEREAS, the Vacation Area is a portion of north-south aligned, dead-end alley located immediately adjacent to the Southern Counties Gas Company Building at 207 West Second Street, which is owned by Corbiz, LLC; and WHEREAS, pursuant to an earlier right-of-entry and license agreement between the City and Corbiz, Corbiz has renovated the Vacation Area to include an outdoor patio space and other improvements; and
WHEREAS, prior to the construction of the improvements, the alley space had been underutilized and subject to criminal activity and trash accumulation; and WHEREAS, Corbiz has requested that the City vacate the alley space because of the long-term nature of the patio improvements and the absence of the need to use the alley for public access; and
WHEREAS, the Vacation Area is unnecessary for present or prospective public use, as determined by the City’s Public Works Agency; and WHEREAS, by separate City Council action and following a finding of conformity with the City’s General Plan by the Planning Commission, the City desires to vacate the Vacation Area.

City Council 30 – 5 7/19/2022
Resolution No. 2022-21

NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Santa Ana as follows:

Section 1. The Planning Commission hereby determines that the proposed vacation of the Vacation Area, as shown on Exhibit A, is in conformance with the City’s 2022 General Plan. This decision is based upon the Request for Planning Commission Action dated June 13, 2022, and exhibits attached thereto, and the public testimony, written and oral, all of which are incorporated herein by this reference.

Section 2. The proposed vacation of the Vacation Area is exempt from review under the California Environmental Quality Act pursuant to section 15061(b)(3) of the State CEQA Guidelines because it can be seen with certainty that there is no possibility that it will have a significant impact on the environment. The proposed vacation is also exempt from CEQA review under section 15305(c) (minor alterations in land use limitations) of the State CEQA Guidelines.

ADOPTED this ____ day of June, 2022.

AYES: Commissioners:

NOES: Commissioners:

ABSENT: Commissioners:

ABSTENTIONS: Commissioners:
______________________
Bao Pham
Vice-Chairperson
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:________________________
John M. Funk
Chief Assistant City Attorney
ALDERETE, CALDERON, MCLOUGHLIN, PHAM, WOO (5)
RAMOS (1)
MORRISSEY (1)
City Council 30 – 6 7/19/2022
Resolution No. 2022-21

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, SARAH BERNAL, Acting Recording Secretary, do hereby attest to and certify the attached Resolution No. 2022-21 to be the original resolution adopted by the Planning Commission of the City of Santa Ana on June 13, 2022.

Date: ________________ ____________________________________ Recording Secretary
City of Santa Ana

06.20.2022
City Council 30 – 7 7/19/2022
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DIMENSIONS:

LEGEND:
tV/21 ABANDONMENT AREA, PORTION OF ALLEY

NORTH OF SECOND STREET BETWEEN

BROADWAY AND SYCAMORE STREET
A = 11. 75'
B = 79.06'
C = 14. 50'
D = 93.56'
E=11.83'

SANTA ANA
■
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1 1
Pl& IC IOll&S AGtNCT
VACATION AREA = 932 SF

EXHIBIT A
ABANDONMENT NO. 22-01g

INTENT TO VACATE PORTION OF ALLEY
City Council 30 – 8 7/19/2022
Resolution No. 2022-XXX

RESOLUTION NO. 2022-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA DECLARING ITS INTENTION TO VACATE A

PORTION OF ALLEY NORTH OF SECOND STREET

BETWEEN NORTH BROADWAY AND SYCAMORE STREET
(ABANDONMENT NO. 21-01)

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS:

Section 1. The City Council of the City of Santa Ana hereby finds, determines, and declares as follows:

A. In accordance with Chapter 3 of Part 3 of Division 9 of the California Streets and Highways Code, the City Council of the City of Santa Ana hereby declares its intention to vacate a portion of alley north of Second Street between North Broadway and Sycamore Street, as shown on Exhibit A.

B. Notice is hereby given that on August 16, 2022, at 5:45 P.M. or as soon as possible thereafter, in the Santa Ana City Council Chambers, 22 Civic Center Plaza, Santa Ana, California, a public hearing will be held by the City Council at which time any and all persons interested in or objecting to the proposed vacation described above may appear and be heard.

Section 2. The Clerk of the Council is hereby directed to cause notice of the above-referenced hearing to be published twice, once in each of the two successive weeks prior to the above-referenced hearing, in a newspaper of general circulation in the City.

Section 3. The Executive Director of the Public Works Agency is hereby directed to post conspicuously, in the manner prescribed by law, notice of vacation, containing the statement of the day, hour, and place of hearing set forth above, and describing the areas to be vacated, at least two weeks before the day set for said hearing.

Section 4. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution.

ADOPTED this ____ day of ___________________, 2022.

Vicente Sarmiento
Mayor
EXHIBIT 4
City Council 30 – 9 7/19/2022
Resolution No. 2022-XXX

APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:

John M. Funk
Chief Assistant City Attorney
AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
NOT PRESENT: Councilmembers

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Daisy Gomez, Clerk of the Council, do hereby certify the attached Resolution No. 2022 -_____ to be the original resolution adopted by the City Council of the City of Santa Ana on _____________________, 2022.

Date:

Clerk of the Council
City of Santa Ana
City Council 30 – 10 7/19/2022
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DIMENSIONS:

LEGEND:
tV/21 ABANDONMENT AREA, PORTION OF ALLEY

NORTH OF SECOND STREET BETWEEN

BROADWAY AND SYCAMORE STREET
A = 11. 75'
B = 79.06'
C = 14. 50'
D = 93.56'
E=11.83'

SANTA ANA
■
pwA 1
1 1
Pl& IC IOll&S AGtNCT
VACATION AREA = 932 SF

EXHIBIT A
ABANDONMENT NO. 21-01g

INTENT TO VACATE PORTION OF ALLEY
City Council 30 – 11 7/19/2022
Planning and Building Agency
www.santa-ana.org/planning-and-building
Item # 31
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
July 19, 2022
TOPIC: First Extension of Entitlements for the Central Pointe Mixed-Use Development to be Located at 1801 East Fourth Street
AGENDA TITLE:

First Extension of Site Plan Review No. 2020-04 for the Central Pointe Mixed-Use Project to be Located at 1801 East Fourth Street

RECOMMENDED ACTION
Adopt a resolution approving a one-year extension of Site Plan Review No. 2020-04 to November 9, 2023.

DISCUSSION
On November 9, 2020, the Planning Commission unanimously approved Site Plan Review (SPR) No. 2020-04 by adopting Resolution No. 2020-38 for the Central Pointe mixed-use development, which consists of 644 residential units and 15,130 square feet of commercial space for the property located at 1801 East Fourth Street in the Metro East Mixed Use (MEMU) Overlay Zone.

On November 19, 2020, two appeals to the project were filed by separate parties, Appeal Nos. 2020-03 and 2020-04. Both appeal applications were subsequently withdrawn on February 12 and 16, 2022, respectively. Pursuant to Section 8.4 of the Metro East Mixed Use (MEMU) Overlay Zone document, Site Plan Review approvals must be exercised within two years of approval unless the City Council by resolution extends the date on which a MEMU Site Plan Review becomes void for a period or periods not exceeding three years.

As a result of the global Covid-19 pandemic, the California Legislature approved AB 1561, which extended entitlements that were effective prior to March 4, 2020, and that were set to expire before December 31, 2021. Due to the various dates of approval and expiration on November 9, 2020 and November 9, 2022, AB 1561 does not apply to the subject entitlement. Therefore, an extension by the City Council pursuant to Section 8.4 of the MEMU Overlay Zone is being requested by the applicant. Due to difficulties stemming from the global COVID-10 pandemic in securing funding, labor, and construction materials, the applicant has been unable to move forward with the development and is requesting an extension for the Site Plan Review.

City Council 31 – 1 7/19/2022
First Extension of Entitlements for the Central Pointe Mixed-Use Development to be Located at 1801 East Fourth Street
July 19, 2022

In an effort to encourage construction of entitled projects, it is the Planning Division’s policy to recommend no more than one-year extensions at a time. The applicant’s request is the first of three permissible one-year extensions. Upon the securing of funding for the project, the applicant intends to obtain all necessary building permits for the project by submitting plans for building plan check within the next year and to begin construction activities on the site in 2023.

ENVIRONMENTAL IMPACT
In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Resolution Extending SPR Np. 2020-04 for One Year

2. Original Resolution No. 2020-38

3. Full Project Plans
Submitted By: Minh Thai, Executive Director of Planning and Building Agency Approved By: Kristine Ridge, City Manager
City Council 31 – 2 7/19/2022
Resolution No. 2022-XXX

RESOLUTION NO. 2022-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING A ONE-YEAR EXTENSION OF
SITE PLAN REVIEW NO. 2020-04 FOR THE CENTRAL

POINTE MIXED-USE DEVELOPMENT TO BE LOCATED
AT 1801 EAST FOURTH STREET

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS:

Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows:

A. On November 9, 2020, the Planning Commission unanimously approved Site Plan Review (SPR) No. 2020-04 by adopting Resolution No. 2020-38 for the Central Pointe mixed-use development, which consists of 644 residential units and 15,130 square feet of commercial space for the property located at 1801 East Fourth Street.

B. Pursuant to Section 8.4 of the Metro East Mixed Use (MEMU) Overlay Zone document, Site Plan Review approvals must be exercised within two years of approval or become void after two years of inactivity unless the City Council by resolution extends the date on which a MEMU Site Plan Review becomes void for a period or periods not exceeding three years.

C. As a result of the global Covid-19 pandemic, the California Legislature approved AB 1561, which extended entitlements that were effective prior to March 4, 2020, and that were set to expire before December 31, 2021.

Due to the various dates of approval and expiration on November 9, 2020 and November 9, 2022, AB 1561 does not apply to the subject entitlement. Therefore, an extension by the City Council pursuant to Section 8.4 of the MEMU Overlay Zone is being requested by the applicant.

D. Due to difficulties in securing funding, labor, and construction materials stemming from the global Covid -19 pandemic, the applicant has been unable to move forward with the development and is requesting an extension for the Site Plan Review.

E. It is the Planning Division’s policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects.

City Council 31 – 3 7/19/2022
Resolution No. 2022-XXX

F. Upon the securing of funding for the project, the applicant intends to obtain all necessary building permits for the project by submitting plans for building plan check within the next year.

G. The applicant filed a request for the extension on May 31, 2022. The extension request came before the City Council on July 19, 2022.

H. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

Section 2. Site Plan Review No. 2020-04 is hereby extended for a period of one (1) year from the original date of expiration to November 9, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated July 19, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference.

Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution.

ADOPTED this day of July, 2022.
_______________________
Vicente Sarmiento
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:________________________
John M. Funk
Chief Assistant City Attorney
City Council 31 – 4 7/19/2022
Resolution No. 2022-XXX

AYES: Councilmembers ___________________________________ NOES: Councilmembers ___________________________________ ABSTAIN: Councilmembers ___________________________________ NOT PRESENT: Councilmembers ___________________________________ City Council 31 – 5 7/19/2022
Resolution No. 2022-XXX

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, DAISY GOMEZ, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022-______ to be the original resolution adopted by the City Council of the City of Santa Ana on _______________, 2022.

Date: ____________ ________________________________
Clerk of the Council
City of Santa Ana
City Council 31 – 6 7/19/2022
Vote corrected 7/18/22
City Council 31 – 7 7/19/2022
City Council 31 – 8 7/19/2022
City Council 31 – 9 7/19/2022
City Council 31 – 10 7/19/2022
Section 4. The Planning Commission of the City of Santa Ana, after conducting the public hearing, hereby approves Site Plan Review No. 2020-04 as conditioned in Exhibit A attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to: the Request for Planning Commission Action dated October 26, 2020, and November 9, 2020, and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference.

ADOPTED this 9
th day of November, 2020 by the following vote:

AYES:

NOES:

Contreras-Leo, Garcia, Nguyen, Mcloughlin, Morrissey, Phan, Rivera (7) None (0)
ABSTAIN: None (0)
ABSENT: None (0)
�htr
Chairperson
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:�<-c�
Lisa Storck
Assistant City Attorney

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, SARAH BERNAL Recording Secretary, do hereby attest to and certify the attached Resolution No. 2020-38 to be the original resolution adopted by the Planning Commission of the City of Santa Ana on November 9, 2020.

Date: 11 / u � / 2.01-V
Retarding Secretary
City of Santa Ana
Resolution No. 2020-38
City Council 31 – 11 7/19/2022 Page 5 of 9
City Council 31 – 12 7/19/2022
City Council 31 – 13 7/19/2022
City Council 31 – 14 7/19/2022
City Council 31 – 15 7/19/2022
Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 G-001 COVER SHEET SHEET INDEX Sheet Index General: G-001 Cover Sheet G-011 Project Summary G-021 Site Photos and Context Exhibit Civil: C1.0 Site Plan - Existing Conditions C2.0 Site Plan - Improvements C3.0 Site Plan - Offsite Improvements C4.0 Site Plan - Utility C5.0 Site Plan - Tentative Parcel Map Dry Utility: 1 of 1 Dry Utility Composite Landscape: L.1 Concept Landscape Plan L.2 Great Lawn Park Enlargement L.3 Activated Corner Plaza Enlargement L.4 Building A Rooftop Enlargement L.5 Building B Rooftop Enlargement L.6 Courtyard Enlargements L.7 Courtyard Enlargements L.8 Courtyard Enlargements L.9 Landscape Imagery L.10 Preliminary Plant Palette And Notes L.11 Landscape Lighting Plan Architectural: A-101 Architectural Site Plan A-102 Open Space Exhibit A-103 Shadow and Shade Analysis A-111 "Building A" Building Code Analysis A-112 "Building A" Exiting Analysis A-121 "Building B" Building Code Analysis A-122 "Building B" Exiting Analysis A-211 "Building A" Exterior Elevations A-212 "Building A" Exterior Elevations A-221 "Building B" Exterior Elevations A-222 "Building B" Exterior Elevations A-310 "Building A" 1st Basement Floor Plan A-311 "Building A" 1st Floor Plan A-312 "Building A" 2nd Floor Plan A-313 "Building A" 3rd-5th Floor Plan A-317 "Building A" 7th Floor Plan A-318 "Building A" Roof Plan A-320 "Building B" 1st Basement Floor Plan A-321 "Building B" 1st Floor Plan A-322 "Building B" 2nd Floor Plan A-323 "Building B" 3rd-5th Floor Plan A-327 "Building B" 7th Floor Plan A-328 "Building B" Roof Plan A-401 Building Sections A-501 Enlarged Floor Plans - Unit Plans A-502 Enlarged Floor Plans - Unit Plans A-503 Enlarged Floor Plans - Unit Plans A-601 Renderings A-602 Renderings A-603 Renderings A-604 Renderings A-605 Renderings A-606 Renderings A-701 Color & Material Board Trash Management: T-0.1 Reference Building Site Plan T-0.2 Building A & B Staging Plan T-0.3 Trash Staging & Truck Maneuvering T-0.4 Sequential Bin Movement T-1.0 Trash Collection Room Core 1 - Building A T-1.1 Trash Collection Room Core 2 - Building A T-1.2 Trash Collection Room Core 1 - Building B T-1.3 Trash Collection Room Core 2 - Building B T-1.4 Retail Trash Collection Room - Building A T-1.5 Retail Trash Collection Room - Building B T-2.0 Chute Details T-2.1 Chute Details Supplemental Fire Protection: F-1 Title Sheet, Notes, Details, and Building Data F-2 Fire Master Plan and Section &nbsp;City Council&nbsp;31 &ndash;&nbsp;167/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 G-011 PROJECT SUMMARY VICINITY MAP PROJECT SITE 5 1ST ST 4TH ST

CABRILLO

PARK DR
GOLDEN

CIRCLE DR PARK CT PL

SANTA ANA FWY
COSTA MESA FWY 55
&nbsp;City Council&nbsp;31 &ndash;&nbsp;177/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 G-021 SITE PHOTOS AND CONTEXT EXHIBIT 1. VIEW OF SOUTHWEST CORNER FROM FREEWAY OFF RAMP. KEY PLAN (1:200) 2. VIEW OF SOUTHEAST CORNER FROM ADJACENT INTERSECTION. 3. VIEW OF EAST EDGE FROM ACROSS CABRILLO PARK DR. 4. VIEW OF NORTHEAST CORNER FROM ACROSS CABRILLO PARK DR. 5. VIEW OF NORTHWEST CORNER. 6. VIEW SOUTH FROM SITE OF FOURTH STREET 7. VIEW EAST FROM SITE OF CABRILLO PARK DRIVE 8. VIEW NORTH FROM SITE OF PARKCOURT PLACE 9. VIEW WEST FROM SITE OF THE SANTA ANA (5) FREEWAY 8 1
2 3
5 4
6 9
7 &nbsp;City Council&nbsp;31 &ndash;&nbsp;187/19/2022&nbsp;

CABRILLO PARK DRIVE

FOURTH STREET

PARKCOURT PLACE

SANTA ANA FREEWAY
Architecture + Planning
888.456.5849
ktgy.com

CENTRAL POINTE
SANTA ANA, CA # 2019-0129

SCHEMATIC DESIGN
July 20, 2020

SITE PLAN - EXISTING
CONDITIONS C1.0
E N

G I N E E R I N
G
16795 Von Karman, Suite 100
Irvine, California 92606
tel 949.474.1960 fax 949.474.5315
www.fuscoe.com

ABBREVATIONSNOTESLEGEND
&nbsp;City Council&nbsp;31 &ndash;&nbsp;197/19/2022&nbsp;

CABRILLO PARK DRIVE

FOURTH STREET

PARKCOURT PLACE

SANTA ANA FREEWAY
Architecture + Planning
888.456.5849
ktgy.com

CENTRAL POINTE
SANTA ANA, CA # 2019-0129

SCHEMATIC DESIGN
July 20, 2020
SITE PLAN - IMPROVEMENTS C2.0
E N

G I N E E R I N
G
16795 Von Karman, Suite 100
Irvine, California 92606
tel 949.474.1960 fax 949.474.5315
www.fuscoe.com

ABBREVATIONSLEGENDNOTES
&nbsp;City Council&nbsp;31 &ndash;&nbsp;207/19/2022&nbsp;

CABRILLO PARK DRIVE

FOURTH STREET

PARKCOURT PLACE

SANTA ANA FREEWAY
Architecture + Planning
888.456.5849
ktgy.com

CENTRAL POINTE
SANTA ANA, CA # 2019-0129

SCHEMATIC DESIGN
July 20, 2020

SITE PLAN - IMPROVEMENTS
(OFFSITE) C3.0
E N

G I N E E R I N
G
16795 Von Karman, Suite 100
Irvine, California 92606
tel 949.474.1960 fax 949.474.5315
www.fuscoe.com

ABBREVATIONSLEGENDNOTES

ENTRY - SEE DETAIL HEREON

ENTRY DETAIL
&nbsp;City Council&nbsp;31 &ndash;&nbsp;217/19/2022&nbsp;

CABRILLO PARK DRIVE

FOURTH STREET

PARKCOURT PLACE

SANTA ANA FREEWAY
Architecture + Planning
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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

SCHEMATIC DESIGN
July 20, 2020
SITE PLAN - UTILITY C4.0
E N

G I N E E R I N
G
16795 Von Karman, Suite 100
Irvine, California 92606
tel 949.474.1960 fax 949.474.5315
www.fuscoe.com

ABBREVATIONSLEGENDNOTES
&nbsp;City Council&nbsp;31 &ndash;&nbsp;227/19/2022&nbsp;

CABRILLO PARK DRIVE

FOURTH STREET

PARKCOURT PLACE

SANTA ANA FREEWAY
Architecture + Planning
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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

SCHEMATIC DESIGN
July 20, 2020

SITE PLAN -PRELIMINARY
PARCEL MAP C5.0
E N

G I N E E R I N
G
16795 Von Karman, Suite 100
Irvine, California 92606
tel 949.474.1960 fax 949.474.5315
www.fuscoe.com

ABBREVATIONSNOTESLEGEND
&nbsp;City Council&nbsp;31 &ndash;&nbsp;237/19/2022&nbsp; 07/20/2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;247/19/2022&nbsp;

STREET TREES
30’O.C.

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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
JULY 20TH, 2020 L.1
0’ 15’ 30’ 60’
SCALE: 1” = 30’

CONCEPT LANDSCAPE PLAN

ENTERTAINMENT GARDEN
• see sheet L.7

ACTIVATED CORNER PLAZA
• see sheet L.3

RETAIL PLAZA
• outdoor dining
• pottery
• specimen tree
•STREET TREES TO BE INSTALLED AS 24” BOX SIZE PER THE

CITY STANDARDS & APPROVED PLAN, AS NEEDED
• STREET TREES TO BE 35’ O.C. ALONG THE PROJECT

FRONTAGE, INCLUDING DEEP ROOT IRRIGATION SYSTEMS, PER
CITY STANDARDS. CONTACT THE TREE SECTION SUPERVISOR
(714)647-3337 FOR TREE SPECIES & FOR NUMBER AND SIZE OF

REQUIRED TREES REPLACEMENTS

FOODIE LOUNGE
• see sheet L.7

RIDE SHARE PICKUP

OUTDOOR ESCAPE
• see sheet L.6

PUBLIC PLAZA
• see sheet L.6

GREAT LAWN PARK
• see sheet L.2

GARDEN LOUNGE
• see sheet L.6

THE BACKYARD
• see sheet L.6

THE HANGOUT
• see sheet L.7

GAME PROMENADE
• corn hole
• ping pong
• sculptural benches
• picnic tables
• boulders

BUILDING B ROOFTOP
• see sheet L.5

THE SOCIAL
• see sheet L.8

CONNECTED PARK TRAIL
• picnic tables
• boulders
• benches
• meandering walk
• synthetic turf

DOG PARK
• synthetic turf
• seating
• shade trees

DINNER PARTY
• see sheet L.8

FIRESIDE
• see sheet L.8

PARKCOURT PLACE
4TH STREET

CABRILLO PARK
DRIVE
I-5 NORTH
I-5 NORTH ON-RAMP

RETAIL RETAIL

FITNESS

FITNESS

CLUBROOM CLUBROOM

NEW MASONRY SOUND
WALL

EVA GATES

BUILDING B BUILDING A

EVA GATES

BUILDING A ROOFTOP
• see sheet L.4

PUBLIC PLAZA
• see sheet L.6
City Council 31 – 25 7/19/2022
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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
L.2
0’ 5’ 10’ 20’
SCALE: 1” = 10’
JULY 20TH, 2020

GREAT LAWN/ PUBLIC PARK

ENLARGEMENT

BOCCE BALL COURT
TRASH STAGING / RIDESHARE PICKUP & DROPOFF

PAVILION
• lounge seating
• farm style tables
• specimen tree

BOARDWALK
• tree allee
• boardwalk pavers

DIRECT ACCESS PATIOS

ENTRY SIGNAGE
• specimen tree
• architectural planting

RIDE SHARE PICKUP

GREAT LAWN
• turf lawn
• architectural mounding
• specimen tree

PING PONG

FIRESIDE
• firepit
• movable furniture
• built-in bench
BUILDING ‘B’

ROOFTOP
BUILDING ‘A’

ROOFTOP
City Council 31 – 26 7/19/2022
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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
L.3
0’ JULY 20TH, 2020 4’ 8’ 16’
SCALE: 1/8” = 1’-0”

ACTIVATED CORNER PLAZA

ENLARGEMENT

PLANTING IN VIEW TRIANGLE TO BE
MAINTAINED AT 24” HEIGHT MAXIMUM

OUTDOOR DINING PLAZA
• specimen tree
• table and umbrellas
• low wall
• pottery

THE LAWN
• synthetic turf
• matching height palms
• built-in seat wall
• fixed seating and umbrellas
• ping pong table
• corn hole
• festival lights
4TH STREET

CABRILLO PARK
DRIVE
RETAIL
City Council 31 – 27 7/19/2022
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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
L.4
0’ 5’ 10’ 20’
SCALE: 1” = 10’
JULY 20TH, 2020

BUILDING A ROOFTOP ENLARGEMENT

CROSS FIT LAWN

THE HANGOUT
• outdoor kitchen
• shade trellis
• communal dining tables
• festival lights
• pottery

FIRESIDE
• firepit
• lounge seating
• festival lights
• specimen tree
SPLASH
• 20’ X 60’ lap pool
• lounge chairs
• sunning lawn with cabanas
• 10’ X 20’ spa
• lush planting

FITNESS

CLUBROOM
City Council 31 – 28 7/19/2022
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CENTRAL POINTE
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CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
L.5
0’ 5’ 10’ 20’
SCALE: 1” = 10’
JULY 20TH, 2020

BUILDING B ROOFTOP ENLARGEMENT

FITNESS LAWN
SPLASH
• 20’ X 60’ lap pool
• lounge chairs
• sunning lawn with cabanas
• 10’ X 20’ spa
• lush planting

FIRESIDE
• firepit
• lounge seating
• festival lights
• specimen tree

THE HANGOUT
• outdoor kitchen
• shade trellis
• communal dining tables
• festival lights
• pottery

FITNESS

CLUBROOM

LOUNGE LAWN
• synthetic turf
• firepit
• ping pong table

CABANAS
City Council 31 – 29 7/19/2022
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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
L.6
0’ 5’ 10’ 20’
SCALE: 1” = 10’
JULY 20TH, 2020

COURTYARD ENLARGEMENTS
• firebowl with seating
• group dining
• bbq
• festival lights
• resident security gate

PUBLIC PLAZA
• seating
• specimen tree
• festival lighting
• seatwall with dining
• festival lights
• bbq
• lounge seating
• resident security gate
• lush planting
• lounge lawn
• firepit
• resident security gate
‘A’ THE BACKYARD ‘B’ GARDEN LOUNGE ‘C’ OUTDOOR ESCAPE

PRIVATE PUBLIC
A B
C

CABRILLO PARK DRIVE
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CENTRAL POINTE
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CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
L.7
0’ 5’ 10’ 20’
SCALE: 1” = 10’
JULY 20TH, 2020

COURTYARD ENLARGEMENTS
‘D’ FOODIE ‘E’ ENTERTAINMENT GARDEN ‘F’ THE HANGOUT
• hammocks
• specimen tree
• firepit
• festival lights
• resident security gate
• outdoor kitchen with sit-up bar
• shade trellis
• fireside lounge seating
• dining beach

PUBLIC COURTYARD
• seating
• specimen tree
• festival lights
• group dining
• bbq
• resident security gate
• lounge lawn
• ping pong
• lounge furniture
D
E F

PRIVATE PUBLIC
City Council 31 – 31 7/19/2022
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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
L.8
0’ 5’ 10’ 20’
SCALE: 1” = 10’
JULY 20TH, 2020

COURTYARD ENLARGEMENTS
‘G’ THE SOCIAL ‘H’ DINNER PARTY ‘I’ FIRESIDE
• firepit
• large lounge furniture
• decomposed granite
• lush landscaping
• resident security gate
• sit-up bar with t.v.
• shade trellis
• fireside lounge
• group dining
• resident security gate
• outdoor kitchen
• large communal tables
• game and lounge lawn
• festival lights
• resident security gate
G
H I
City Council 31 – 32 7/19/2022
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CENTRAL POINTE
SANTA ANA, CA # 2019-0129

CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
JULY 20TH, 2020 L.9
City Council 31 – 33

LANDSCAPE IMAGERY
7/19/2022

PRELIMINARY PLANT PALETTE

CENTRAL POINTE

SANTA ANA, CA

THE OBJECTIVE OF THE OVERALL LANDSCAPING CONCEPT IS TO PROVIDE A DISTINCT VISUAL IMPRESSION AND BUILDING IDENTITY, SOFTEN THE URBAN EXPERIENCE, PROVIDE THE HIGHEST LEVEL OF AESTHETIC STANDARDS COMPLIMENTED BY THE QUALITY OF THE BUILDING MATERIALS THAT WILL ASSURE AN ATTRACTIVE ENVIRONMENT ENHANCING THE QUALITY OF LIFE AMONG ITS RESIDENTS AND NEIGHBORS.

SUCCESSFUL STREETSCAPES ARE A PARTNERSHIP BETWEEN THE BUILDING DESIGN AND THE LANDSCAPED EDGE OF THE STREET DISTINGUISHING 4TH STREET, CABRILLO PARK DRIVE AND PARKCOURT PLACE THROUGH DISTINCTIVE LANDSCAPING, STREET TREE SPACING AND LIGHTING.

THE LANDSCAPE IRRIGATION CONCEPT FOR THE SITE WILL BE DESIGNED TO PROVIDE THE MOST EFFICIENT AND CONSERVING MEANS TO DISTRIBUTE IRRIGATION WATER AND PROVIDE THE PROPERTY MANAGEMENT COMPANY WITH THE LATEST TECHNOLOGY FOR WATER CONSERVATION AND DISTRIBUTION. THE PRELIMINARY PLANT PALETTE IS DESIGNED TO UTILIZE A MAJORITY OF WATER-CONSERVING PLANTS GROUPED BY WATER NEEDS.

THE FOLLOWING PLANT MATERIAL AS SELECTED IS COMPLIANT WITH CITY OF SANTA ANA WATER CONSERVATION MEASURES WITH CONSIDERATION FOR NON-INVASIVE SPECIES.

TREES
Botanical Name Common Name Size:
4th Street.

Proposed Pinus canariensis Canary Island Pine 36" box (24" box min) Proposed Pyrus Kawakamii Evergreen Pear 36" box (24" box min) Cabrillo Park Drive
Existing Platanus racemosa
Proposed Platanus racemosa California Sycamore 24" box
Parkcourt Place
Proposed Platanus racemosa California Sycamore 24" box
Proposed Pyrus Kawakamii Evergreen Pear 24" box
Proposed Lagerstroemia indica Crape Mrytle 24" box
For tree species and for number and size of required tree replacements contact the Tree Section Supervisor at (714) 647-3337
Project Entry Drive:

Cupressus sempervirens Italian Cypress 24" box
Magnolia g. 'Little Gem' Little Gem Southern Magnolia 24" box Olea europeae 'Swan Hill' Fruitless Olive 48" box
Phoenix dactylifera 'medjool' Medjool Date Palm 18' bth Pinus pinea Italian Stone Pine 36" box
Quercus virginiana Southern Live Oak 36" box
Setback Trees
Cupressus sempervirens 'Stricta' Italian Cypress 24" box Ficus nitida Indian Laurel Ficus 36"/48" box
Jacaranda acutifolia Jacaranda 36" box
Magnolia g. 'Little Gem' Little Gem Southern Magnolia 24" box Melaleuca quinquenervia Cajeput Tree 24" box
Olea europeae 'Swan Hill' Fruitless Olive 48" box
Pinus canariensis Canary Island Pine 24" box
Pinus eldarica Afghan Pine 24"/48" box
Platanus racemosa California Sycamore 24" box
Tristania conferta Brisbane Box 24" box
Residential Courtyards and Rooftop Area
Arbutus x 'Marina' Hybrid Strawberry Tree 24" box
Bismarckia nobilis Bismark Palm 36" box
Brachychiton populneum Bottle Tree 24" box
Chorisia speciosa Floss Silk Tree 36" box
Eriobotrya deflexa Bronze Loquat 24" box
Erythrina coraloides Naked Coral Tree 36" box
Ficus 'Green Gem' Ficus columns - Hedge 24" box
Geijera parviflora Australian Willow 36" box
Hymenosporum flavum Sweetshade 24" box
Juniperus torulosa Hollywood Juniper 24" box
Lagerstroemia hybrid Crape Myrtle 36" box
Magnolia g. 'Little Gem' Little Gem Southern Magnolia 24" box Melaleuca quinquenervia Cajeput Tree 24" box
Melaleuca nesophila Pink Melaleuca 36" box
Metrosideros excelsa New Zealand Christmas Tree 36" box Olea europeae 'Swan Hill' Fruitless Olive 48" box
Pinus torreyana Torrey Pine 36" box
Platanus x acerfolia 'Bloodgood' Plane Tree 36" box
Prunus c.'Bright 'n Tight' Compact Carolina Cherry 15 gal.

Prunus c. Vesuvius Purple-leaf Plum 24" box
Pyrus calleryana. 'Aristocrat' Ornamental Pear 24" box
Quercus virginiana Southern Live Oak 36" box
Rhus lancea African Sumac 24" box
Tipuana tipu Tipu Tree 36" box
Tristania conferta Brisbane Box 24" box
SHRUBS and GROUNDCOVERS
Botanical Name Common Name
Large shrubs (minimum 5 gallon size at 3' o.c.)
Agave attenuata 'Nova' Foxtail Agave
Arbutus unedo Strawberry Tree
Feijoa sellowiana Pineapple Guava
Photinia x fraserii Red-tipped Photinia
Leptospermum lavigatum Australian Tree Tree
Tecoma stans Yellow Bells
Westringia fruiticosa Coast Rosemary
Medium Shrubs (minimum 5 gallon size)
Callistemon 'Little John' Dwarf Bottlebrush
Bougainvillea species Bouganivillea
Dianella species Dianella
Dietes vegeta Fortnight Lily
Grevillia species Grevillia
Hemerocallis hybrids Evergreen Daylilies
Hesperaloe parvifolia Red Yucca
Pittosporum species Mock Orange
Raphiolepis indica species India Hawthorn
Rosemarinus 'Tuscan Blue' Upright Rosemary
Salvia greggi Autumn Sage
Salvia leucantha Mexican Sage Bush
Strelitzia reginae Bird of Paradise
Low Shrubs and Groundcovers (minimum 1 gallon size)
Asparagus d. 'Myersii' Foxtail Aspargus
Arctostaphylos species Manzanita
Baccharis pilularis 'Pigeon Point' Dwarf Coyote Brush
Carissa M. 'Horizontalis' Natal Plum
Carex species Sedge
Ceanothus g. 'Horizontalis' Carmel Creeper
Festuca o. glauca Blue fescue
Mahonia repens Creeping Mahonia
Myoporum parvifolium Myoporum
Limonium species Statice
Pittosporum 'Golf Ball' Golf Ball Kohuhu
Rosmarinus o. prostratus Dwarf Rosemary
Accent/color shrubs (minimum 5 gallon size)
Aeonium x floribundum Aeonium Hybrid
Anigozanthus species Kangaroo Paws
Aloe species Aloe
Agave species Agave
Cycas revoluta Sago
Dasylirion wherlerii Desert Spoon
Furcracea mediopicta Mauritius Hemp
Hesperaloe parvifola Red Yucca
Muhlenbergia species Deer Grass
Rosa floribunda Floribunda Rose
Line of Sight Note:

Maintain shrubs at 24" high inside of Line of Sight at street intersections.

1. MAINTAIN SHRUBS AT 24" HIGH INSIDE OF STREET AND DRIVEWAY LINE OF SIGHT.

2. ROOT BARRIERS ARE REQUIRED FOR ALL TREES WITHIN 5' OF ANY HARDSCAPE SURFACE.

GENERAL PLANTING NOTES:

ALL ABOVE-GROUND UTILITIES INCLUDING BACKFLOW DEVICES AND TRANSFORMERS WILL BE

SCREENED WITH A DENSE PLANTING HEDGE TO MITIGATE VIEWS OF THE UTILITIES FROM THE PUBLIC REALM AS REQUIRED BY THE CITY OF SANTA ANA ORDINANCE.

UTILITY SCREENING NOTES:

TREES FOUND WITHIN THE FIRE LANE SHALL BE MAINTAINED AT THE MINIMUM CLEARANCE OF 13'-6" FOR FIRE DEPARTMENT ACCESS.

FIRE ACCESS NOTES:

WUCOLS, WATER USE CLASSIFICATION OF LANDSCAPE SPECIES, IS A UNIVERSITY OF CALIFORNIA COOPERATIVE EXTENSION PUBLICATION AND IS A GUIDE TO THE WATER NEEDS OF LANDSCAPE PLANTS.

THIS PRELIMINARY PLANT PALETTE IS INTENDED TO REPRESENT A TYPICAL SAMPLE OF THE PROPOSED

PLANTS BUT DOES NOT INDICATE THE EXACT SPECIES WHICH WILL BE DEVELOPED ON THE DETAILED PLANS.

WATER EFFICIENT LANDSCAPING:

THE FOLLOWING MEASURES WILL BE INCORPORATED INTO THE PROJECT TO CONSERVE WATER:

1. THE IRRIGATION SYSTEM SHALL MEET THE REQUIREMENTS OF THE CITY OF SANTA ANA GUIDELINES FOR WATER EFFICIENT LANDSCAPES.

2. THE ESTIMATED APPLIED WATER USE ALLOWED FOR THE LANDSCAPE AREA SHALL NOT EXCEED THE MAWA CALCULATION.

1. LANDSCAPE TO BE DESIGNED TO CONFORM WITH THE CITY OF SANTA ANA COMMERCIAL AREA LANDSCAPE STANDARDS SEC 41-372(d).

2. PLANT MATERIALS WILL BE MAINTAINED AND DEAD MATERIAL REPLACED AS SPECIFIED IN THE CITY OF SANTA ANA CODE SECTION 41-609.

3. CONSTRUCT STREET LIGHTS EVERY 125' PER CITY STANDARDS AND APPROVED PLAN, AS NEEDED PER THE CITY STANDARDS AND THE APPROVED STREET IMPROVEMENT PLANS.

GENERAL PLANTING NOTES:

1. MAINTAIN SHRUBS AT 24" HIGH INSIDE OF VEHICULAR LINE OF SIGHT.

2. SECURITY PLANTING MATERIALS WILL BE UTILIZED ALONG WALL AND PROPERTY LINES AND UNDER VULNERABLE WINDOWS.

3. ROOT BARRIERS ARE REQUIRED FOR ALL TREES WITHIN 5' OF ANY HARDSCAPE SURFACE.

POLICE DEPARTMENT SECURITY NOTES:

ADEQUATE LIGHTING OF PARKING STRUCTURE, CIRCULATION AREAS, AISLES, PASSAGEWAYS, RECESSES, and GROUNDS CONTIGUOUS TO BUILDINGS SHALL BE PROVIDED with LIGHTING of SUFFICIENT WATTAGE TO PROVIDE ADEQUATE ILLUMINATION TO MAKE CLEARLY VISIBLE THE PRESENCE OF ANY PERSON ON or ABOUT THE PREMISES DURING HOURS OF DARKNESS and PROVIDE A SAFE, SECURE ENVIRONMENT FOR ALL PERSONS, PROPERTY, and VEHICLES ON-SITE.

LANDSCAPE STANDARDS:

WUCOLS NOTE:

PLANT PALETTE NOTES:

LANDSCAPE NOTES:

1. ALL LANDSCAPING MUST MEET THE STANDARDS SET BY THE STATE OF CALIFORNIA EMERGENCY DROUGHT PLAN.

2. ALL SYNTHETIC TURF MUST MEET THE CITY OF SANTA ANA'S STANDARDS FOR SYNTHETIC TURF.

3. THE DEVELOPER SHALL MAINTAIN SIDEWALK AND TREES IN THE PUBLIC RIGHT-OF-WAY.

4. LANDSCAPING ON4TH STREET, AND PARKCOURT PLACE SHALL BE DROUGHT TOLERANT LANDSCAPE PER THE CITY OF SANTA ANA PARKWAY GUIDELINE FOR DROUGHT TOLERANT PLANTS.

5. A LANDSCAPE PLAN INCLUDING IRRIGATION, IA TO BE SUBMITTED FOR REVIEW AND APPROVAL. THE

LANDSCAPE PLAN SHALL CONFORM TO THE COMMERCIAL LANDSCAPE STANDARDS, CITYWIDE DESIGN GUIDELINES AND THE WATER EFFICIENT LANDSCAPE ORDINANCE.

GRAFFITI NOTES:

1. ANY GRAFFITI PAINTED OR MARKED UPON THE PREMISES OR ON ANY ADJACENT AREA UNDER THE CONTROL OF THE LICENSEE(S) SHALL BE REMOVED OR PAINTED WITHIN 24 HOURS OF BEING APPLIED.

STREET TREE NOTE:

1. ANY STREET TREE REMOVAL WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO APPROVAL BY THE ENVIRONMENTAL AND TRANSPORTATION ADVISORY COMMITTEE (ETAC). THEREFORE, PROVIDE TO THE

CITY OF SANTA ANA A LETTER REQUESTING THE REMOVAL OF EXISTING STREET TREE(S) THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CITY WILL PRESENT THE INFORMATION TO THE ETAC COMMITTEE FOR ACTION (SEE EXHIBIT C).

2. ALL STREET STREETS SHALL BE 24-INCH BOX AT 35 FEET O.C. ON THEORETICAL STREET, INCLUDING DEEP ROOT IRRIGATION SYSTEMS, PER CITY STANDARDS.

3. INSTALL 24-INCH BOX STREET TREES PER THE CITY STANDARDS AND APPROVED PLAN, AS NEEDED.

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CENTRAL POINTE
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CONCEPTUAL DESIGN
JULY 27TH, 2019
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CENTRAL POIN
SANTA ANA, CA # 2019-01
JULY 20TH, 2020 L.10
City Council 31 – 34

PRELIMINARY PLANT PALETTE AND NOTES
7/19/2022

PARKCOURT PLACE
4TH STREET

CABRILLO PARK
DRIVE

ON-RAMP

THE OUTDOOR LIGHTING CONCEPT IS TO PROVIDE LEVELS OF LIGHTING SUFFICIENT TO MEET SAFETY AND ORIENTATION NEEDS.

WITHIN PUBLIC AREAS LIGHTING WILL BE WARM COLORED AND UNOBTRUSIVE. LIGHT SOURCES WILL BE TUNGSTEN, METAL HALIDE OR LED.

LIGHTING SOURCES FOR THE LANDSCAPE AND PAVED AREAS WILL BE CONCEALED AND THE LIGHTING INDIRECT NOT VISIBLE FROM A PUBLIC VIEWPOINT. LIGHT SOURCES SHOULD BE DIRECTED SO THAT IT DOES NOT FALL OUTSIDE THE AREA TO BE LIGHTED.

ALL EXTERIOR SURFACE AND ABOVE-GROUND MOUNTED FIXTURES WILL BE SYMPATHETIC AND COMPLIMENTARY TO THE ARCHITECTURAL THEME.

PHOTOMETRICS TO BE PROVIDED BY ELECTRICAL
CONSULTANT.

LIGHTING CONCEPT:

EXTERIOR LIGHTING LEGEND
SYMBOL TYPE/TECHNIQUE: LOCATION:
12' HT POLE

COURTYARDS / ENTRY / FIRELANE

FIXTURE WILL NOT PRODUCE OFF-SITE
GLARE

STREET LIGHT STREET

FIXTURE WILL NOT PRODUCE OFF-SITE
GLARE

BOLLARD PEDESTRIAN WALKWAYS

OVERHEAD FESTIVAL

LIGHTING
MINIMUM 12' ABOVE FINISH SURFACE

BUILDING MOUNTED
SCONCE

TO BE SELECTED BY

ARCHITECT

METAL TRELLIS STRUCTURES /
ARCHITECTURE. FIXTURE WILL NOT

PRODUCE OFF-SITE GLARE

CEILING LIGHT

DOOR LIGHTING CONCEPT IS TO PROVIDE LEVELS OF LIGHTING SUFFICIENT TO MEET ND ORIENTATION NEEDS.

UBLIC AREAS LIGHTING WILL BE WARM COLORED AND UNOBTRUSIVE. LIGHT WILL BE TUNGSTEN, METAL HALIDE OR LED.

SOURCES FOR THE LANDSCAPE AND PAVED AREAS WILL BE CONCEALED AND THE INDIRECT NOT VISIBLE FROM A PUBLIC VIEWPOINT. LIGHT SOURCES SHOULD BE D SO THAT IT DOES NOT FALL OUTSIDE THE AREA TO BE LIGHTED.

RIOR SURFACE AND ABOVE-GROUND MOUNTED FIXTURES WILL BE SYMPATHETIC PLIMENTARY TO THE ARCHITECTURAL THEME.

OMETRICS TO BE PROVIDED BY ELECTRICAL
ULTANT.

HTING CONCEPT:

ERIOR LIGHTING LEGEND
TYPE/TECHNIQUE: LOCATION:
12' HT POLE

COURTYARDS / ENTRY / FIRELANE

FIXTURE WILL NOT PRODUCE OFF-SITE
GLARE

STREET LIGHT STREET

FIXTURE WILL NOT PRODUCE OFF-SITE
GLARE

BOLLARD PEDESTRIAN WALKWAYS

OVERHEAD FESTIVAL

LIGHTING
MINIMUM 12' ABOVE FINISH SURFACE

BUILDING MOUNTED
SCONCE

TO BE SELECTED BY

ARCHITECT

METAL TRELLIS STRUCTURES /
ARCHITECTURE. FIXTURE WILL NOT

PRODUCE OFF-SITE GLARE

CEILING LIGHT
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CENTRAL POINTE
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CONCEPTUAL DESIGN
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CENTRAL POIN
SANTA ANA, CA # 2019-01
JULY 20TH, 2020 L.11

LANDSCAPE LIGHTING PLAN
0’ 15’ 30’ 60’
SCALE: 1” = 30’
City Council 31 – 35 7/19/2022
Capture9 ±92.0'
±49.8' ±83.6'
±10.9' 10' Max. Setback ±86.0' ±59.1' 4' Dedication
10' Max.

Setback Parkcourt Place
Cabrillo Park Dr. Fourth Street ±12.0' Add. Lane ±15.0' Parkway ±186.3'
Santa Ana Fwy
PUE
10' PUE ±39.9'
±49.8' ±54.7' ±51.9' ±42.2' ±42.2'
±9.7' ±26.0' ±26.0'
±60.8' ±43.5'±60.8'
±33.3'
±42.0'
±42.0'
±42.0'
±54.7' ±78.0' ±5.8'
±11.0'
±6.4'
10' Max.

Setback ±33.6'
±35.7' ±43.5' ±33.6'±32.6' ±34.4'
±127.4'
±25.3' ±28.6' ±45.2' ±42.9' A-101 ARCHITECTURAL SITE PLAN 0 15 30 60 Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Building B Great Lawn Building A Park
Linear Park EVA EVA Court Court Court Commercial Commercial at Ground with 3 Stories of Residential Above Leasing Lobby/ Offices/ Mail Room, Typical of Both Buildings 7 Level Parking Structure with Rooftop Amenities, Typical Residential Amenities Located at Rooftop
Resident Parking Gate, Typical of both buildings. See A-311 & A-321 Dog Run Leasing
Loading Mail Forecourt Forecourt Court Court Court Court Court Court Commercial Leasing Loading Mail Commercial Bike Parking Bike Parking Forecourt 1. THIS ARCHITECTURAL SITE PLAN IS PROVIDED FOR OVERALL SITE REFERENCE AND LOCATION OF ITEMS INCLUDED IN THIS SET OF PLANS. IT IS NOT INTENDED TO BE USED FOR THE CONSTRUCTION OF ANY SITE IMPROVEMENTS. SEE PLANS BY CIVIL ENGINEER AND LANDSCAPE ARCHITECT FOR ALL SITE IMPROVEMENTS. 2. THIS SITE PLAN IS FOR THE AUTHORITY HAVING JURISDICTION'S DEPARTMENTS USE ONLY. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SEE PLANS PREPARED BY CIVIL ENGINEER FOR EXACT BUILDING LOCATIONS, CURBS, STREETS, DRIVEWAYS, UTILITIES, GRADING, SITE ACCESSIBILITY, BUILDING LOCATION, SETBACKS, SIDEWALKS, ETC. SEE PLANSPREPARED BY LANDSCAPE ARCHITECT FOR SIDEWALKS, POOLS, HARDSCAPES, LANDSCAPES, FENCING, ETC. 3. THIS PROJECT IS SUBJECT TO THE METRO EAST MIXED-USE OVERLAY MITIGATION MONITORING AND REPORTING PROGRAM WHICH INCLUDES MITIGATION MEASURES FOR SITE AND PROJECT RELATED IMPACTS. THESE IMPACTS SHALL BE ASSESSED AND MITIGATED AT THE APPROPRIATE TIME ACCORDING TO TABLE 4-1. 4. FINDINGS FROM FUTURE HEALTH RISK ASSESSMENTS RELATED TO THE SITE'S PROXIMITY TO THE FREEWAY SHALL BE ASSESSED AND MITIGATION MEASURES SHALL BE IMPLEMENTED INTO THE SITE PLAN AND ARCHITECTURAL DESIGN PRIOR TO ISSUANCE OF PERMITS. 5. FOR SITE PLAN RELATED FIRE DEPARTMENT ACCESS ITEMS, REFER TO FIRE PROTECTION SHEETS. 6. REFER TO CIVIL ENGINEER DRAWINGS FOR ALL PROPERTY LINES AND EASEMENTS, BOTH EXISTING AND PROPOSED. 7. REFER TO LANDSCAPE & CIVIL DRAWINGS FOR PLANTING, IRRIGATION, DRAINAGE, WALKWAYS, PATIOS, SITE LIGHTING INFO AND FOR THE COMMON AREAS. 8. FOR THE ACCESSIBLE PATH OF TRAVEL REFER TO CIVIL ENGINEER'S SITE PLAN. PATH OF TRAVEL SHALL COMPLY WITH ACCESSIBILITY REQUIREMENTS IN CBC CHAPTER 11A AND 11B. 9. SEE CIVIL DRAWINGS FOR LOT LINE DIMENSIONS. 10. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF 0.5" - CBC SECTION 502.1. SEE FIRE PROTECTION 11. ALL TRAFFIC IMPACT ANALYSIS (TIA) RECOMMENDATION(S) WILL BE IMPLEMENTED PRIOR TO THE BUILDING PERMIT, SOLELY AT THE DEVELOPER'S EXPENSE. Gates to be secured at night by building staff, typ. Resident Move-In and Commercial Loading Area controlled by property management. See A-311 & A-321 Ride share pick-up location, see landscape drawings
Assumed Lot Line to calculate allowable openings
of adjacent buildings per CBC chapter 7
Trash pick-up location
Long Term Bike Parking1 space per 4 units proposed, typical of both buildings 5-Story Mixed-Use Wrap Building
Fire alarm panels are to be located in the main lobbies of both buildings &nbsp;City Council&nbsp;31 &ndash;&nbsp;367/19/2022&nbsp; Capture9 Court A2 2511 SQ. FT. Court A1 4038 SQ. FT. Court A4 1597 SQ. FT. Shopfront 9984 SQ. FT. "Parkcourt Paseo" 3696 SQ. FT. Court B1 2635 SQ. FT. Court B4 3354 SQ. FT. Dog Run 2223 SQ. FT. Court A3 2579 SQ. FT. Court A5 1925 SQ. FT. Court B3 2362 SQ. FT. Court B2 1920 SQ. FT. Linear Park 31596 SQ. FT. Roof Deck A 15961 SQ. FT. Roof Deck B 15961 SQ. FT. Forecourt A2 1326 SQ. FT. Forecourt A3 1216 SQ. FT. "L-Shaped" Forecourt A1 4703 SQ. FT. Central Park 15727 SQ. FT. A-102 OPEN SPACE EXHIBIT 0 20 40 80 Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Publicly Accessible Open Space: Gross Site Area ± 8.35 Acres Net Site Area ± 8.03 Acres Requirement: 52,468 sf required 15% of net site area Proposed: (Area shown hatched) PAOS Area (sf) Shopfront 9,984 "Parkcourt Paseo" 3,696 Forecourt A1 4,703 Forecourt A2 1,326 Forecourt A3 1,216 Linear Park 31,596 Total PAOS ±52,521 sf proposed Note: 15,727 sf of Central Park not counted toward required PAOS Legend
Note: During Conceptual/ Schematic Design phases, the quantitative data in this exhibit are approximate.

Private/ Common Open Space:

Requirement: · Requirement #1: 57,960 sf
90 sf per unit (644 units)
· Requirement #2: 18,188 sf 5% of Total Site Area for non-residential uses Total Req'd: 76,148 sf Proposed:

Open Space Area (sf)
Priv. Open Space Ave. ±77sf per DU 49,588
Courtyard A1 4,038Courtyard A2 2,511Courtyard A3 2,579Courtyard A4 1,597Courtyard A5 1,925Courtyard B1 2,635Courtyard B2 1,920Courtyard B3 2,362Courtyard B4 3,354 Dog Run 2,223 Roof Deck A 15,961 Roof Deck B 15,961
Total Proposed ±106,654
Publicly Accessible Open Space
&nbsp;City Council&nbsp;31 &ndash;&nbsp;377/19/2022&nbsp; A-103 SHADOW & SHADE ANALYSIS Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Winter Solstice (December 21st) - 9:00am Winter Solstice (December 21st) - 12:00pm Winter Solstice (December 21st) - 3:00pm Summer Solstice (June 20th) - 9:00am Summer Solstice (June 20th) - 12:00pm Summer Solstice (June 20th) - 3:00pm &nbsp;City Council&nbsp;31 &ndash;&nbsp;387/19/2022&nbsp; AREA "13" 11434 SQ. FT. Fan Rm. Trash Term. UP±6.0% Slope DN±6.0% Slope Fan Rm. Trash Term. Lobby Retail Trash Loading Elevator Lobby Retail 9568 SQ. FT. Gross Access Tunnel Lobby Plan 1-5 1 Bedroom / 1 Bathroom 831 SQ. FT. Kitchen/ Dining Living Room Deck 66 SQ. FT. W/D Bathroom WIC Lin Hall Bedroom Deck Deck Plan 3-1 3 Bedroom / 2 Bathroom 1320 SQ. FT. Living Room Kitchen M. Bathroom Coat Bathroom W/D Bedroom 2 M. Bedroom Deck WIC L Dining Foyer Hall Bedroom 3 Plan 3-1 3 Bedroom / 2 Bathroom 1320 SQ. FT. Living Room Kitchen Coat M. Bathroom Bathroom W/D Bedroom 2 M. Bedroom Deck WIC L Dining Foyer Hall Bedroom 3 Leasing and Security Mail and Parcels Bike Room Utilities Utilities/ Storage Utilities Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Utilities Utilities Utilities Utilities AREA "4" 4269 SQ. FT. F = 74'-8 1/2" W = 30'-0" F = 107'-1" W = 30'-0" F = 109'-9" W = 30'-0" F = 126'-7" W = 30'-0" F = 160'-4" W = 30'-0" AREA "5" 7507 SQ. FT. F = 136'-1" W = 30'-0" F = 99'-6" W = 30'-0" FRONTAGE P=554' / F=305'-4" AREA "1" 11910 SQ. FT. AREA "11" 8033 SQ. FT. AREA "10" 8715 SQ. FT. F = 47'-2" W = 30'-0" AREA "2" 5085 SQ. FT. AREA "3" 7167 SQ. FT.

F = 69'-9" W = 30'-0" AREA "9" 4461 SQ. FT. 31'-9"
40'-10" AREA "12" 31498 SQ. FT. FRONTAGE P=456'-5" / F=216'-10" AREA "6" R-2: 6325 SQ. FT. M: 3625 SQ. FT. AREA "7" R-2: 4194 SQ. FT. M: 5973 SQ. FT. FRONTAGE AREA "8" P=462'-11" / F=201'-3" R-2:7080 SQ. FT. B: 2477 SQ. FT. M: 1164 SQ. FT. Elevator Lobby Lobby Plan 1-5 1 Bedroom / 1 Bathroom 831 SQ. FT. Kitchen/ Dining Living Room Deck 66 SQ. FT. W/D Bathroom WIC Lin Hall Bedroom Deck Deck Plan 3-1 3 Bedroom / 2 Bathroom 1320 SQ. FT. Living Room Kitchen M. Bathroom Coat Bathroom W/D Bedroom 2 M. Bedroom Deck WIC L Dining Foyer Hall Bedroom 3 Plan 3-1 3 Bedroom / 2 Bathroom 1320 SQ. FT. Living Room Kitchen Coat M. Bathroom Bathroom W/D Bedroom 2 M. Bedroom Deck WIC L Dining Foyer Hall Bedroom 3 ±6.0% Slope UP Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope Utilities Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Utilities Utilities Utilities AREA "4" 4269 SQ. FT. F = 74'-8 1/2" W = 30'-0" F = 107'-1" W = 30'-0" F = 109'-9" W = 30'-0" FRONTAGE P=456'-5" / F=216'-10"F = 126'-7" W = 30'-0" F = 160'-4" W = 30'-0" AREA "5" 7507 SQ. FT. F = 136'-1" W = 30'-0" F = 99'-6" W = 30'-0" FRONTAGE P=554' / F=305'-4" AREA "1" 11910 SQ. FT. AREA "11" 8033 SQ. FT. AREA "10" 8652 SQ. FT. F = 47'-2" W = 30'-0" AREA "2" 5085 SQ. FT. AREA "3" 7167 SQ. FT.

F = 69'-9" W = 30'-0" AREA "9" 4461 SQ. FT. 31'-9"
40'-10" GROUP M: OPEN TO BELOW GROUP M: OPEN TO BELOW GROUP M: OPEN TO BELOW AREA "12" 31498 SQ. FT. AREA "6" 6327 SQ. FT. FRONTAGE P=462'-11" / F=201'-3" AREA"7" 4192 SQ. FT. AREA "8" 7506 SQ. FT. GROUP M & B: OPEN TO BELOW FRONTAGE P=539' / F=160'-4" ±6.0% Slope UP Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope Lobby Lobby Plan 1-5 1 Bedroom / 1 Bathroom 831 SQ. FT. Kitchen/ Dining Living Room Deck 66 SQ. FT. W/D Bathroom WIC Lin Hall Bedroom Deck Deck Plan 3-1 3 Bedroom / 2 Bathroom 1320 SQ. FT. Living Room Kitchen M. Bathroom Coat Bathroom W/D Bedroom 2 M. Bedroom Deck WIC L Dining Foyer Hall Bedroom 3 Plan 3-1 3 Bedroom / 2 Bathroom 1320 SQ. FT. Living Room Kitchen Coat M. Bathroom Bathroom W/D Bedroom 2 M. Bedroom Deck WIC L Dining Foyer Hall Bedroom 3
Living Room
Kitchen/ Dining
Bedroom W/D
Bathroom
Lin Entry
WIC
Coat 1Plan 1-3 Bedroom / 1 Bat 942 SQ. FT.

Deck 75 SQ. FT. Utilities Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Utilities Utilities Utilities F = 136'-1" W = 30'-0" F = 99'-6" W = 30'-0" FRONTAGE P=554' / F=305'-4" AREA "1" 11910 SQ. FT. AREA "4" 4269 SQ. FT. AREA "11" 8033 SQ. FT. AREA "10" 8652 SQ. FT. F = 47'-2" W = 30'-0" F = 74'-8 1/2" W = 30'-0" AREA "2" 5085 SQ. FT. AREA "3" 7167 SQ. FT. AREA "6" 9946 SQ. FT. F = 107'-1" W = 30'-0" F = 109'-9" W = 30'-0"FRONTAGE P=456'-5" / F=216'-10"F = 126'-7" W = 30'-0"AREA "7" 10188 SQ. FT. FRONTAGE P=462'-11" / F=201'-3" "AREA" 8 10835 SQ. FT. F = 160'-4" W = 30'-0" FRONTAGE P=539' / F=160'-4" F = 69'-9" W = 30'-0" AREA "5" 7507 SQ. FT. AREA "9" 4461 SQ. FT. 31'-9" 40'-10" AREA "12" 31498 SQ. FT. ALLOWABLE BUILDING AREA ANALYSIS ACTUAL BUILDING AREA (GROSS) SUM OF RATIO FOR SEPARATED MIXED OCCUPANCIES AREA OCCUPANCY CLASSIFICATION (CBC 302) MIXED USE & OCCUPANCY (CBC 508) CONSTRUCTION TYPE BASE ALLOWABLE AREA (SF) CBC TABLE 506.2 FRONTAGE INCREASE FRONTAGE AREA AREA INCREASE HEIGHT AND STORY INCREASE ALLOWABLEAREA PER STORY (SF) ("Aa") CBC 506.2.1 At + [Ns x If] MULTI-STORY INCREASE - Sa PER CBC 506.2.3 (X2) TOTAL ALLOWABLE BUILDING AREA LEVEL B1 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 LEVEL 8 MIXED OCCUPANCY, MULTISTORY BUILDING CBC 506.2.4 OCCUPANCY LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 SUM OF RATIOS (<=2) PARKING GARAGE FIRE AREA "12" TYPE IA UL 0 UL UL 31498 SQ. FT. 31498 SQ. FT. 31498 SQ. FT. 31498 SQ. FT. 248249 SQ. FT. FIRE AREA "13" TYPE IA UL 0 UL UL 11434 SQ. FT. SINGLE OCCUPANCY BUILDING FIRE AREA "1" R-2 TYPE IIIA 24000 0.30 31200 2 62400 SF 11910 SQ. FT. 11910 SQ. FT. 11910 SQ. FT. 59549 SQ. FT. FIRE AREA "2" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 25423 SQ. FT. FIRE AREA "3" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 35836 SQ. FT. FIRE AREA "4" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 21344 SQ. FT. FIRE AREA "5" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 37536 SQ. FT. FIRE AREA "9" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 22307 SQ. FT. FIRE AREA "10" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 43325 SQ. FT. FIRE AREA "11" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 40166 SQ. FT. MIIXED OCCUPANCY BUILDING FIRE AREA "6" R-2 SEPARATED TYPE IIIA 24000 0.22 29280 NOT APPLICABLE 29280 SF 42490 SQ. FT. FIRE AREA "6" R-2 0.22 SQ. FT. 0.22 SQ. FT. 0.34 SQ. FT. 0.34 SQ. FT. 0.34 SQ. FT. M 55500 0.22 59570 SF 3625 SQ. FT. M 0.06 SQ. FT. RATIO PER FLOOR <1 0.28 SQ. FT. 0.22 SQ. FT. 0.34 SQ. FT. 0.34 SQ. FT. 0.34 SQ. FT. 1.51 SQ. FT. FIRE AREA "7" R-2 SEPARATED TYPE IIIA 0.18 28320 NOT APPLICABLE 28320 SF 35724 SQ. FT. FIRE AREA "7" 0.15 SQ. FT. 0.15 SQ. FT. 0.32 SQ. FT. 0.32 SQ. FT. 0.32 SQ. FT. M 0.18 58830 SF 5973 SQ. FT. 0.10 SQ. FT. RATIO PER FLOOR <1 0.25 SQ. FT. 0.15 SQ. FT. 0.32 SQ. FT. 0.32 SQ. FT. 0.32 SQ. FT. 1.36 SQ. FT. FIRE AREA "8" R-2 SEPARATED TYPE IIIA 24000 0.05 25200 NOT APPLICABLE 25200 SF 43439 SQ. FT. FIRE AREA "8" R-2 0.28 SQ. FT. 0.30 SQ. FT. 0.38 SQ. FT. 0.38 SQ. FT. 0.38 SQ. FT. M 55500 0.05 56425 56425 SF 1164 SQ. FT. M B 85500 0.05 86925 86925 SF 2477 SQ. FT. B 0.03 SQ. FT. RATIO PER FLOOR <1 0.33 SQ. FT. 0.30 SQ. FT. 0.38 SQ. FT. 0.38 SQ. FT. 0.38 SQ. FT. 1.77 SQ. FT. 119484 SQ. FT. 106609 SQ. FT. 117259 SQ. FT. 117259 SQ. FT. 117259 SQ. FT. 259683 SQ. FT. 680062 SQ. FT.

XXXXXXXX NOTE FIRE AREA 1 THRU 5 & 9 THRU 12 ARE SINGLE OCCUPANCY, MULTISTORY BUILDING. FIRE AREA 6 THRU 8 ARE MIXED OCCUPANCY, MULTISTORY BUILDINGS. THE SUM OF RATIO FOR SEPARATED MIXED OCCUPANCIES ARE CALCULATED BELOW: TOTAL TYPE IA BUILDING AREA NOT TAKEN NOT TAKEN NOT TAKEN NOT TAKEN NOT TAKEN NOT TAKEN NOT TAKEN NOT TAKEN THE TABLE BELOW ILLUSTRATES COMPLIES FOR MIXED-OCCUPANCY, MULTISTORY BUILDINGS PER CBC 506.2.4 - SUM OF THE RATIOS <2.0 IF=305.33/554-0.25] 30/30 IF=[0.30] 1 IF=0.30 FIRE AREA 6 - 1st FLOOR Aa = {[6,325/ 29,280] + [3,625/ 59,570]} < 1.0 Aa = {0.22 + 0.06} < 1.0 Aa = 0.28 < 1.0 (COMPLIES) IF=201.25/462.91-0.25] 30/30 IF=[0.18] 1 IF=0.18 IF=160.33/539-0.25] 30/30 IF=[0.05] 1 IF=0.05 FIRE AREA 8 - 1st FLOOR Aa = {[7,080/ 25,200] + [1,164/ 56,425] + [2,477/ 58,645]} < 1.0 Aa = {0.28 + 0.02+.03} < 1.0 Aa = 0.33 < 1.0 (COMPLIES) MIXED OCCUPANCY AREA - TOTAL BUILDING AREA CALCULATION: Aa = {Actual Area (1st Flr) / Allowable Area (1st Flr)} + {Actual Area (2nd Flr) / Allowable Area (2nd Flr)} + {Actual Area (3rd Flr) / Allowable Area (3rd Flr)} + {Actual Area (4th Flr) / Allowable Area (64th Flr)} + {Actual Area (5th Flr) / Allowable Area (5th Flr)} < 2.0 FIRE AREA 7 - 1st FLOOR Aa = {[4,194/ 28,320] + [5,973/ 58,830]} < 1.0 Aa = {0.15 + 0.10} < 1.0 Aa = 0.25 < 1.0 (COMPLIES) IF=216.83/456.42-0.25] 30/30 IF=[0.22] 1 IF=0.22 TOTAL TYPE IIIA BUILDING AREA NOT TAKEN Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-111 CODE ANALYSIS BUILDING A FIRE AREA COMPLIANCE PLAN - LEVEL 8 FIRE AREA COMPLIANCE PLAN - LEVEL 3 THRU 5 FIRE AREA COMPLIANCE PLAN - LEVEL 2 FIRE AREA COMPLIANCE PLAN - LEVEL 1 &nbsp;City Council&nbsp;31 &ndash;&nbsp;397/19/2022&nbsp; 81A-3 OCCUPANCY FITNESS 4042 SF / 50
A POOL ENCLOSURE A-3 OCCUPANCY GROUP 277 A-3 OCCUPANCY CLUBROOM 4143 SF / 15 79'-7 1/2" DISTANCE BETWEEN EXITS
OVERALL DIAGONAL DIMENSION = 125'-10" 1/3 DIAGONAL = 41'-11" (AT LEAST TWO EXITS SHALL BE SEPARATED BY NOT LESS THAN 1/3 THE OVERALL DIM) A
B
B
B
B
B
B
B C
OVERALL DIAGONAL DIMENSION = 108'-5" 1/3 DIAGONAL = 36'-2" (AT LEAST TWO EXITS SHALL BE SEPARATED BY NOT LESS THAN 1/3 THE OVERALL DIM) EXIT 200 POOL ENCLOSURE OVERALL DIAGONAL DIMENSION = 178'-6" 1/3 DIAGONAL = 59'-6" (AT LEAST TWO EXITS SHALL BE SEPARATED BY NOT LESS THAN 1/3 THE OVERALL DIM) EXIT 159 EXIT 200 107'-7" DISTANCE BETWEEN EXITS EXIT 41 EXIT 40 EXIT 200 1 STORAGE 135 SF / 300 1 TRASH EXIT 64 EXIT 65 EXIT 46 POOL

DISTANCE BETWEEN EXITS
103'-4 1/2"
82'-3 1/2" DISTANCE BETWEEN EXITS EXIT 12 EXIT 12 252 CLUBROOM DECK:166 CLUBROOM: FITNESS:40 POOL: 46 CPET=12'-7" 2HR FIRE BARRIER
CPET=39'-6" CPET=12'-11" L=132'-5"
L=202'-6" L=178'-8" L=91'-11"
L=162'-0" L=67'-3"
L=95'-2" 30'-10" DISTANCE BETWEEN EXITS TOTAL OCCUPANT LOAD POOL ENCLOSURE POOL/SPA - 1560 SF/50 = 32 OCCUPANTS POOL DECK - 5587 SF/15 = 373 OCCUPANTS TOTAL OCCUPANTS IN POOL ENCLOSURE = 405 OCCUPANTS CLUB ROOM CLUBROOM - 4143 SF/15 = 277 OCCUPANTS CLUBROOM DECK -2482 SF/15 = 166 OCCUPANTS FITNESS FITNESS- 4042 SF/50 = 81 OCCUPANTS A
BC TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INTERIOR EXIT STAIR 5 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INTERIOR EXIT STAIR 8 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INTERIOR EXIT STAIR 6 TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INTERIOR EXIT STAIR 7 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH (GARAGE) 200 0.2 40" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH640.2 12.8" MIN. 33.5" 36" HORIZONTAL EXIT HORIZONTAL EXIT CBC SECTION 1026 AND CBC SECTION 1026.2 1. PROVIDE STANDPIPE AS REQUIRED PER CBC SECTION 905 AND PER CFC SECTION 905.4 #2. 2. REFUGE AREA OF THE HORIZONTAL EXIT PER CBC SEC. 1026.4 Total occupant load entering: clubroom deck: 64 x 3 sq. ft. per occupant clubroom: 65 x 3 sq. ft. per occupant 387 sq. ft. refuge area required 602 sq. ft. refuge are provided TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH650.2 13" MIN. 33.5" 36" Lobby Lobby Deck Deck
1Plan 1-3 Bedroom / 1 Bat 942 SQ. FT. Utilities Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Utilities Utilities Utilities 3 RESIDENTIAL 543 SF / 200 127'-10 1/2" DISTANCE BETWEEN EXITS 49'-9" DEAD END CORRIDOR 3HR FIREWALL 3 RESIDENTIAL 543 SF / 200 4 RESIDENTIAL 798 SF / 200
6 RESIDENTIAL 1148 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
7 RESIDENTIAL 1274 SF / 200
4 RESIDENTIAL 752 SF / 200
4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 2004 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 2004 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1148 SF / 200
6 RESIDENTIAL 1148 SF / 200
6 RESIDENTIAL 1148 SF / 200
4 RESIDENTIAL 752 SF / 200 3 543 SF / 200
6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1071 SF / 200 3 RESIDENTIAL 518 SF / 200 6 RESIDENTIAL 1071 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200
7 RESIDENTIAL 1320 SF / 200 7 RESIDENTIAL 1320 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200 6 RESIDENTIAL 1066 SF / 200 4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 2004 RESIDENTIAL 683 SF / 200
7 RESIDENTIAL 1274 SF / 200
6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1071 SF / 2006 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 683 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200
7 RESIDENTIAL 1339 SF / 200
6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1066 SF / 200 5 RESIDENTIAL 943 SF / 200
5 RESIDENTIAL 844 SF / 200 3HR FIREWALL 3HR FIREWALL
3HR FIREWALL 3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL 3HR FIREWALL 3HR FIREWALL
563'-1" 1/3 DIAGONAL = 187'-8" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.29" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 450.3 13.5" 48" INT. EXIT STAIR 2 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.2 9 MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 450.3 13.5" 48" INT. EXIT STAIR 3 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.29" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 450.3 13.5" 48" INT. EXIT STAIR 4 40'-2" DEAD END CORRIDOR TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.29" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 450.3 13.5" 48" INT. EXIT STAIR 1 44'-3 1/2" DEAD END CORRIDOR
244'-7 1/2" DISTANCE BETWEEN EXITS
241'-1 3/4" DISTANCE BETWEEN EXITS EXIT 45 EXIT 45 EXIT 45 EXIT 45 CPET=114'-5" CPET=110'-6" CPET=71'-5" CPET=113'-3" 49'-9" DEAD END CORRIDOR CPET=102' CPET=84'-5" CPET=66'-0" 1 TRASH 88 SF / 200 1 FAN RM 75 SF / 300 1 FAN RM 84 SF / 300 1 TRASH 89 SF / 200 1 FAN RM 191 SF / 300 CPET=45'-8" CPET=49'-9" 141'-11 3/4" DISTANCE BETWEEN EXITS L=259'-11" L=239'-1"
L=158'-7" L=152'-7" L=199'-1" L=239'-9" L=215'-7" L=241'-0" L=234'-7" L=249'-0" L=233'-1" L=164'-1" 145 RESIDENTAL PARKING GARAGE 28806 SF / 200 RESIDENTIAL PARKING GARAGE SUMMARY TOTAL OCCUPANTS -150 / 2 EXITS = 75/75 OCCUPANTS PER EXIT CPET=39'-10" L=134'-11" L=280'-6" L=231'-5" CPET=25'-5" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH750.2 15" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 750.3 22.5" 48" INTERIOR EXIT STAIR 5 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.29" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 450.3 13.5" 48" INT. EXIT STAIR 8 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.29" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 450.3 13.5 48" INT. EXIT STAIR 6 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH (RES) 450.29" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 120 0.3 36" 48" INT. EXIT STAIR 7 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.29" MIN. 33.5" 36" HORIZONTAL EXIT Total occupant load entering the horizontal exit from building B: 41+41=82 x 3 sq. ft. per occupant 246 sq. ft. refuge area required 1,004 sq. ft. refuge area provided HORIZONTAL EXIT CBC SECTION 1026 AND CBC SECTION 1026.2 1. PROVIDE STANDPIPE AS REQUIRED PER CBC SECTION 905 AND PER CFC SECTION 905.4 #2. 2. REFUGE AREA OF THE HORIZONTAL EXIT PER CBC SEC. 1026.4 Total occupant load entering the horizontal exit from building A: 41 + 41 = 82 x 3 sq. ft. per occupant 246 sq. ft. refuge area required 1,290 sq. ft. refuge are provided L=266'-0" EXIT 75 EXIT 75
1 1
1 1
1 1
1 1 1 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH (GARAGE) 750.2 15" MIN. 33.5" 36" EXIT 45 EXIT 45 EXIT 45 EXIT 45 EXIT 45 Lobby Retail Trash Loading Elevator Lobby Retail 9568 SQ. FT. Gross Access Tunnel Lobby Deck Deck Leasing and Security Mail and Parcels Bike Room Utilities Utilities/ Storage Utilities Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Utilities Utilities Utilities Utilities 2 STORAGE 465 SF / 300
2 STORAGE 465 SF / 300
2 3 STORAGE 780 SF / 300 EGRESS OPENING WIDTH0.29" MIN. 33.5" 36" HORIZONTAL EXIT Total occupant load entering the horizontal exit from bldg. B: 24+41=38 x 3 sq. ft. per occ. 114 sq. ft. refuge area required 1,118 sq. ft. refuge area provided HORIZONTAL EXIT CBC SECTION 1026 AND CBC SECTION 1026.2 1. PROVIDE STANDPIPE AS REQUIRED PER CBC SECTION 905 AND PER CFC SECTION 905.4 #2. 2. REFUGE AREA OF THE HORIZONTAL EXIT PER CBC SEC. 1026.4 Total occupant load entering the horizontal exit from bldg. A: 24 + 14 = 38 x 3 sq. ft. per occ. 114 sq. ft. refuge area required 1,269 sq. ft. refuge are provided STORAGE 465 SF / 300 3 RESIDENTIAL 543 SF / 200 3 RESIDENTIAL 543 SF / 200 4 RESIDENTIAL 798 SF / 200 6 RESIDENTIAL 1148 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
7 RESIDENTIAL 1274 SF / 200
4 RESIDENTIAL 752 SF / 200
4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 726 SF / 2004 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1148 SF / 200
6 RESIDENTIAL 1148 SF / 200
6 RESIDENTIAL 1148 SF / 200
4 RESIDENTIAL 752 SF / 200 3 RESIDENTIAL 543 SF / 200
6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200
7 RESIDENTIAL 1320 SF / 200 7 RESIDENTIAL 1320 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 2004 RESIDENTIAL 683 SF / 200
7 RESIDENTIAL 1274 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 683 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1066 SF / 200
5 RESIDENTIAL 844 SF / 200 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL 3HR FIREWALL CPET=114'-5"
2 TRASH TERMINATION 347 SF / 200
1 FAN RM 75 SF / 300 1 FAN RM 74 SF / 300
2 TRASH TERMINATION 351 SF / 200
1 1
1 1
1 1
1 1 1 127'-10 1/2" DISTANCE BETWEEN EXITS 49'-9" DEAD END CORRIDOR RESIDENTIAL 726 SF / 200 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL
555'-4" 1/3 DIAGONAL = 184'-9" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" INT. EXIT STAIR 2 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.2 9 MIN. 33.5" 36" INT. EXIT STAIR 3 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH450.29" MIN. 33.5" 36" INT. EXIT STAIR 4 40'-2" DEAD END CORRIDOR TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH830.2 16.6" MIN. 33.5" 36" INT. EXIT STAIR 1 44'-3 1/2" DEAD END CORRIDOR
244'-7 1/2" DISTANCE BETWEEN EXITS
241'-1 3/4" DISTANCE BETWEEN EXITS EXIT 45 EXIT XX EXIT 38 CPET=114'-5" CPET=110'-6" CPET=71'-5" CPET=113'-3" 49'-9" DEAD END CORRIDOR CPET=120' CPET=51'-2" CPET=44'-9" CPET=45'-8" CPET=49'-9" 141'-11 3/4" DISTANCE BETWEEN EXITS L=246'-9"
L=158'-7" L=152'-7" L=227'-8" L=165'-6" L=215'-7" L=258'-5" L=184'-3" L=212'-9" L=233'-1" L=164'-1" 142 RESIDENTAL PARKING GARAGE 28351 SF / 200 RESIDENTIAL PARKING GARAGE SUMMARY TOTAL OCCUPANTS -148 / 2 EXITS = 74/74 OCCUPANTS PER EXIT CPET=39'-1" L=134'-11" L=280'-6" L=231'-5" CPET=25'-5" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH336 0.2 67.2" MIN. 67.5" 72" INT. EXIT STAIR 5 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" INT. EXIT STAIR 8 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" INT. EXIT STAIR 6 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH312 0.2 62.4" 67" 72" INT. EXIT STAIR 7 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH38 HORIZONTAL EXIT L=97'-2" EXIT 74 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH274 0.2 54.8 MIN. 67" 72" EXIT 38 EXIT 38 4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 683 SF / 200 EXIT RETAIL (TENANT IMPROVEMENT) 2 EXITS PROVIDED EXIT RETAIL (TENANT IMPROVEMENT) 2 EXITS PROVIDED EXITEXIT 1 TRASH 300 SF / 300 4MAIL 1049 SF / 300 13 LEASING 1260 SF / 100 3 LOADING 736 SF / 300 EXIT 13 EXIT DISCHARGE EXIT DISCHARGE EXIT 4 EXIT
3 EXIT
4 200 FROM ABOVE EXIT 200 EXIT 45
45FROM ABOVE EXIT 38EXIT DISCHARGE EXIT 312 L=185'-2"
45FROM ABOVE EXIT 38 EXIT 200 EXIT 38 EXIT 374
L=183'-5" EXIT 83 EXIT 238 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" 45FROM ABOVE EXIT 200 FROM ABOVE200 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" 45FROM ABOVE TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH308 0.2 47.6" MIN. 61.6" 62" EXIT 200EXIT 70 EXIT 70 EXIT 200 200 FROM ABOVE TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH374 0.2 74.8" MIN. 91" 96" Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-112 EXITING ANALYSIS BUILDING A EXITING - LEVEL THRU 5 NOTES 1 OCCUPANT LOAD OF SPACE EXIT XX EXIT DISCHARGE EXIT DISCHARGE THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND ABOVE AND SHOWN BY SYMBOL: B. ELEVATOR IS NOT REQUIRED AS A PART OF ACCESSIBLE MEANS OF EGRESS PER CBC SECTION 1009.2.1, EXCEPTION 1 (A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM PER CBC SECTION 903.3.1.1 IS PROVIDED WITH A HORIZONTAL EXIT). AN AREA OF REFUGE IS NOT REQUIRED CBC SECTION 1009.6 C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS SHALL COMPLY WITH 1009.3 EXCEPTIONS 2 & 5. PATH OF EGRESS AND COMMON PATH OF EGRESS TRAVEL (AND ACCESSIBLE MEANS OF EGRESS) CPET = XX'-X"COMMON PATH OF EGRESS TRAVEL EXIT ACCESS TRAVEL DISTANCE EXIT AND OCCUPANT LOAD (XX = OCCUPANT LOAD) 1. PROVIDE TACTILE AND BRAILLE "EXIT", "EXIT ROUTE", AND "TO EXIT" SIGN. REFER TO 23 & 27/AD-31.1 FOR PLACEMENT LOCATION INFORMATION. 2. IN, ADDITION, IN GROUP A OCCUPANCIES, PROVIDE A SIGN WITH THE OCCUPANT LOAD AS INDICATED IN A CONSPICUOUS PLACE NEAR MAIN EXIT OR EXIT-ACCESS DOORWAY IN THE ROOM. ACCESSIBLE MEANS OF EGRESS EXIT PLAN LEGEND TYPICAL EXIT STAIR WIDTH TYPICAL EGRESS DOOR WIDTH AREAS CALCULATED L = XX'-X" S-2 EXITING REQUIREMENTS: - BASED ON CBC TABLE 1004.1.2: (200 GROSS SF) PER OCCUPANT - TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET w/ FIRE SPRINKLERS PER CBC 903.3.1.1- COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1: S-2 = 100 FEET w/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: - BASED ON CBC TABLE 1004.1.2: (200 GROSS SF) PER OCCUPANT- TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET w/ FIRE SPRINKLERS PER CBC 903.3.1.1- COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1: R-2 = 125 FEET w/ FIRE SPRINKLERS PER CBC 903.3.1.1 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD x 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD x 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREA INCLUDED IN COURTYARD OCCUPANT LOAD CALCULATION. ALL AREAS NOT INCLUDED ARE PLANTERS AND CIRCULATION. AREA OF REFUGE PER CBC 1026.4 EXITING - ROOF DECK EXITING - LEVEL 1 (GROUND FLOOR) &nbsp;City Council&nbsp;31 &ndash;&nbsp;407/19/2022&nbsp; Fan Rm. Clubroom Fitness Lobby AREA "13" 11434 SQ. FT. Fan Rm. Trash Term. UP±6.0% Slope DN±6.0% Slope Fan Rm. Trash Term. Lobby Retail Trash Loading Elevator Lobby Retail 5562 SQ. FT. Gross Leasing and Security Mail and Parcels Deck Bike Room Utilities/ Storage Utilities/ Storage Utilities/ Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Utilities Utilities Utilities Utilities F = 129'-11" W = 30'-0" F = 129'-4" W = 30'-0" FRONTAGE P=511' / F=153'-8" AREA "7" 8131 SQ. FT. AREA "8" 8783 SQ. FT. AREA "3" 4713 SQ. FT. AREA "4" 9019 SQ. FT. F = 160'-4" W = 30'-0" F = 45'-8" W = 30'-0" AREA "2" 6919 SQ. FT. AREA "9" 4461 SQ. FT. AREA "12" 31498 SQ. FT. AREA "5" 10689 SQ. FT. AREA "6" 6472 SQ. FT. FRONTAGE P=519'-2" / F=304'-11" F = 95'-6" W = 30'-0" F = 11'-4" W = 30'-0" F = 23'-2" W = 30'-0" F = 23'-8" W = 30'-0" 35'-3" AREA "1" 6154 SQ. FT. FRONTAGE P=516'-9" / F=160'-4" AREA "11" R-2: 2378 SQ. FT. M: 4396 SQ. FT. AREA "10" R-2: 6627 SQ. FT. B: 2408 SQ. FT. M: 1147 SQ. FT. Elevator Lobby ±6.0% Slope UP Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope
Deck Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage
Utilities Utilities Utilities Utilities Utilities F = 129'-11" W = 30'-0" F = 129'-4" W = 30'-0" FRONTAGE P=511' / F=153'-8" AREA "7" 8131 SQ. FT. AREA "8" 8664 SQ. FT. AREA "3" 4713 SQ. FT. AREA "4" 9014 SQ. FT. AREA "10" 9215 SQ. FT. F = 160'-4" W = 30'-0" FRONTAGE P=516'-9" / F=160'-4" F = 45'-8" W = 30'-0" AREA "2" 6919 SQ. FT. AREA "9" 4461 SQ. FT. AREA "12" 31498 SQ. FT. AREA "5" 10689 SQ. FT. AREA "6" 6472 SQ. FT. FRONTAGE P=519'-2" / F=304'-11" F = 95'-6" W = 30'-0" F = 11'-4" W = 30'-0" F = 23'-2" W = 30'-0" F = 23'-8" W = 30'-0" 35'-3" AREA "1" 6153 SQ. FT. AREA "11" 6269 SQ. FT. ALLOWABLE BUILDING AREA ANALYSIS ACTUAL BUILDING AREA (GROSS) SUM OF RATIO FOR SEPARATED MIXED OCCUPANCIES AREA OCCUPANCY CLASSIFICATION (CBC 302) MIXED USE & OCCUPANCY (CBC 508) CONSTRUCTION TYPE BASE ALLOWABLE AREA (SF) CBC TABLE 506.2 FRONTAGE INCREASE FRONTAGE AREA AREA INCREASE HEIGHT AND STORY INCREASE ALLOWABLEAREA PER STORY (SF) ("Aa") CBC 506.2.1 At + [Ns x If] MULTI-STORY INCREASE - Sa PER CBC 506.2.3 (X2) TOTAL ALLOWABLE BUILDING AREA LEVEL B1 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 LEVEL 8 MIXED OCCUPANCY, MULTISTORY BUILDING CBC 506.2.4 OCCUPANCY LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 SUM OF RATIOS (<=2) PARKING GARAGE TYPE IA UL 0 UL UL 248249 SQ. FT. TYPE IA UL 0 UL UL 11434 SQ. FT. SINGLE OCCUPANCY BUILDING FIRE AREA "1" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 30776 SQ. FT. FIRE AREA "2" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 34594 SQ. FT. FIRE AREA "3" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 23565 SQ. FT. FIRE AREA "4" R-2 TYPE IIIA 24000 0.05 25200 2 50400 SF 45075 SQ. FT. FIRE AREA "5" R-2 TYPE IIIA 24000 0.33 31920 2 63840 SF 53445 SQ. FT. FIRE AREA "6" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 32360 SQ. FT. FIRE AREA "7" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 40653 SQ. FT. FIRE AREA "8" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 43447 SQ. FT. FIRE AREA "9" R-2 TYPE IIIA 24000 0 24000 2 48000 SF 22307 SQ. FT. MIIXED OCCUPANCY BUILDING FIRE AREA "10" R-2 SEPARATED TYPE IIIA 24000 0.06 25440 NOT APPLICABLE 25440 SF 41263 SQ. FT. FIRE AREA "10" R-2 0.26 0.27 0.36 0.36 0.36 M 55500 0.06 56610 SF 4396 SQ. FT. M 0.08 B 85500 0.06 87210 SF 2408 SQ. FT. B 0.03 RATIO PER FLOOR <1 0.34 0.27 0.36 0.36 0.36 1.70 FIRE AREA "11" R-2 SEPARATED TYPE IIIA 0 24000 NOT APPLICABLE 24000 SF 23563 SQ. FT. FIRE AREA "11" 0.10 0.10 0.26 0.26 0.26 M 0 55500 SF 4396 SQ. FT. 0.08 RATIO PER FLOOR <1 0.18 0.10 0.26 0.26 0.26 1.06 117042 SQ. FT. 106102 SQ. FT. 112198 SQ. FT. 112198 SQ. FT. 112198 SQ. FT. 259683 SQ. FT. 661929 SQ. FT.

XXXXXXXX NOTE FIRE AREA 1 THRU 9 ARE SINGLE OCCUPANCY, MULTISTORY BUILDING. FIRE AREA 10 AND 11 ARE MIXED OCCUPANCY, MULTISTORY BUILDINGS. THE SUM OF RATIO FOR SEPARATED MIXED OCCUPANCIES ARE CALCULATED BELOW: TOTAL TYPE IA BUILDING AREA NOT TAKEN NOT TAKEN NOT TAKEN NOT TAKEN NOT TAKEN NOT TAKEN THE TABLE BELOW ILLUSTRATES COMPLIES FOR MIXED-OCCUPANCY, MULTISTORY BUILDINGS PER CBC 506.2.4 - SUM OF THE RATIOS <2.0 FIRE AREA 11 - 1st FLOOR Aa = {[2,378/ 24,000] + [4,396/ 55,500]} < 1.0 Aa = {0.10 + 0.08} < 1.0 Aa = 0.18 < 1.0 (COMPLIES) FIRE AREA 10 - 1st FLOOR Aa = {[6,627/ 25,540] + [4,396/ 56,610] + [2,408/ 87,210]} < 1.0 Aa = {0.26 + 0.08+.03} < 1.0 Aa = 0.34 < 1.0 (COMPLIES) MIXED OCCUPANCY AREA - TOTAL BUILDING AREA CALCULATION: Aa = {Actual Area (1st Flr) / Allowable Area (1st Flr)} + {Actual Area (2nd Flr) / Allowable Area (2nd Flr)} + {Actual Area (3rd Flr) / Allowable Area (3rd Flr)} + {Actual Area (4th Flr) / Allowable Area (64th Flr)} + {Actual Area (5th Flr) / Allowable Area (5th Flr)} < 2.0 TOTAL TYPE IIIA BUILDING AREA IF=304.91/519.16-0.25] 30/30 IF=[0.33] 1 IF=0.33 IF=160.33/516.75-0.25] 30/30 IF=[0.06] 1 IF=0.06 IF=153.67/511-0.25] 30/30 IF=[0.05] 1 IF=0.05 NOT TAKEN NOT TAKENX NOT TAKEN Elevator Lobby ±6.0% Slope UP Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope
Deck Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage
Utilities Utilities Utilities Utilities Utilities GROUP M & B: OPEN TO BELOW F = 129'-11" W = 30'-0" F = 129'-4" W = 30'-0" FRONTAGE P=511' / F=153'-8" AREA "7" 8131 SQ. FT. AREA "8" 8673 SQ. FT. AREA "3" 4713 SQ. FT. AREA "4" 9014 SQ. FT. F = 160'-4" W = 30'-0" F = 45'-8" W = 30'-0" AREA "2" 6919 SQ. FT. AREA "9" 4461 SQ. FT. AREA "12" 31498 SQ. FT. AREA "5" 10689 SQ. FT. AREA "6" 6472 SQ. FT. FRONTAGE P=519'-2" / F=304'-11" F = 95'-6" W = 30'-0" F = 11'-4" W = 30'-0" F = 23'-2" W = 30'-0" F = 23'-8" W = 30'-0" 35'-3" AREA "1" 6164 SQ. FT. FRONTAGE P=516'-9" / F=160'-4" AREA "10" 6991 SQ. FT. GROUP M: OPEN TO BELOW AREA "11" 2378 SQ. FT. Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-121 CODE ANALYSIS BUILDING B FIRE AREA COMPLIANCE PLAN - LEVEL 8 FIRE AREA COMPLIANCE PLAN - LEVEL 3 THRU 5 FIRE AREA COMPLIANCE PLAN - LEVEL 2 FIRE AREA COMPLIANCE PLAN - LEVEL 1 &nbsp;City Council&nbsp;31 &ndash;&nbsp;417/19/2022&nbsp; Elevator Lobby ±6.0% Slope
UP Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage
Utilities Utilities Utilities Fan Rm. Clubroom Fitness Lobby TOTAL OCCUPANT LOAD POOL ENCLOSURE POOL/SPA - 1560 SF/50 = 32 OCCUPANTS POOL DECK - 5587 SF/15 = 373 OCCUPANTS TOTAL OCCUPANTS IN POOL ENCLOSURE = 405 OCCUPANTS CLUB ROOM CLUBROOM - 4143 SF/15 = 277 OCCUPANTS CLUBROOM DECK -2482 SF/15 = 166 OCCUPANTS FITNESS FITNESS- 4042 SF/50 = 81 OCCUPANTS AB
C TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INT. EXIT STAIR 7 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INT. EXIT STAIR 8 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INT. EXIT STAIR 4 TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INT. EXIT STAIR 2 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH (GARAGE) 200 0.2 40" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH640.2 12.8" MIN. 33.5" 36" HORIZONTAL EXIT HORIZONTAL EXIT CBC SECTION 1026 AND CBC SECTION 1026.2 1. PROVIDE STANDPIPE AS REQUIRED PER CBC SECTION 905 AND PER CFC SECTION 905.4 #2. 2. REFUGE AREA OF THE HORIZONTAL EXIT PER CBC SEC. 1026.4 Total occupant load entering: clubroom deck: 64 x 3 sq. ft. per occupant clubroom: 65 x 3 sq. ft. per occupant 387 sq. ft. refuge area required 602 sq. ft. refuge are provided TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH650.2 13" MIN. 33.5" 36" 81A-3 OCCUPANCY FITNESS 4042 SF / 50 A POOL ENCLOSURE A-3 OCCUPANCY GROUP 277 A-3 OCCUPANCY CLUBROOM 4143 SF / 15 79'-7 1/2" DISTANCE BETWEEN EXITS
OVERALL DIAGONAL DIMENSION = 128'-0" 1/3 DIAGONAL = 41'-11" (AT LEAST TWO EXITS SHALL BE SEPARATED BY NOT LESS THAN 1/3 THE OVERALL DIM) A
B
B
B B
B
B
B C
OVERALL DIAGONAL DIMENSION = 108'-5" 1/3 DIAGONAL = 36'-2" (AT LEAST TWO EXITS SHALL BE SEPARATED BY NOT LESS THAN 1/3 THE OVERALL DIM) EXIT 200 POOL ENCLOSURE OVERALL DIAGONAL DIMENSION = 191'-2" 1/3 DIAGONAL = 59'-6" (AT LEAST TWO EXITS SHALL BE SEPARATED BY NOT LESS THAN 1/3 THE OVERALL DIM) EXIT 159 EXIT 200 107'-7" DISTANCE BETWEEN EXITS EXIT 41 EXIT 40 EXIT 200 1 STORAGE 135 SF / 300 1 TRASH EXIT 64 EXIT 65 EXIT 46 POOL 103'-4 1/2" DISTANCE BETWEEN EXITS
82'-3 1/2" DISTANCE BETWEEN EXITS EXIT 12EXIT 12 252 CLUBROOM DECK:166 CLUBROOM: FITNESS:40 POOL: 46 CPET=12'-7" 2HR FIRE BARRIER
CPET=39'-6" CPET=12'-11" L=132'-5"
L=202'-6" L=178'-8" L=91'-11"
L=162'-0" L=67'-3"
L=95'-2"
30'-10" DISTANCE BETWEEN EXITS Elevator Lobby ±6.0% Slope UP Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope
Deck Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage
Utilities Utilities Utilities Utilities Utilities EXIT 38 3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200
6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 6 1066 SF / 200 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200
6 RESIDENTIAL 1071 SF / 200
6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 683 SF / 200
6 RESIDENTIAL 1066 SF / 200
7 RESIDENTIAL 1339 SF / 200
3 RESIDENTIAL 518 SF / 200
4 RESIDENTIAL 752 SF / 200 7 RESIDENTIAL 1274 SF / 200
6 RESIDENTIAL 1148 SF / 200
6 RESIDENTIAL 1148 SF / 200
3 RESIDENTIAL 543 SF / 200 4 RESIDENTIAL 752 SF / 200
6 RESIDENTIAL 1148 SF / 200
3 RESIDENTIAL 518 SF / 200 3 RESIDENTIAL 518 SF / 200 6 RESIDENTIAL 1148 SF / 200 CPET=113'-3" 1 1 L=234'-7" L=249'-0" EXIT 38 CPET=102' CPET=49'-9" L=164'-1" L=233'-1" L=247'-10"
1 1 CPET=78'-6" 1 L=180'-5" 38 EXIT 145 RESIDENTAL PARKING GARAGE 28806 SF / 200 RESIDENTIAL PARKING GARAGE SUMMARY TOTAL OCCUPANTS -150 / 2 EXITS = 75/75 OCCUPANTS PER EXIT CPET=39'-10" L=134'-11" L=280'-6" L=231'-5" CPET=25'-5" EXIT 75 EXIT 75 1 TRASH 88 SF / 200 1 FAN RM 75 SF / 300 1 FAN RM 84 SF / 300 1 TRASH 89 SF / 200 1 FAN RM 191 SF / 300 L=95'-0" CPET=83'-2"
L=227'-0" L=273'-8" 38 EXIT CPET=84'-5" L=239'-1" EXIT 38 L=206'-6" CPET=44'-2"
L=141'-10" L=163'-4" EXIT 38
CPET=41'-11" L=105'-6" L=157'-3" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6 MIN. 33.5" 36" HORIZONTAL EXIT Total occupant load entering the horizontal exit from building B: 29+28=54 x 3 sq. ft. per occupant 162 sq. ft. refuge area required 849 sq. ft. refuge area provided HORIZONTAL EXIT CBC SECTION 1026 AND CBC SECTION 1026.2 1. PROVIDE STANDPIPE AS REQUIRED PER CBC SECTION 905 AND PER CFC SECTION 905.4 #2. 2. REFUGE AREA OF THE HORIZONTAL EXIT PER CBC SEC. 1026.4 Total occupant load entering the horizontal exit from building A: 28 + 29 = 54 x 3 sq. ft. per occupant 162 sq. ft. refuge area required 1,297 sq. ft. refuge are provided EXIT 38 EXIT 38 EXIT 38 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 380.3 11.4 48" INT. EXIT STAIR 1 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 380.3 11.4 48" INT. EXIT STAIR 3 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 380.3 11.4 48" INT. EXIT STAIR 5 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH (GARAGE) 750.2 15" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60 60" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INT. EXIT STAIR 4 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6 MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INT. EXIT STAIR 8 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 200 0.3 60" 60" INT. EXIT STAIR 7 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED STAIR WIDTH REQUIRED STAIR WIDTH EGRESS WIDTH PER OCCUP EGRESS STAIR WIDTH 380.3 11.4" 48" INT. EXIT STAIR 6 614'-7" 1/3 DIAGONAL = 205'-10" 41'-8" DEAD END CORRIDOR 30'-7" DEAD END CORRIDOR 49'-9" DEAD END CORRIDOR 40'-2" DEAD END CORRIDOR 169'-11 1/2" DISTANCE BETWEEN EXITS
260'-2 3/4" DISTANCE BETWEEN EXITS
187'-0" DISTANCE BETWEEN EXITS 167'-8 3/4" DISTANCE BETWEEN EXITS 195'-7" DISTANCE BETWEEN EXITS TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH (RES) 380.2 7.6" MIN. 33.5" 36" INT. EXIT STAIR 2 2 STORAGE 465 SF / 300
2 STORAGE 465 SF / 300
3 STORAGE 780 SF / 300 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH200 0.2 40" MIN. 45.5" 48" RETAIL (TENANT IMPROVEMENT) 2 EXITS PROVIDED EXIT EXIT 1 TRASH 300 SF / 300 4MAIL 1049 SF / 300 13 LEASING 1260 SF / 100 3 LOADING 736 SF / 300 EXIT 13 EXIT DISCHARGE EXIT DISCHARGE EXIT 4 EXIT
3 4 EXIT 222 Fan Rm. Trash Term.

UP±6.0% Slope
DN±6.0% Slope Fan Rm. Trash Term. Lobby Retail Trash Loading Elevator Lobby Retail 5562 SQ. FT. Gross Leasing and Security Mail and Parcels Deck Bike Room Utilities/ Storage Utilities/ Storage Utilities/ Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage Utilities Utilities Utilities Utilities EXIT 22 3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL
3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 3HR FIREWALL 4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200
4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200 4 RESIDENTIAL 683 SF / 200
6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 6 1066 SF / 200 RESIDENTIAL 1066 SF / 200 6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200
6 RESIDENTIAL 1066 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200 6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 726 SF / 200
4 RESIDENTIAL 726 SF / 200
6 RESIDENTIAL 1071 SF / 200
4 RESIDENTIAL 683 SF / 200
3 RESIDENTIAL 518 SF / 200
4 RESIDENTIAL 752 SF / 200 7 RESIDENTIAL 1274 SF / 200
6 RESIDENTIAL 1148 SF / 200
6 RESIDENTIAL 1148 SF / 200
3 RESIDENTIAL 543 SF / 200 4 RESIDENTIAL 752 SF / 200
6 RESIDENTIAL 1148 SF / 200
3 RESIDENTIAL 518 SF / 200 3 RESIDENTIAL 518 SF / 200 6 RESIDENTIAL 1148 SF / 200 CPET=113'-3" 1 1 L=189'-9" L=249'-0" CPET=119'-6" CPET=49'-9" L=128'-9" L=193'-6" L=247'-10"
1 1 CPET=67'-0"
1 L=152'-3" 22 EXIT L=118'-9"
L=224'-7" L=224'-8" 38 EXIT CPET=47'-2" L=162'-11"
L=139'-0" CPET=44'-2"
L=170'-9" L=190'-11"
CPET=41'-11" L=105'-6" EXIT L=184'-10" 22 EXIT EXIT 22 60 2 TRASH TERMINATION 347 SF / 200
1 FAN RM 75 SF / 300 1 FAN RM 74 SF / 300
2 TRASH TERMINATION 351 SF / 200 141'-11 3/4" DISTANCE BETWEEN EXITS 142 RESIDENTAL PARKING GARAGE 28351 SF / 200 RESIDENTIAL PARKING GARAGE SUMMARY TOTAL OCCUPANTS -148 / 2 EXITS = 74/74 OCCUPANTS PER EXIT CPET=39'-1" L=134'-11" L=280'-6" L=231'-5" CPET=25'-5" EXIT 74

FROM ABOVE
200 EXIT 270 EXIT 200200 FROM ABOVE EXIT 200 EXIT 70 EXIT 70 EXIT 200 200 FROM ABOVE EXIT 60 L=185'-0" EXIT 22EXIT 22 45 EXIT
2 STORAGE 465 SF / 300
L=123'-5" CPET=40'-4"
4 RESIDENTIAL 726 SF / 200 4 RESIDENTIAL 683 SF / 200 EXIT EXIT 13 EXIT 22 EXIT 296 EXIT 22 EXIT 22 38 FROM ABOVE 38 FROM ABOVE 38 FROM ABOVE
38 FROM ABOVE EXIT 358 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH220.2 4.4" MIN. 33.5" 36" HORIZONTAL EXIT Total occupant load entering the horizontal exit from building B: 29+28=54 x 3 sq. ft. per occupant 162 sq. ft. refuge area required 849 sq. ft. refuge area provided HORIZONTAL EXIT CBC SECTION 1026 AND CBC SECTION 1026.2 1. PROVIDE STANDPIPE AS REQUIRED PER CBC SECTION 905 AND PER CFC SECTION 905.4 #2. 2. REFUGE AREA OF THE HORIZONTAL EXIT PER CBC SEC. 1026.4 Total occupant load entering the horizontal exit from building A: 28 + 29 = 54 x 3 sq. ft. per occupant 162 sq. ft. refuge area required 1,297 sq. ft. refuge are provided TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH600.2 12" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH600.2 12" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" INT. EXIT STAIR 6 614'-7" 1/3 DIAGONAL = 205'-10" 41'-8" DEAD END CORRIDOR 30'-7" DEAD END CORRIDOR 49'-9" DEAD END CORRIDOR 40'-2" DEAD END CORRIDOR 170'-7 1/2" DISTANCE BETWEEN EXITS
260'-2 3/4" DISTANCE BETWEEN EXITS
187'-0" DISTANCE BETWEEN EXITS 167'-8 3/4" DISTANCE BETWEEN EXITS TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH220.2 4.4" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH380.2 7.6" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH220.2 4.4" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH220.2 4.4" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH600.2 12" MIN. 33.5" 36" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH222 0.2 44.4" MIN. 45.5" 48" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH274 0.2 54.8" MIN. 67" 72" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH296 0.2 59.2" MIN. 67" 72" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH292 0.2 58.4" MIN. 67" 72" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH270 0.2 54" MIN. 67" 72" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH220.2 4.4" MIN. 33.5" 36" EXIT 22 TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH358 0.2 71.6" MIN. 91" 96" TOTAL OCCUPANTS PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH336 0.2 67.2" MIN. 67.5" 72" EXIT 336 Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-122 EXITING ANALYSIS BUILDING B EXITING - LEVEL THRU 5 NOTES 1 OCCUPANT LOAD OF SPACE EXIT XX EXIT DISCHARGE EXIT DISCHARGE THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND ABOVE AND SHOWN BY SYMBOL: B. ELEVATOR IS NOT REQUIRED AS A PART OF ACCESSIBLE MEANS OF EGRESS PER CBC SECTION 1009.2.1, EXCEPTION 1 (A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM PER CBC SECTION 903.3.1.1 IS PROVIDED WITH A HORIZONTAL EXIT). AN AREA OF REFUGE IS NOT REQUIRED CBC SECTION 1009.6 C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS SHALL COMPLY WITH 1009.3 EXCEPTIONS 2 & 5. PATH OF EGRESS AND COMMON PATH OF EGRESS TRAVEL (AND ACCESSIBLE MEANS OF EGRESS) CPET = XX'-X"COMMON PATH OF EGRESS TRAVEL EXIT ACCESS TRAVEL DISTANCE EXIT AND OCCUPANT LOAD (XX = OCCUPANT LOAD) 1. PROVIDE TACTILE AND BRAILLE "EXIT", "EXIT ROUTE", AND "TO EXIT" SIGN. REFER TO 23 & 27/AD-31.1 FOR PLACEMENT LOCATION INFORMATION. 2. IN, ADDITION, IN GROUP A OCCUPANCIES, PROVIDE A SIGN WITH THE OCCUPANT LOAD AS INDICATED IN A CONSPICUOUS PLACE NEAR MAIN EXIT OR EXIT-ACCESS DOORWAY IN THE ROOM. ACCESSIBLE MEANS OF EGRESS EXIT PLAN LEGEND TYPICAL EXIT STAIR WIDTH TYPICAL EGRESS DOOR WIDTH AREAS CALCULATED L = XX'-X" S-2 EXITING REQUIREMENTS: - BASED ON CBC TABLE 1004.1.2: (200 GROSS SF) PER OCCUPANT - TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET w/ FIRE SPRINKLERS PER CBC 903.3.1.1- COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1: S-2 = 100 FEET w/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: - BASED ON CBC TABLE 1004.1.2: (200 GROSS SF) PER OCCUPANT- TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET w/ FIRE SPRINKLERS PER CBC 903.3.1.1- COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1: R-2 = 125 FEET w/ FIRE SPRINKLERS PER CBC 903.3.1.1 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD x 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD x 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREA INCLUDED IN COURTYARD OCCUPANT LOAD CALCULATION. ALL AREAS NOT INCLUDED ARE PLANTERS AND CIRCULATION. AREA OF REFUGE PER CBC 1026.4 EXITING - ROOF DECK EXITING - LEVEL 1 (GROUND FLOOR) &nbsp;City Council&nbsp;31 &ndash;&nbsp;427/19/2022&nbsp; T.O.P.
9'-1" 9'-1"
±57'-0" L1
9'-1" L3L4L520'-6"
Retail
Flr-to-Flr Ht.
20'-6"
12'-0"
Retail
Flr-to-Flr Ht. T.O.P.
9'-1" 9'-1"
±57'-0" L1
20'-6" 9'-1" L3L4L5
Retail
Flr-to-Flr Ht.

B
A Material Legend 1. Stucco 2. Metal Siding 3. Fiber Cement Lap Siding 4. Fiber Cement Panel 5. Metal Railing 6. Glass Railing 7. Vinyl Window 8. Storefront Glazing 9. Canopy 10. Masonry Veneer Key Map n.t.s. 2. Cabrillo Park Drive Elevation (East) 9 Note: Refer to Material Boards for color and material information. Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-211 EXTERIOR ELEVATIONS 0 8 16 32 BUILDING A 1. 4th Street Elevation (South)
8 6
3 4
9 2
1 3
3 6
7 8
8 9
8 10
6 4
3 4
7 3
2 1
3 5
1 10
&nbsp;City Council&nbsp;31 &ndash;&nbsp;437/19/2022&nbsp; T.O.P.
9'-1" 9'-1" 9'-1"
±57'-0" L1
9'-1" L2L3L4L59'-1" T.O.P.
9'-1" 9'-1" 9'-1"
±57'-0" L1
9'-1" L2L3L4L59'-1"
B
A Material Legend 1. Stucco 2. Metal Siding 3. Fiber Cement Lap Siding 4. Fiber Cement Panel 5. Metal Railing 6. Glass Railing 7. Vinyl Window 8. Storefront Glazing 9. Canopy 10. Masonry Veneer Note: Refer to Material Boards for color and material information. 4. Site Interior Elevation (West) Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-212 "BUILDING A" EXTERIOR ELEVATIONS 0 8 16 32 3. Parckcourt Place Elevation (North) Key Map n.t.s. 2 5
3 1
7 6
3 4
1 2
3 7
3 4
6 9
8 5
7 2
9 8
3 4
2 1
3 9
1 1
3 1 10 10 10
&nbsp;City Council&nbsp;31 &ndash;&nbsp;447/19/2022&nbsp; T.O.P.
9'-1" 9'-1" 9'-1"
±57'-0" L1
9'-1" 9'-1" L2L3L4L5
19'-4"
12'-0"
Retail
Flr-to-Flr Ht. T.O.P.
9'-1" 9'-1" 9'-1"
±57'-0" L1
9'-1" 9'-1" L2L3L4L5
B
A Material Legend 1. Stucco 2. Metal Siding 3. Fiber Cement Lap Siding 4. Fiber Cement Panel 5. Metal Railing 6. Glass Railing 7. Vinyl Window 8. Storefront Glazing 9. Canopy 10. Masonry Veneer Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-221 "BUILDING B" EXTERIOR ELEVATIONS 0 8 16 32 Key Map n.t.s. 2. Freeway Frontage Elevation (West) 1. 4th Street Elevation (South) 10 3 7
1 2
9 4
3 6
8 6 10
3 4
7 5 10
1 4
3 3
1 2
2 &nbsp;City Council&nbsp;31 &ndash;&nbsp;457/19/2022&nbsp; T.O.P.
9'-1" 9'-1" 9'-1"
±59'-0" L1
9'-1" 9'-1" L2L3L4L5 T.O.P.
9'-1" 9'-1" 9'-1"
±57'-0" L1
9'-1" 12'-1" L2L3L4L5
B
A Material Legend 1. Stucco 2. Metal Siding 3. Fiber Cement Lap Siding 4. Fiber Cement Panel 5. Metal Railing 6. Glass Railing 7. Vinyl Window 8. Storefront Glazing 9. Canopy 10. Masonry Veneer Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-222 "BUILDING B" EXTERIOR ELEVATIONS 0 8 16 32 Key Map n.t.s. 4. Site Interior Elevation (East) 3. Parckcourt Place Elevation (North) 2 3
4 6
5 1
1 7
6 1
8 9
2 7
1 5
8 9
6 4
3 3
1 7
1 3 10
2 9
3 1
1 10
2 2
3 &nbsp;City Council&nbsp;31 &ndash;&nbsp;467/19/2022&nbsp; UP Fan Rm. ±6.0% Slope Turn-Around 24'-0" Typ. 8'-6"18'-0" A-310 BUILDING PLAN 0 10 20 40 BUILDING A - 1ST BASEMENT FLOOR Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 0'-0" FF L1 ISO. KEY 61'-6" FF L7 72'-9" FF L8 B1 GUEST PARKING &nbsp;City Council&nbsp;31 &ndash;&nbsp;477/19/2022&nbsp; Fan Rm. Trash Term.

UP±6.0% Slope
DN±6.0% Slope Fan Rm. Trash Term. Lobby
Retail Trash Loading Elevator Lobby Retail 9568 SQ. FT. Gross Access Tunnel Lobby Leasing and Security Mail and Parcels Bike Room Utilities Utilities/ Storage Utilities Storage Storage Storage Storage Storage Storage Storage
Storage
Storage
Storage Utilities Utilities Utilities Utilities
Capture9 24'-0" Typ. 8'-6"18'-0" 7'-0"
6'-8" 7'-0"
7'-0"
8'-0"
7'-0" 7'-0"
6'-0" 6'-0"
6'-0" 6'-0" 6'-0"
13'-10" 17'-5"
17'-4 1/2" 18'-3 1/2" 16'-7"
15'-3" A-311 BUILDING PLAN
0 10 20 40 BUILDING A - 1ST FLOOR Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 0'-0" FF L1 ISO. KEY 61'-6" FF L7 72'-9" FF L8 B1 UNIT 1-2 UNIT 1-1 UNIT 1-2 UNIT 1-2 UNIT 2-3 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-3 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-1 UNIT 1-1 UNIT 1-2 UNIT 2-1 UNIT 2-1 UNIT 3-1 UNIT 3-1 UNIT 1-1 UNIT 3-1 UNIT 1-2 UNIT 1-1 UNIT 1-2 UNIT 1-1 UNIT 3-1 UNIT 2-1 UNIT 2-2 UNIT 2-2 UNIT 2-2 UNIT 2-2 UNIT 2-3 UNIT 2-3 UNIT 2-3 UNIT 2-1 UNIT 2-1 UNIT 1-1 UNIT 1-1UNIT 0-2 UNIT 0-2 UNIT 0-2 UNIT 1-4 UNIT 1-4 UNIT 1-1 UNIT 1-2 UNIT 1-1 UNIT 1-2 UNIT 1-2 UNIT 2-1 UNIT 1-5 UNIT 1-1

CALLBOX GATED RESIDENT ENTRY RETAIL AND GUEST PARKING
&nbsp;City Council&nbsp;31 &ndash;&nbsp;487/19/2022&nbsp; Elevator Lobby Lobby ±6.0% Slope
UP Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope Utilities Storage Storage Storage Storage Storage Storage Storage Storage Storage
Storage
Storage
Storage Utilities Utilities Utilities
Capture9 24'-0" Typ. 8'-6"18'-0" 7'-0"
6'-8" 7'-0"
7'-0"
7'-1"
7'-0" 7'-0"
6'-0" 6'-0"
6'-0" 6'-0" 6'-0"
13'-10" 20'-1"
31'-7 1/2" 16'-5" 21'-0 1/2"
12'-6 1/2" A-312 BUILDING PLAN
0 10 20 40 BUILDING A - 2ND FLOOR Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 0'-0" FF L1 ISO. KEY 61'-6" FF L7 72'-9" FF L8 B1 Open to Retail Below Open to Service Below Open to Lobby Below UNIT 1-2 UNIT 1-2 UNIT 1-1 UNIT 1-2 UNIT 1-2 UNIT 2-3 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-3 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-1 UNIT 1-1 UNIT 1-2 UNIT 2-1 UNIT 2-1 UNIT 3-1 UNIT 3-1 UNIT 2-1 UNIT 1-1 UNIT 2-1 UNIT 0-1 UNIT 3-1 UNIT 1-2 UNIT 1-1 UNIT 1-2 UNIT 1-1 UNIT 3-1 UNIT 2-1 UNIT 1-4 UNIT 2-2 UNIT 2-2 UNIT 2-2 UNIT 2-2 UNIT 2-3 UNIT 2-3 UNIT 1-1 UNIT 1-1UNIT 0-2 UNIT 0-2 UNIT 0-2 UNIT 2-1 UNIT 1-4 UNIT 1-4 UNIT 2-1 UNIT 2-1 UNIT 2-3 UNIT 2-3 UNIT 2-1 UNIT 2-1 UNIT 1-1 UNIT 1-2 UNIT 1-2 UNIT 1-5 Open to Retail Below Open to Retail Below &nbsp;City Council&nbsp;31 &ndash;&nbsp;497/19/2022&nbsp; ±6.0% Slope
UP Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope Lobby Lobby Utilities Storage Storage Storage Storage Storage Storage Storage Storage Storage
Storage
Storage
Storage Utilities Utilities Utilities
Capture9 24'-0" Typ. 8'-6"18'-0" 7'-0"
6'-8" 7'-0"
7'-0"
7'-1"
7'-0" 7'-0"
6'-0" 6'-0"
6'-0" 6'-0" 6'-0"
14'-10" 16'-0"
31'-7 1/2" 16'-5" 21'-0 1/2"
12'-6 1/2"
0 10 20 40 Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-313 BUILDING PLAN BUILDING A - 3RD to 5TH FLOOR UNIT 3-2 UNIT 2-1 UNIT 1-2 UNIT 1-2 UNIT 1-1 UNIT 2-1 UNIT 1-2 UNIT 1-2 UNIT 2-3 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-3 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-1 UNIT 1-1 UNIT 1-2 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 3-1 UNIT 3-1 UNIT 2-1 UNIT 1-1 UNIT 2-1 UNIT 0-1 UNIT 3-1 UNIT 1-2 UNIT 1-1 UNIT 1-2 UNIT 1-1 UNIT 3-1 UNIT 2-1 UNIT 2-2 UNIT 2-2 UNIT 2-2 UNIT 2-2 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 2-3 UNIT 2-3 UNIT 2-3 UNIT 2-3UNIT 2-1 UNIT 2-1 UNIT 1-3 UNIT 1-1 UNIT 1-1UNIT 0-2 UNIT 0-2 UNIT 0-2 UNIT 2-1 UNIT 1-4 UNIT 1-4 UNIT 2-1 UNIT 1-1 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 0'-0" FF L1 ISO. KEY 61'-6" FF L7 72'-9" FF L8 B1 UNIT 2-1 UNIT UNIT 1-1 1-2 UNIT 1-2 UNIT 1-5 &nbsp;City Council&nbsp;31 &ndash;&nbsp;507/19/2022&nbsp; Fan Rm. Fan Rm. Fan Rm.

DN±6.0% Slope Pool and Spa Vault Pool Equipment 8'-0" Typ. 4'-0" Typ. 0 10 20 40 Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-317 BUILDING PLAN BUILDING A - 7TH FLOOR 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 0'-0" FF L1 ISO. KEY 61'-6" FF L7 72'-9" FF L8 B1 RESIDENT STORAGE 272 UNITS &nbsp;City Council&nbsp;31 &ndash;&nbsp;517/19/2022&nbsp; Fan Rm. Clubroom Fitness Lobby Open to Below Pool
0 10 20 40 Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-318 ROOF PLAN BUILDING A 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 0'-0" FF L1 ISO. KEY 61'-6" FF L7 72'-9" FF L8 B1 &nbsp;City Council&nbsp;31 &ndash;&nbsp;527/19/2022&nbsp; 24'-0" Typ. 8'-6"18'-0" A-320 BUILDING PLAN
0 10 20 40 BUILDING B - 1ST BASEMENT FLOOR Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 ISO. KEY 0'-0" FF L1 L7 L8 61'-6" FF 71'-9" FF B1 UP TURN- AROUND GUEST PARKING &nbsp;City Council&nbsp;31 &ndash;&nbsp;537/19/2022&nbsp; Lobby
Retail Trash Loading Elevator Lobby Retail 5562 SQ. FT. Gross Leasing and Security Mail and Parcels Bike Room Utilities/ Storage Utilities/ Storage Utilities/ Storage Storage Storage Storage Storage Storage Storage Storage
Storage
Storage
Storage Utilities Utilities Utilities Utilities 24'-0" Typ. 8'-6"18'-0" 8'-0" 7'-0"
27'-2 1/2" 18'-3" 16'-7"
15'-3" 7'-0" 6'-11"
6'-6"
6'-6" 7'-0"
8'-1 1/2"
7'-0" 7'-0" 7'-0"
6'-8"
6'-0" 6'-0" A-321 BUILDING PLAN
0 10 20 40 BUILDING B - 1ST FLOOR Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 ISO. KEY 0'-0" FF L1 L7 L8 61'-6" FF 71'-9" FF B1 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 1-1 UNIT 2-2 UNIT 1-2UNIT 0-2 UNIT 1-2 UNIT 1-1 UNIT 2-1 UNIT 1-2 UNIT UNIT 1-2 1-1 UNIT 0-1 UNIT 1-1 UNIT 0-1 UNIT 0-1 UNIT 2-3 UNIT 1-2 UNIT 2-3 UNIT 2-1 UNIT 1-4 UNIT 1-1 UNIT 1-2 UNIT 1-2 UNIT 2-2 UNIT 2-2 UNIT 1-2 UNIT 1-1 UNIT 2-1 UNIT 2-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 2-3 UNIT 1-2 UNIT 2-2 UNIT 1-1 UNIT 1-1 UNIT 3-1 UNIT 1-4UNIT 1-2 UNIT 2-3 UNIT 1-1 UNIT 2-3 UNIT 1-1 UNIT 2-3 UNIT 2-3 UNIT 1-1 UNIT 1-2

CALLBOX GATED RESIDENT ENTRYUP DN RETAIL AND GUEST PARKING &nbsp;City Council&nbsp;31 &ndash;&nbsp;547/19/2022&nbsp; Elevator Lobby Storage Storage Storage Storage Storage Storage Storage Storage Storage
Storage
Storage
Storage
Utilities Utilities Utilities Utilities Utilities 24'-0" Typ. 8'-6"18'-0" 7'-1" 7'-0"
31'-7 1/2" 18'-3" 21'-0 1/2"
12'-6 1/2" 7'-0" 6'-11"
6'-6"
6'-6" 7'-0"
8'-1 1/2"
7'-0" 7'-0" 7'-0"
6'-8"
6'-0" 6'-0" A-322 BUILDING PLAN
0 10 20 40 BUILDING B - 2ND FLOOR Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Open to Retail Below Open to Service Below Open to Lobby Below 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 ISO. KEY 0'-0" FF L1 L7 L8 61'-6" FF 71'-9" FF B1 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 1-1 UNIT 2-2 UNIT 1-2UNIT 0-2 UNIT 1-2 UNIT 2-1 UNIT 1-1 UNIT 2-1 UNIT 1-2 UNIT UNIT 1-2 1-1 UNIT 0-1 UNIT 1-1 UNIT 0-1 UNIT 0-1 UNIT 2-3 UNIT 1-2 UNIT 2-3 UNIT 2-1 UNIT 1-4 UNIT 1-2 UNIT 1-1 UNIT 1-2 UNIT 1-2 UNIT 2-2 UNIT 2-2 UNIT 1-2 UNIT 1-2 UNIT 1-1 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 2-1 UNIT 2-3 UNIT 1-2 UNIT 2-2 UNIT 1-1 UNIT 1-1 UNIT 3-1 UNIT 1-4UNIT 1-2 UNIT 2-3 UNIT 1-1 UNIT 2-3 UNIT 1-1 UNIT 2-3 UNIT 2-3 UNIT 2-3 UNIT 2-1 &nbsp;City Council&nbsp;31 &ndash;&nbsp;557/19/2022&nbsp; Elevator Lobby Storage Storage Storage Storage Storage Storage Storage Storage Storage
Storage
Storage
Storage
Utilities Utilities Utilities Utilities Utilities 24'-0" Typ. 8'-6"18'-0" 7'-1" 7'-0"
31'-7 1/2" 16'-5" 21'-0 1/2"
12'-6 1/2" 7'-0" 6'-11"
6'-6"
6'-6" 7'-0"
8'-1 1/2"
7'-0" 7'-0" 7'-0"
6'-8"
6'-0" 6'-0" A-323 BUILDING PLAN
0 10 20 40 BUILDING B - 3RD-5TH FLOOR Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 ISO. KEY 0'-0" FF L1 L7 L8 61'-6" FF 71'-9" FF B1 UNIT 2-1 UNIT 3-2UNIT 2-1 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 1-2 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 1-1 UNIT 2-1 UNIT 2-1 UNIT 2-2 UNIT 1-2UNIT 0-2 UNIT 1-2 UNIT 2-1 UNIT 1-1 UNIT 2-1 UNIT 1-2 UNIT UNIT 1-2 1-1 UNIT 0-1 UNIT 1-1 UNIT 0-1 UNIT 0-1 UNIT 2-3 UNIT 1-2 UNIT 2-3 UNIT 2-1 UNIT 1-4 UNIT 1-2 UNIT 1-1 UNIT 1-2 UNIT 1-2 UNIT 2-2 UNIT 2-2 UNIT 1-2 UNIT 1-2 UNIT 1-1 UNIT 2-1 UNIT 2-1 UNIT 2-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 1-1 UNIT 2-1 UNIT 2-3 UNIT 1-2 UNIT 2-2 UNIT 1-1 UNIT 1-1 UNIT 3-1 UNIT 1-4UNIT 1-2 UNIT 2-3 UNIT 1-1 UNIT 2-3 UNIT 1-1 UNIT 2-3 UNIT 2-3 UNIT 2-3 UNIT 2-1 &nbsp;City Council&nbsp;31 &ndash;&nbsp;567/19/2022&nbsp; Elevator Lobby Storage Storage Storage Storage Storage Storage Storage Storage Storage
Storage
Storage
Storage
Utilities Utilities Utilities Utilities Utilities 8'-0" Typ. 4'-0" Typ. A-327 BUILDING PLAN
0 10 20 40 BUILDING B - 7TH FLOOR Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 ISO. KEY 0'-0" FF L1 L7 L8 61'-6" FF 71'-9" FF B1 RESIDENT STORAGE 272 UNITS POOL VAULT DN POOL EQUIPMENT &nbsp;City Council&nbsp;31 &ndash;&nbsp;577/19/2022&nbsp; Elevator Lobby Storage Storage Storage Storage Storage Storage Storage Storage Storage
Storage
Storage
Storage
Utilities Utilities Utilities Utilities Utilities Fan Rm. Clubroom Fitness Lobby Open to Below Pool A-328 ROOF PLAN 0 10 20 40 BUILDING B Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 51'-3" FF L6 41'-0" FF L5 30'-9" FF L4 20'-6" FF L3 10'-3" FF L2 ISO. KEY 0'-0" FF L1 L7 L8 61'-6" FF 71'-9" FF B1 &nbsp;City Council&nbsp;31 &ndash;&nbsp;587/19/2022&nbsp; Units Units Units Units Units Parking Courtyard Amenity Amenity Units Units Units Units Parking Parking Parking Parking Parking Pool Roof Deck Parking Entry Units Units Units UnitsParking Entry Pool Roof Deck Parking Parking Parking Parking Parking Parking CABRILLO PARK DR. 5 FREEWAY ON RAMP Parking Units Units Units Units Courtyard Great Lawn Units Res. Storage Res. Storage Courtyard Amenity LEVEL 2 +10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 13'-8" LEVEL 3 +20'-6" LEVEL 4 +30'-9" LEVEL 5 +41'-0" LEVEL 6 +51'-3" LEVEL 7 +61'-6" LEVEL 8 +71'-9" ROOF +85'-5" 85'-5" LEVEL 1 +0'-0" Units Units Units UnitsParking Entry Pool Roof Deck Parking Parking Parking Parking Parking Parking CABRILLO PARK DR. Parking Units Units Units Units Units Res. Storage B
A Parking Parking Parking Parking Parking Parking Parking Ramp (6.0% slope) Parking Ramp (6.0% slope) Parking Ramp (6.0% slope) Parking Ramp (6.0% slope) Parking Ramp (6.0% slope) Parking Ramp (6.0% slope) Parking Ramp (6.0% slope) Parking Parking Parking Parking Parking Parking Parking Parking Fitness Clubroom Corridor Corridor Corridor Corridor Units Corridor Units Units Units Units Units Units Units Units Units Units Units Units Units Units Units Units Units Units Units PARKCOURT PL. FOURTH ST. Courtyard Res. Storage Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-401 SECTIONS 2, 3 2, 3 - - Key Map n.t.s. 2. Site Section (1":30'-0") 3. Building A Section (1":20'-0") 1. Site Section (1":30'-0") BUILDING A BUILDING B BUILDING A BUILDING A 1 1 --
&nbsp;City Council&nbsp;31 &ndash;&nbsp;597/19/2022&nbsp; 31'-0" 18'-0"
31'-0" 24'-2"
24'-0" 34'-0" Plan 0-1 Studio 518 SQ. FT. Living/ Sleeping Kitchen Bathroom W/D Deck 52 SQ. FT. WICLin Dining Plan 1-1 1 Bedroom / 1 Bathroom 683 SQ. FT. Living Room Kitchen/ Dining Bathroom W/DWIC Coat Bedroom Lin Deck 65 SQ. FT. Plan 1-2 1 Bedroom / 1 Bathroom 725 SQ. FT. Living Room Kitchen W/D Bathroom Bedroom Deck 91 SQ. FT. WIC Lin Dining Coats Plan 1-4 1 Bedroom / 1 Bathroom 752 SQ. FT. Living Room Bedroom Lin Coats BathroomWIC Kitchen Dining Hall W/D Deck 59 SQ. FT. Plan 0-2 Studio 516 SQ. FT. Kitchen/ Dining BathroomW/DWIC Lin Living/ Sleeping Deck 52 SQ. FT.
23'-0" 24'-3"
34'-11" 24'-3" Living Room Kitchen/ Dining Bedroom W/D Bathroom Lin Entry WIC Coat Plan 1-3 1 Bedroom / 1 Bathroom 942 SQ. FT. Deck 75 SQ. FT. 38'-8" 27'-9" 5'-0" 14'-8" 11'-11 1/2"
5'-5 1/2" 9'-6 1/2"
5'-4 1/2"
5'-9 1/2" 8'-8 1/2" 15'-5"
7'-0" 12'-4"
4'-10"
1'-0"
1'-0"
1'-6"
1'-0"
0 2 4 8 A-501 ENLARGED FLOOR PLANS STUDIO & 1 BEDROOM UNITS Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 &nbsp;City Council&nbsp;31 &ndash;&nbsp;607/19/2022&nbsp; Plan 2-1 2 Bedroom / 2 Bathroom 1,066 SQ. FT. Living Room Kitchen M. Bathroom Coat W/D Bathroom Bedroom M. Bedroom Deck 72 SQ. FT. WIC Dining Hall 31'-0" 36'-2" Plan 2-3 2 Bedroom / 2 Bathroom 1071 SQ. FT. Living Room M. Bathroom Kitchen Bathroom W/D Bedroom M. Bedroom Deck 88 SQ. FT. WIC WIC Lin DiningCoats Plan 2-2 2 Bedroom / 2 Bathroom 1148 SQ. FT. M. Bathroom Coat Bedroom Bathroom WIC Living Room Kitchen W/D M. Bedroom Deck 72 SQ. FT. WICLin L Dining Foyer Hall
35'-0" 38'-5 1/2"
31'-0" 45'-0"
5'-2" 13'-10"
6'-3" 10'-11"
6'-6" 15'-0" Plan 1-5 1 Bedroom / 1 Bathroom 831 SQ. FT. Kitchen/ Dining Living Room Deck 66 SQ. FT.

W/D Bathroom WIC Lin Hall Bedroom
27'-2" 38'-0" 12'-0"
5'-6"
1'-0"
1'-0"
1'-0" A-502 ENLARGED FLOOR PLANS
0 2 4 8 1 AND 2 BEDROOM UNITS Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 &nbsp;City Council&nbsp;31 &ndash;&nbsp;617/19/2022&nbsp; Plan 3-2 3 Bedroom / 2 Bathroom 1391 SQ. FT. Bathroom Living Room Kitchen Dining Bedroom 3 Bedroom 2 Deck 156 SQ. FT. M. Bedroom M. Bathroom Coats W/DWIC Foyer Hall 35'-7" 42'-2" Plan 3-1 3 Bedroom / 2 Bathroom 1284 SQ. FT. Living Room Kitchen M. Bathroom Coat Bathroom W/D Bedroom 2 M. Bedroom Deck 64 SQ. FT. WIC L Dining Foyer Hall Bedroom 3 42'-2"
34'-0"
5'-2" 11'-11" 15'-10"
21'-0"
1'-1" A-503 ENLARGED FLOOR PLANS
0 2 4 8 3 BEDROOM UNITS Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 &nbsp;City Council&nbsp;31 &ndash;&nbsp;627/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-601 RENDERINGS SITE AERIAL &nbsp;City Council&nbsp;31 &ndash;&nbsp;637/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-602 RENDERINGS VIEW OF 4TH STREET FRONTAGE &nbsp;City Council&nbsp;31 &ndash;&nbsp;647/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-603 RENDERINGS VIEW OF ROOFTOP AMENITY &nbsp;City Council&nbsp;31 &ndash;&nbsp;657/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-604 RENDERINGS View of 4th Street and Cabrillo Park Drive View of Linear Park View of Retail Plaza at 4th Street and Cabrillo Park Drive &nbsp;City Council&nbsp;31 &ndash;&nbsp;667/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-605 RENDERINGS View of Building A's East Elevation View of Project Entry off 4th Street &nbsp;City Council&nbsp;31 &ndash;&nbsp;677/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-606 RENDERINGS View of seating in the Great Lawn Park View of walking path in the Great Lawn Park View looking down the Linear ParkView of Forecourt on Cabrillo Park Drive &nbsp;City Council&nbsp;31 &ndash;&nbsp;687/19/2022&nbsp; Architecture + Planning 888.456.5849 ktgy.com CENTRAL POINTE SANTA ANA, CA # 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 A-701 COLOR & MATERIAL BOARD Sample Section (1:20) 3. SIMULATED WOOD FIBER CEMENT SIDING 1. STUCCO 1 2. STUCCO 2 4. LAP SIDING FIBER CEMENT SIDING 5. PANEL SIDING FIBER CEMENT SIDING 7. FLAT METAL PANEL 8. FLAT METAL PANEL 9. FROSTED GLASS RAILING 6. PANEL SIDING FIBER CEMENT SIDING 10. VINYL WINDOWS 6 11. ALUMINUM FRAME STOREFRONT 12. STONE VENEER
1 11
7 9
3 10
3 4
5 8
7 1
2 3
1 2 11
1 &nbsp;City Council&nbsp;31 &ndash;&nbsp;697/19/2022&nbsp; CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-0.1 BUILDING SITE PLAN 0 16 32 64 LEVEL 1 TYPICAL SEE PAGE T1.0 SEE PAGE T1.1 SEE PAGE T1.2 SEE PAGE T1.3 CONCEPTUAL DE JULY 20TH, 2020 &nbsp;City Council&nbsp;31 &ndash;&nbsp;707/19/2022&nbsp; COMMERCIAL STAGING NOTE: HAULER TO PULL BINS OUT OF TRASH ROOMS, SERVICE AND RETURN TO TRASH ROOM.

ATTEMP TRUCK TO PULL STRAIGHT INTO MIDDLE BIN & PLACE EMPTY BINS TO THE RIGHT. SEE MOVEMENT PATTERN ON PAGE T0.3 & T0.4 50' STAGING PAD LENGTH CONCRETE STRESS PAD @ HATCHED AREA. RATED TO 60,000LBS MAX. FLOOR DRAIN REQUIRED TO KEEP WASTE SPILLAGE OUT OF STORM DRAIN ATTEMP 6"W X 12H CONCRETE CURB 10'-0" STAGING PAD WIDTH TAYLOR DUNN UTILITY VEHICLE USED TO MOVE BINS INTO PLACE. CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-0.2 BUILDING A & B STAGING PLAN 0 16 32 64 LEVEL 1 3CY WASTE 3CY RECYCLING SERVICE
M
T
W
T
F
S
8 8 TOTAL
8 RESIDENTIAL TRASH COLLECTION SCHEDULE BUILDING A + B TOTAL S NO GATES PROPOSED IN APPROACH OR DRIVE ISLE. APPROACH TO STAGING AREA IS COMPLETELY UNOBSTRUCTED. SEE PAGE T0.3 FOR TRUCK MANEUVERING PATTERNS 8 4
8 4 CONCEPTUAL DE JULY 20TH, 2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;717/19/2022&nbsp; 1 2
3 4
5 35ft SPU Front End Loader Overall Length 35.000ft Overall Width 10.1ft Overall Body Height 13.50ft Min Body Ground Clearance 1.371ft Max Track Width 8.000ft Lock-to-lock time 6.00s Empty Weight 35,840lbs Gross Weight 58,000lbs Service Clearance 24ft Inner Wheel Base 15.33ft 30°
60°
90°
120°
150° 180°
(Outer Wheel) 31.983ftMin Radius 19.001ftMin Radius (Inner Wheel) 35ftMin Radius
(Outer Body)

18.115ft Max Kickout 2.845ft Vehicle Tracking V20.00.2188(20190304) (c) Autodesk, Inc. www.Autodesk.com Title: 35ft SPU Front Load Notes: Turn(s) based upon a lock to lock distance of 5.00ft.

FRONT LOAD VEHICLE ENTRY (INITIAL BIN PLACEMENT)

FRONT LOAD VEHICLE EXIT (POST-PICKUP BIN PLACEMENT)
6 7
8 9 10 SEQUENTIAL PATTERN: 1. TRUCK PULLS UP AND FORKS THE BINS SETUP IN THE MIDDLE (INITIAL BIN SETUP). 2. TRUCK TO BACK UP WITH EMPTY BIN. 3. TRUCK TO PULL FORWARD WITH EMPTY BIN AND PLACE. 4. TRUCK TO BACK UP AND POSITION ITSELF TO PULL FORWARD. 5. TRUCK TO PULL FORWARD AND REPEAT PATTERN UNTIL ALL BINS ARE SERVICED. SEE PAGE T0.4 FOR EXACT BIN MOVEMENT PATTERN. SEQUENTIAL PATTERN: 6. TRUCK TO REVERSE TO POSITION ITSELF FOR 3 POINT TURN. 7-9. TRUCK TO CONDUCT 3 POINT TURN 10. TRUCK TO PULL FORWARD AND EXIT. SEE PAGE T0.4 FOR EXACT BIN MOVEMENT PATTERN. CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-0.3 TRASH STAGING & TRUCK MANUVERING 0 16 32 64 LEVEL 1 TYPICAL CONCEPTUAL DE JULY 20TH, 2020 &nbsp;City Council&nbsp;31 &ndash;&nbsp;727/19/2022&nbsp; ATTEMP FIRST 3 BINS BEING EMPTIED AND DROPPED IN SEQUENTIAL ORDER.

ATTEMP 1
2 1
3 3
2 ATTEMP NEXT BIN BEING EMPTIED AND DROPPED IN SEQUENTIAL ORDER. 4 4

ATTEMP PLACEMENT OF EMPTY BINS BY DRIVER POST COLLECTION

ATTEMP ATTEMP
7 6
5 8 LAST 4 BINS BEING, EMPTIED AND DROPPED IN SEQUENTIAL ORDER. THESE 4 BINS TO BE EMPTIED AND DROPPED BACK IN PLACE. NOT TO BE RELOCATED BY DRIVER. CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-0.4 SEQUENTIAL BIN MOVEMENT 0 4 8 12 LEVEL 1 TYPICAL CONCEPTUAL DE JULY 20TH, 2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;737/19/2022&nbsp; AIR COMPRESSOR CHUTE MASTER CONTROL DISCONNECTS 120V 15A SERVICE OUTLET. (TYP) ODOR CONTROL HOT/COLD HOSE BIB ELECTRIC PALLET JACK 6"W x 12"H CURB (TYP.) F.D A-500 COMPACTORS STACKED POWER PACK(2) STEEL PLATE W/ DIAMOND TREAD AS WALL PROTECTION ALONG THIS WALL. DESIGN ISSUE #1. 8'-0" ROLL-UP DOOR 3CY N ARROW WASTE COMPACTOR CONTAINER 3CY NARROW RECYCLING COMPACTOR CONTAINER A-A - SECTION A-A 3CY NARROW TOWABLE CONTAINER 1" TRASH ROOM LEVEL 1 LEVEL 2 CHUTE DISCHARGE DOOR, SEE NOTE 14 APOLLO MODEL A500 COMPACTOR, (2) TOTAL 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 30"Ø CHUTE 2'-10 7 8" 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 B-B - WASTE RECYCLING
5'-7
1 2
" 4'-6" (2) 30"Ø GALVANEAL CHUTE TRASH ROOM LEVEL 1 SECTION B-B 5'-9"
8 3
4" FROM EDGE OF CHUTE TO WALL A500 COMPACTOR FRONT VIEW. BIN NOT SHOWN FOR CLARITY. (TYP) 1'-3 3 4" FROM EDGE OF CHUTE TO WALL BUILDING A TRASH COLLECTION ROOM CORE 1 3CY NARROW SPARE WASTE COMPACTOR CONTAINER SHEET NOTES: RESIDENTIAL TRASH TERMINATION ROOM 1. TRASH COLLECTION ROOM IS PART OF 2HR FIRE-RATED TRASH CHUTE SHAFT - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON-CONCRETE WALLS. DO NOT INSTALL THE CURB AROUND THE COMPACTORS/BISORTER OR POWER PACKS. INSTALL STEEL PLATE WITH DIAMOND TREAD BACKING ALONG WALL WHERE INDICATED FOR WALL PROTECTION. 5. 8'-0" ROLL UP DOOR AND 3FT EXIT DOOR. 6. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/FT PER 2016 CBC. 7. (2) 30"Ø GRAVITY CHUTE WITH COMPACTORS FOR WASTE & RECYCLING. PROVIDE 3CY NARROW FL COMPACTOR CONTAINERS FOR WASTE & 3CY NARROW FL COMPACTOR CONTAINER FOR RECYCLING. CHUTES SHALL TERMINATE AT 5'-9" AFF. 8. PP: COMPACTOR POWER PACKS SHALL BE STACKED & FLOOR-MOUNTED. (2)
5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS 60" AFF. 9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL-MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. REQUIRES 120V 15A DEDICATED SERVICE. 10. AC: 2HP CHUTE AIR COMPRESSOR SHALL BE FLOOR-MOUNTED. REQUIRES 120V 15A SERVICE OUTLETS. 11. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 12. HB: HOT AND COLD HOSE BIB SHALL BE WALL-MOUNTED 60" AFF. 13. PROVIDE ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4000lb CAPACITY; TURNING RADIUS: 45.5". REQUIRES 120V 15A SERVICE OUTLETS. 14. CHUTE DISCHARGE DOOR: TYPE-A, HORIZONTALLY INSULATED SLIDING-STEEL DOOR, HELD OPEN BY 165° F FUSIBLE LINK. 15. 5HP 3PHASE, 208/230/460V FOR THE POWER PACKS REQUIRED. CHUTE INTAKE VESTIBULES: 16. CHUTE INTAKE VESTIBULES SHALL BE 1HR FIRE-RATED WITH 1HR FIRE-RATED DOOR; 5'-0" MIN REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. PROVIDE (2) SELF CLOSING, 15x18 BOTTOM HINGED, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOORS TO DISPOSE TRASH AND RECYCLING INTO COMPACTORS PER CBC 713.13.1. POWER TO INTAKE DOORS SUPPLIED BY MCP. SEE DETAIL 1T2.0. 17. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 18. PROVIDE 18X18 SIDE HINGED, AUTOMATIC OPENING, ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOORS THAT DISPOSE INTO CONTAINERS PER CBC 713.13.1. SEE DETAILS 2/T2.0. 19. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD-FRAME CONSTRUCTION. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/T2.0 FOR ANCHORING AND MASON BRA-RED SOUND ISOLATION PAD ASSEMBLY.POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN ISSUES: 1. SINCE COMPACTOR WILL GET CLOSE TO WALL AND NO ROOM TO MOVE IT AWAY,STEEL DIAMOND TREAD AS WALL PROTECTION WHERE INDICATED IN LIEU OF CURB. 2. MOVED WALL ATTACHED TO INTAKE DOOR TOWARDS 3FT EXIT DOOR BY 6 3
8" IN ORDER TO MAKE ROOM FOR CHUTE FOOTINGS. 3'-0" EXIT DOOR 3'-0" EXIT DOOR MOVED WALL TOWARD EXIT DOOR 6 3 8" & REDUCED TO 6". DESIGN ISSUE #2. (2) 30"Ø CHUTES W/ 34"Ø FLOOR OPENINGS (TYP). SEE NOTE 18 (2) SELF CLOSING, 15 x 18 BH AUTOMATIC OPENING DOOR, PER CBC 713.13.1. 3FT EXIT DOOR W
R UPPER VESITBULE LEVELS 02-07 (TYP) 3CY NARROW CONTAINER DETAILS 3CY NARROW SPARE WASTE COMPACTOR CONTAINER 3CY NARROW SPARE RECYCLING COMPACTOR CONTAINER 3CY NARROW SPARE RECYCLING COMPACTOR CONTAINER CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-1.0 TRASH COLLECTION ROOM CORE 1 0 2 4 8 BUILDING A CONCEPTUAL DE JULY 20TH, 2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;747/19/2022&nbsp; BUILDING A TRASH COLLECTION ROOM CORE 2 A-500 COMPACTORS 3CY WASTE COMPACTOR CONTAINER 3CY RECYCLING COMPACTOR CONTAINER AIR COMPRESSOR CHUTE MASTER CONTROL DISCONNECT 120V 15A SERVICE OUTLET. (TYP) ODOR CONTROL HOT/COLD HOSE BIB ELECTRIC PALLET JACK6"W x 12"H CURB (TYP.) F.D STACKED POWER PACK(2) 6'-0" ROLL-UP DOOR 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 3CY SPARE RECYCLING COMPACTOR CONTAINER 3CY SPARE WASTE COMPACTOR CONTAINER 3CY SPARE WASTE COMPACTOR CONTAINER 3'-0" EXIT DOOR WASTE RECYCLING 5'-7
1 2
" 4'-6" (2) 30"Ø GALVANEAL CHUTE TRASH ROOM LEVEL 1 SECTION B-B 5'-9" 1'-4
1 2" FROM EDGE OF CHUTE TO WALL A500 COMPACTOR FRONT VIEW. BIN NOT SHOWN FOR CLARITY. (TYP) 1'-1" FROM EDGE OF CHUTE TO WALL 3'-0" EXIT DOOR SHEET NOTES: RESIDENTIAL TRASH TERMINATION ROOM 1. TRASH COLLECTION ROOM IS PART OF 2HR FIRE-RATED TRASH CHUTE SHAFT - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON-CONCRETE WALLS. DO NOT INSTALL THE CURB AROUND THE COMPACTORS/BISORTER OR POWER PACKS. INSTALL STEEL PLATE WITH DIAMOND TREAD BACKING ALONG WALL WHERE INDICATED FOR WALL PROTECTION. 5. 6'-0" ROLL UP DOOR AND 3FT EXIT DOOR. 6. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/FT PER 2016 CBC. 7. (2) 30"Ø GRAVITY CHUTE WITH COMPACTORS FOR WASTE & RECYCLING. PROVIDE 3CY NARROW FL COMPACTOR CONTAINERS FOR WASTE & 3CY NARROW FL COMPACTOR CONTAINER FOR RECYCLING. CHUTES SHALL TERMINATE AT 5'-9" AFF. 8. PP: COMPACTOR POWER PACKS SHALL BE STACKED & FLOOR-MOUNTED. (2) 5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS 60" AFF. 9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL-MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. REQUIRES 120V 15A DEDICATED SERVICE. 10. AC: 2HP CHUTE AIR COMPRESSOR SHALL BE FLOOR-MOUNTED. REQUIRES 120V 15A SERVICE OUTLETS. 11. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 12. HB: HOT AND COLD HOSE BIB SHALL BE WALL-MOUNTED 60" AFF. 13. PROVIDE ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4000lb CAPACITY; TURNING RADIUS: 45.5". REQUIRES 120V 15A SERVICE OUTLETS. 14. CHUTE DISCHARGE DOOR: TYPE-A, HORIZONTALLY INSULATED SLIDING-STEEL DOOR, HELD OPEN BY 165° F FUSIBLE LINK. 15. 5HP 3PHASE, 208/230/460V FOR THE POWER PACKS REQUIRED. CHUTE INTAKE VESTIBULES: 16. CHUTE INTAKE VESTIBULES SHALL BE 1HR FIRE-RATED WITH 1HR FIRE-RATED DOOR; 5'-0" MIN REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. PROVIDE (2) SELF CLOSING, 15x18 BOTTOM HINGED, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOORS TO DISPOSE TRASH AND RECYCLING INTO COMPACTORS PER CBC 713.13.1. POWER TO INTAKE DOORS SUPPLIED BY MCP. SEE DETAIL 1T2.0. 17. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 18. PROVIDE 18X18 SIDE HINGED, AUTOMATIC OPENING, ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOORS THAT DISPOSE INTO CONTAINERS PER CBC 713.13.1. SEE DETAILS 2/T2.0. 19. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD-FRAME CONSTRUCTION. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/T2.0 FOR ANCHORING AND MASON BRA-RED SOUND ISOLATION PAD ASSEMBLY.POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN ISSUES: 1. MOVED WALL ATTACHED TO INTAKE DOOR TOWARDS 3FT EXIT DOOR BY 6 3
8" IN ORDER TO MAKE ROOM FOR CHUTE FOOTINGS. B-B
- A-A
- MOVED WALL TOWARD EXIT DOOR 6
3 8" & REDUCED TO 6". DESIGN ISSUE #1. (2) 30"Ø CHUTES W/ 34"Ø FLOOR OPENINGS (TYP). SEE NOTE 18 (2) SELF CLOSING, 15 x 18 BH AUTOMATIC OPENING DOOR, PER CBC 713.13.1. 3FT EXIT DOOR W
R UPPER VESITBULE LEVELS 02-07 (TYP) SECTION A-A 3CY NARROW TOWABLE CONTAINER 1" TRASH ROOM LEVEL 1 LEVEL 2 CHUTE DISCHARGE DOOR, SEE NOTE 14 APOLLO MODEL A500 COMPACTOR, (2) TOTAL 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 30"Ø CHUTE 2'-10 7 8" 3CY NARROW CONTAINER DETAILS 3CY SPARE RECYCLING COMPACTOR CONTAINER CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-1.1 TRASH COLLECTION ROOM CORE 2 0 2 4 8 BUILDING A CONCEPTUAL DE JULY 20TH, 2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;757/19/2022&nbsp; AIR COMPRESSOR CHUTE MASTER CONTROL DISCONNECT 120V 15A SERVICE OUTLET. (TYP) ODOR CONTROL HOT/COLD HOSE BIB ELECTRIC PALLET JACK 6"W x 12"H CURB (TYP.) F.D A-500 COMPACTORS STACKED POWER PACK(2) STEEL PLATE W/ DIAMOND TREAD AS WALL PROTECTION ALONG THIS WALL. DESIGN ISSUE #1. 8'-0" ROLL-UP DOOR 3CY WASTE COMPACTOR CONTAINER 3CY RECYCLING COMPACTOR CONTAINER A-A - 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 B-B - BUILDING B TRASH COLLECTION ROOM CORE 1 3CY NARROW SPARE RECYCLING COMPACTOR CONTAINER 3'-0" EXIT DOOR 3'-0" EXIT DOOR SECTION A-A RECYCLING WASTE 5'-7
1 2
" 4'-6" (2) 30"Ø GALVANEAL CHUTE TRASH ROOM LEVEL 1 SECTION B-B 5'-9"
8 3
4" FROM EDGE OF CHUTE TO WALL A500 COMPACTOR FRONT VIEW. BIN NOT SHOWN FOR CLARITY. (TYP) 1'-3 3 4" FROM EDGE OF CHUTE TO WALL SHEET NOTES: RESIDENTIAL TRASH TERMINATION ROOM 1. TRASH COLLECTION ROOM IS PART OF 2HR FIRE-RATED TRASH CHUTE SHAFT - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON-CONCRETE WALLS. DO NOT INSTALL THE CURB AROUND THE COMPACTORS/BISORTER OR POWER PACKS. INSTALL STEEL PLATE WITH DIAMOND TREAD BACKING ALONG WALL WHERE INDICATED FOR WALL PROTECTION. 5. 8'-0" ROLL UP DOOR AND 3FT EXIT DOOR. 6. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/FT PER 2016 CBC. 7. (2) 30"Ø GRAVITY CHUTE WITH COMPACTORS FOR WASTE & RECYCLING. PROVIDE 3CY FL COMPACTOR CONTAINERS FOR WASTE & 3CY FL COMPACTOR CONTAINER FOR RECYCLING. CHUTES SHALL TERMINATE AT 5'-9" AFF. 8. PP: COMPACTOR POWER PACKS SHALL BE STACKED & FLOOR-MOUNTED. (2)
5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS 60" AFF. 9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL-MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. REQUIRES 120V 15A DEDICATED SERVICE. 10. AC: 2HP CHUTE AIR COMPRESSOR SHALL BE FLOOR-MOUNTED. REQUIRES 120V 15A SERVICE OUTLETS. 11. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 12. HB: HOT AND COLD HOSE BIB SHALL BE WALL-MOUNTED 60" AFF. 13. PROVIDE ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4000lb CAPACITY; TURNING RADIUS: 45.5". REQUIRES 120V 15A SERVICE OUTLETS. 14. CHUTE DISCHARGE DOOR: TYPE-A, HORIZONTALLY INSULATED SLIDING-STEEL DOOR, HELD OPEN BY 165° F FUSIBLE LINK. 15. 5HP 3PHASE, 208/230/460V FOR THE POWER PACKS REQUIRED. CHUTE INTAKE VESTIBULES: 16. CHUTE INTAKE VESTIBULES SHALL BE 1HR FIRE-RATED WITH 1HR FIRE-RATED DOOR; 5'-0" MIN REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. PROVIDE (2) SELF CLOSING, 15x18 BOTTOM HINGED, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOORS TO DISPOSE TRASH AND RECYCLING INTO COMPACTORS PER CBC 713.13.1. POWER TO INTAKE DOORS SUPPLIED BY MCP. SEE DETAIL 1T2.0. 17. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 18. PROVIDE 18X18 SIDE HINGED, AUTOMATIC OPENING, ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOORS THAT DISPOSE INTO CONTAINERS PER CBC 713.13.1. SEE DETAILS 2/T2.0. 19. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD-FRAME CONSTRUCTION. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/T2.0 FOR ANCHORING AND MASON BRA-RED SOUND ISOLATION PAD ASSEMBLY. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN ISSUES: 1. SINCE COMPACTOR WILL GET CLOSE TO WALL AND NO ROOM TO MOVE IT AWAY,STEEL DIAMOND TREAD AS WALL PROTECTION WHERE INDICATED IN LIEU OF CURB. 2. MOVED WALL ATTACHED TO INTAKE DOOR TOWARDS 3FT EXIT DOOR BY 6 3
8" IN ORDER TO MAKE ROOM FOR CHUTE FOOTINGS. MOVED WALL TOWARD EXIT DOOR 6 3 8" & REDUCED TO 6". DESIGN ISSUE #2. (2) 30"Ø CHUTES W/ 34"Ø FLOOR OPENINGS (TYP). SEE NOTE 18 (2) SELF CLOSING, 15 x 18 BH AUTOMATIC OPENING DOOR, PER CBC 713.13.1. 3FT EXIT DOOR W
R UPPER VESITBULE LEVELS 02-07 (TYP) 3CY NARROW SPARE WASTE COMPACTOR CONTAINER 3CY NARROW SPARE WASTE COMPACTOR CONTAINER 3CY NARROW CONTAINER DETAILS 3CY NARROW TOWABLE CONTAINER 1" TRASH ROOM LEVEL 1 LEVEL 2 CHUTE DISCHARGE DOOR, SEE NOTE 14 APOLLO MODEL A500 COMPACTOR, (2) TOTAL 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 30"Ø CHUTE 2'-10 7 8" 3CY NARROW SPARE RECYCLING COMPACTOR CONTAINER CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-1.2 TRASH COLLECTION ROOM CORE 1 0 2 4 8 BUILDING B CONCEPTUAL DE JULY 20TH, 2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;767/19/2022&nbsp; BUILDING B TRASH COLLECTION ROOM CORE 2 A-500 COMPACTORS 3CY NARROW WASTE COMPACTOR CONTAINER 3CY NARROW RECYCLING COMPACTOR CONTAINER AIR COMPRESSORCHUTE MASTER CONTROL DISCONNECT 120V 15A SERVICE OUTLET. (TYP) ODOR CONTROL HOT/COLD HOSE BIB ELECTRIC PALLET JACK 6"W x 12"H CURB (TYP.) F.D STACKED POWER PACK(2) 6'-0" ROLL-UP DOOR 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 3CY NARROW SPARE RECYCLING COMPACTOR CONTAINER 3CY NARROW SPARE WASTE COMPACTOR CONTAINER 3CY NARROW SPARE WASTE COMPACTOR CONTAINER 3'-0" EXIT DOOR 3'-0" EXIT DOOR SHEET NOTES: RESIDENTIAL TRASH TERMINATION ROOM 1. TRASH COLLECTION ROOM IS PART OF 2HR FIRE-RATED TRASH CHUTE SHAFT - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON-CONCRETE WALLS. DO NOT INSTALL THE CURB AROUND THE COMPACTORS/BISORTER OR POWER PACKS. INSTALL STEEL PLATE WITH DIAMOND TREAD BACKING ALONG WALL WHERE INDICATED FOR WALL PROTECTION. 5. 6'-0" ROLL UP DOOR AND 3FT EXIT DOOR. 6. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/FT PER 2016 CBC. 7. (2) 30"Ø GRAVITY CHUTE WITH COMPACTORS FOR WASTE & RECYCLING. PROVIDE 3CY NARROW FL COMPACTOR CONTAINERS FOR WASTE & 3CY FL NARROW COMPACTOR CONTAINER FOR RECYCLING. CHUTES SHALL TERMINATE AT 5'-9" AFF. 8. PP: COMPACTOR POWER PACKS SHALL BE STACKED & FLOOR-MOUNTED. (2)
5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS 60" AFF. 9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL-MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. REQUIRES 120V 15A DEDICATED SERVICE. 10. AC: 2HP CHUTE AIR COMPRESSOR SHALL BE FLOOR-MOUNTED. REQUIRES 120V 15A SERVICE OUTLETS. 11. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 12. HB: HOT AND COLD HOSE BIB SHALL BE WALL-MOUNTED 60" AFF. 13. PROVIDE ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4000lb CAPACITY; TURNING RADIUS: 45.5". REQUIRES 120V 15A SERVICE OUTLETS. 14. CHUTE DISCHARGE DOOR: TYPE-A, HORIZONTALLY INSULATED SLIDING-STEEL DOOR, HELD OPEN BY 165° F FUSIBLE LINK. 15. 5HP 3PHASE, 208/230/460V FOR THE POWER PACKS REQUIRED. CHUTE INTAKE VESTIBULES: 16. CHUTE INTAKE VESTIBULES SHALL BE 1HR FIRE-RATED WITH 1HR FIRE-RATED DOOR; 5'-0" MIN REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. PROVIDE (2) SELF CLOSING, 15x18 BOTTOM HINGED, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOORS TO DISPOSE TRASH AND RECYCLING INTO COMPACTORS PER CBC 713.13.1. POWER TO INTAKE DOORS SUPPLIED BY MCP. SEE DETAIL 1T2.0. 17. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 18. PROVIDE 18X18 SIDE HINGED, AUTOMATIC OPENING, ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOORS THAT DISPOSE INTO CONTAINERS PER CBC 713.13.1. SEE DETAILS 2/T2.0. 19. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD-FRAME CONSTRUCTION. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/T2.0 FOR ANCHORING AND MASON BRA-RED SOUND ISOLATION PAD ASSEMBLY. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN ISSUES: 1. MOVED WALL ATTACHED TO INTAKE DOOR TOWARDS 3FT EXIT DOOR BY 6 3
8" IN ORDER TO MAKE ROOM FOR CHUTE FOOTINGS. SECTION A-A WASTE RECYCLING 5'-7
1 2
" 4'-6" (2) 30"Ø GALVANEAL CHUTE TRASH ROOM LEVEL 1 SECTION B-B 5'-9" 1'-4
1 2" FROM EDGE OF CHUTE TO WALL A500 COMPACTOR FRONT VIEW. BIN NOT SHOWN FOR CLARITY. (TYP) 1'-1" FROM EDGE OF CHUTE TO WALL B-B - A-A
- MOVED WALL TOWARD EXIT DOOR 6
3 8" & REDUCED TO 6". DESIGN ISSUE #1. (2) 30"Ø CHUTES W/ 34"Ø FLOOR OPENINGS (TYP). SEE NOTE 18 (2) SELF CLOSING, 15 x 18 BH AUTOMATIC OPENING DOOR, PER CBC 713.13.1. 3FT EXIT DOOR W
R UPPER VESITBULE LEVELS 02-07 (TYP) 3CY NARROW TOWABLE CONTAINER 1" TRASH ROOM LEVEL 1 LEVEL 2 CHUTE DISCHARGE DOOR, SEE NOTE 14 APOLLO MODEL A500 COMPACTOR, (2) TOTAL 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 30"Ø CHUTE 2'-10 7 8
"
3'-8" MAX TO

OPERATING
HANDLE 3CY NARROW CONTAINER DETAILS 3CY NARROW SPARE RECYCLING COMPACTOR CONTAINER CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-1.3 TRASH COLLECTION ROOM CORE 2 0 2 4 8 BUILDING B CONCEPTUAL DE JULY 20TH, 2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;777/19/2022&nbsp; BUILDING A RETAIL TRASH COLLECTION ROOM 4CY LOOSE CONTAINER DETAILS 8'-0" ROLL-UP DOOR 4CY LOOSE WASTE CONTAINER 4CY LOOSE RECYCLE CONTAINER 4CY LOOSE RECYCLE CONTAINER 3CY LOOSE COMPOST CONTAINER 3'-0" ROLL-UP DOOR PLAN VIEW SIDE VIEW FRONT/REAR VIEW SHEET NOTES: CENTRAL TRASH COLLECTION AREA 1. CENTRAL TRASH COLLECTION AREA IS 2HR FIRE-RATED - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON-CONCRETE WALLS. 5. 4CY CONTAINER FOR WASTE & RECYCLING. 3CY CONTAINER FOR COMPOST. 6. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 7. HB: HOT AND COLD HOSE BIB SHALL BE WALL-MOUNTED 60" AFF. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELYOF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. ODOR CONTROL HOT/COLD HOSE BIB 3CY LOOSE CONTAINER DETAILS SIDE VIEW FRONT/REAR VIEW PLAN VIEW 120V 15A SERVICE OUTLET. (TYP) CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-1.4 RETAIL TRASH COLLECTION ROOM 0 1 2 4 BUILDING A CONCEPTUAL DE JULY 20TH, 2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;787/19/2022&nbsp; BUILDING B RETAIL TRASH COLLECTION ROOM BUILDING A RETAIL TRASH COLLECTION ROOM 4CY LOOSE CONTAINER DETAILS 8'-0" ROLL-UP DOOR 4CY LOOSE WASTE CONTAINER 4CY LOOSE RECYCLE CONTAINER 4CY LOOSE RECYCLE CONTAINER 3CY LOOSE COMPOST CONTAINER 3'-0" ROLL-UP DOOR PLAN VIEW SIDE VIEW FRONT/REAR VIEW SHEET NOTES: CENTRAL TRASH COLLECTION AREA 1. CENTRAL TRASH COLLECTION AREA IS 2HR FIRE-RATED - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON-CONCRETE WALLS. 5. 4CY CONTAINER FOR WASTE & RECYCLING. 3CY CONTAINER FOR COMPOST. 6. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 7. HB: HOT AND COLD HOSE BIB SHALL BE WALL-MOUNTED 60" AFF. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELYOF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. ODOR CONTROL HOT/COLD HOSE BIB 120V 15A SERVICE OUTLET. (TYP) CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-1.5 RETAIL TRASH COLLECTION ROOM 0 1 2 4 BUILDING B CONCEPTUAL DE JULY 20TH, 2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;797/19/2022&nbsp; 5 1
2 4 2
6 3 D & S UNIT (NTS) INSTALLED BEHIND F.O. WALL 15x15 ACCESS DOOR (NTS) INSTALLED BY CONTRACTOR PRIOR TO ERECTING WALL 8 9 PLUMBING SCHEMATIC LEGEND: 1. 3
4"Ø DOMESTIC HOT WATER INLET WITH VACUUM BREAKER. 2. QUARTER-TURN GATE VALVE (SHUT-OFF AND BYPASS), (2) TOTAL. 3. PLUMBING DESIGN, MATERIALS, AND INSTALLATION BY OTHERS. 4. 24-VDC SOLENOID VALVE (OPTIONAL). NOT NEEDED FOR MANUAL OPERATION. 5. D & S UNIT: 1-GALLON CONTAINER, MOUNTING BRACKET, AND PROPORTIONAL VALVE AT REMOTE LOCATION. 6. FLUSHING SPRAY HEAD BELOW CHUTE VENT. 7. FIRE SPRINKLER HEAD AT HIGHEST INTAKE, LOWEST INTAKE, AND EVERY OTHER FLOOR BETWEEN - CONNECTION BY OTHERS. 8. SIDE-HINGED, UL RATED 90 MINUTE B-LABEL ACCESS DOOR. 9. SATIN CHROME PULL-HANDLE.

CL A36 FLOOR SUPPORT FRAME, SEE PLAN 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O. WALL, SEE DETAIL 2/- & NOTES 4 & 5 FOR HEIGHT REQUIREMENTS 7 SHEET NOTES: ‘ CHUTE DETAILS 1. CHUTE MATERIAL: GALVANIZED STEEL. 2. ALL WALL ASSEMBLIES ENCASING THE CHUTE SHAFT SHALL BE 2HR FIRE-RATED. 3. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS TO VERIFY ALL INFORMATION NOT RELATED TO ATM'S SCOPE OF WORK PER AGREEMENT. 4. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF

WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. CHUTE SHAFT AT INTAKE NO CONTACT BTWN GYP BOARD, FRAMING & CHUTE. SEAL GAP W/ FLEXIBLE ACOUSTIC RATED FIRE CAULKING AT PENETRATION THROUGH WALL & SHAFT, ALL AROUND FIRE-RATED ACOUSTIC FLEXIBLE SEALANT COAT CHUTE W/ SOUNDCOAT GP-1 OR KINETICS KDC-E-162 MATCH THICKNESS OF METAL TAPE INTERIOR OF CHUTE SHAFT TO PREVENT ODOROUS AIR LEAKS OPP HAND 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) COAT CHUTE W/ SOUNDCOAT GP-1 OR KINETICS KDC-E-162; MATCH THICKNESS OF METAL TAPE INTERIOR OF CHUTE SHAFT TO PREVENT ODOROUS AIR LEAKS DISCHARGE LEVEL WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, ROLLING FIRE ENCLOSURE DOOR W/ 165° F. FUSIBLE LINK, SHOWN IN CLOSED POSITION ANCHOR BOLTS W/ NEOPRENE GROMMETS. PROVIDE MASON BRA-RED SOUND ISOLATION PADS BELOW FRAME CHUTE AIR AND SOUND ISOLATION CHUTE VENT AT ROOF LEVEL ROOF LEVEL NOTES: 1. ATTACHMENT OF ALL BLOCKING, CURBS, AND OTHER ROOF COMPONENTS SHALL BE DESIGNED AND INSTALLED TO MEET THE MINIMUM REQUIREMENTS OF MANUFACTURER. 2. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR ALL WORK BY OTHERS. TYP RESIDENTIAL LEVEL (8-21) CL CL WOOD FRAME & ROOF ASSEMBLY BY OTHERS (S.S.D.) ACOUSTIC SEALANT VENT CAP W/ CURB FLASHING BY OTHERS (S.A.D.) CL 5 6
7 A36 FLOOR SUPPORT FRAME, SEE PLAN A36 FLOOR SUPPORT FRAME, SEE PLAN 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) FLOOR FRAME ANCHORING TYPE III & V FLOOR CONNECTION FRAMING BY OTHERS (S.S.D.) PROVIDE MASON BRA-RED SOUND ISOLATION PADS BELOW FRAME SIMPSON SPAX#6x 5 8" PANHEAD ZINC SCREW, (4) TOTAL PER ASSEMBLY PLYWOOD SUBFLOOR BY OTHERS ASTM A307 516-18UNCx1 CAP SCREW W/ STANDARD WASHER & NEOPRENE GROMMET, (1) TOTAL PER ASSEMBLY NOTES: 1. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL OTHER INFORMATION NOT LISTED. A36 FLOOR FRAME SEE PLAN 8 9 9
- NOTES: 1. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 2. INTAKE DOOR NOT SHOWN FOR CLARITY. 1 15x18 BOTTOM HINGED, NORMALLY CLOSED LOW-VOLTAGE ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOOR ELEVATION VIEW (WITHOUT TRIM) PLAN VIEW ISOMETRIC VIEW ELEVATION VIEW (WITH TRIM: 16 GA. 430 S.S.) SATIN CHROME PULL HANDLE W/ THUMB LATCH EI BOX MECH BOX COVER TOP 3 CHUTE INTAKE DOOR GROUND & 8-21 FLOORS CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O. WALL, SEE DETAIL 2/- & NOTES FOR HEIGHT REQUIREMENTS SCALE: 3 8" = 1'-0" SCALE: 3
8" = 1'-0" SCALE: 3
8" = 1'-0" SCALE: 3
8" = 1'-0" SCALE: 3
8" = 1'-0" SCALE: 4
1 2" = 1'-0" SCALE: 9" = 1'-0" 2-HR SHAFT SECTION BB AT CENTER WITH SQUARE OPENING SCALE: 9" = 1'-0" 9 11 WOOD FRAME CONSTRUCTION FOR 30" CHUTE PROVIDE BLKG AS REQ'D FOR CONTINUOUS FIRE RATING AT THE FLOOR ASSEMBLY, S.S.D. TIMBER CONSTRUCTION 15x18 BOTTOM HINGED ICD-2000 PNEUMATIC ASSIST INTAKE DOOR, 14" MAX OPENING A36 L1 1 2"x1
1 2"x
1 4 x 41" FLOOR SUPPORT FRAME AT 30"Ø CHUTE TYP 1" EMT TO POWER ICD RECYCLING DOORS. 3/4" EMT TO WASHDOWN SOLENOID ABOVE HIGHEST INTAKE. SPRINKLER RISER (SIZING BY OTHERS) WATER LINE FOR WASHDOWN RISER IF NOT PROVIDED ABOVE HIGHEST INTAKE (SIZING BY OTHERS) FINISH WALL LINE 2HR FIRE-RATED WALL BY OTHERS, TYP (S.A.D.) SHOWN FOR CONTEXT ONLY 34" SQ. OPENING MASON BRA-RED MOUNT TYP. (4) REQUIRED 3/4" CONDUIT FOR AIR COMPRESSOR BB BB NO CONTACT BTWN GYP BOARD, FRAMING & CHUTE. SEAL GAP W/ FLEXIBLE ACOUSTIC RATED FIRE CAULKING AT PENETRATION THROUGH WALL & SHAFT, ALL AROUND FIRE-RATED ACOUSTIC FLEXIBLE SEALANT COAT CHUTE W/ SOUNDCOAT GP-1 OR KINETICS KDC-E-162 MATCH THICKNESS OF METAL TAPE INTERIOR OF CHUTE SHAFT TO PREVENT ODOROUS AIR LEAKS OPP HAND TYP RESIDENTIAL LEVEL CL CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O. WALL SEE DETAIL 1/- A36 FLOOR SUPPORT FRAME, SEE PLAN 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) 9 - 9
- LIGHT (WHEN IN USE) RED OPEN BUTTON FIRE SPRINKLER DETAILS AND CHUTE SANITATION UNIT AT HIGHEST INTAKE FIRE SPRINKLER HEAD AT LOWEST LEVEL OF BUILDING FIRE SPRINKLER HEAD AT HIGHEST LEVEL OF BUILDING *FIRE SPRINKLER HEAD AT EVERY OTHER FLOOR EXAMPLE BUILDING VERTICAL SECTION VIEW *WHEN CALCULATING NUMBER OF FIRE SPRINKLER HEADS FOR EVERY OTHER FLOOR ALWAYS START WITH HIGHEST LEVEL LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 NOTES: 1. PROVIDE HIGH PRESSURE CHUTE WASHDOWN NOZZLE. 2. FILL SANITATION TANK WITH CONCENTRATED DISINFECTING SOLUTION. THE SYPHON HOSE SHOULD REACH THE BOTTOM OF THE SOLUTION CONTAINER. TO FLUSH WITH CLEAR WATER, TURN HANDLE TO THE ON POSITION. FACTORY SETTING OF THE PROPORTIONING VALVE IS FOR 50-GALLONS PER GALLON OF DISINFECTING SOLUTION. 3. NOTE THAT THE ACCESS DOOR AND D & S UNIT ARE SHOWN OUTSIDE OF CHUTE SHAFT FOR CLARITY. ALL WASHDOWN EQUIPMENT WILL BE INSTALLED WITHIN CHUTE SHAFT, ABOVE THE HIGHEST INTAKE. (1) D & S UNIT PER CHUTE. 4. 2019 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 5. 2019 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. 6. SUPPLIED BY VENDOR - INSTALLED BY PLUMBER. NOTES: 1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE. 2. BOTTOM HINGED DOORS ARE SELF-CLOSING, NOISELESS, AND SELF-LATCHING. UL CLASSIFIED 90 MINUTE FIRE-RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250° F MAX IN 30 MINUTES. 3. MAX OPENING FOR INTAKE DOOR IS 14" FROM FACE OF FINISHED WALL. 4. 2019 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 5. 2019 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. NOTES: 1. 2019 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 2. 2019 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. SATIN CHROME PULL HANDLE W/ THUMB LATCH 18x18 SIDE HINGED, AUTOMATIC OPENING ELECTRICALLY INTERLOCKED INTAKE DOOR ROUGH OPENING THRU-WALL RED OPEN BUTTONELEVATION VIEW (WITHOUT TRIM) PLAN VIEW (WITH TRIM: 16 GA. 430 S.S.) ELEVATION VIEW ISOMETRIC VIEW NOTES: 1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE. 2. SIDE HINGED DOORS ARE SELF-CLOSING, NOISELESS, AND SELF-LATCHING. UL CLASSIFIED 90 MINUTE FIRE-RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250° F MAX IN 30 MINUTES. 3. 2019 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 4. 2019 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. SCALE: 1 2" = 1'-0" THRU-WALL INTAKE DOOR
2 FLOOR 1 CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-2.0 CONCEPTUAL DE CHUTE DETAILS JULY 20TH, 2020 &nbsp;City Council&nbsp;31 &ndash;&nbsp;807/19/2022&nbsp; 12g GALV. SHEET METAL 1" x 1" x 1
8" ANGLE STIFFENERS TACK WELDED TO INSIDE POUR RING STIFFENERS REMOVED PRIOR TO CHUTE INSTALLATION SHEET NOTES: ‘ CHUTE DETAILS 1. CHUTE MATERIAL: GALVANIZED OR GALVANEAL 16G STEEL 2. ALL WALL ASSEMBLIES ENCASING THE CHUTE SHAFT SHALL BE 2HR FIRE-RATED. 3. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS TO VERIFY ALL INFORMATION NOT RELATED TO ATM'S SCOPE OF WORK PER AGREEMENT. 4. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. CONC SLAB WHERE OCCURS (S.S.D.) PROVIDE MASON BRA-RED SOUND ISOLATION PADS BELOW FRAME A36 FLOOR FRAME SEE PLAN ASTM A307 3 8"Ø CAST-IN-PLACE ANCHOR BOLT (2) TOTAL PER ASSEMBLY ARCHITECT SHALL VERIFY WITH RECOMMENDATIONS IN ACOUSTICS REPORT NOTES: 1. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL OTHER INFORMATION NOT LISTED. ASTM A307 516-18UNCx1 CAP SCREW W/ STANDARD WASHER & NEOPRENE GROMMET, (1) TOTAL PER ASSEMBLY 9 SCALE: 6" = 1'-0" 12 FLOOR SUPPORT FRAME ANCHORING SECTION VIEWS FLOOR SUPPORT FRAME ANCHORING PLAN VIEWS 15 - TYPE I FLOOR CONNECTION SCALE: 1
1 2" = 1'-0" DUCTILE IRON HOUSING BRIDGE-BEARING QUALITY NEOPRENE 1 2"Ø HOLES FOR 3
8"Ø ANCHOR BOLTS (2) TOTAL PER ASSEMBLY EDGE OF 34"Ø FLOOR OPENING: TYPE I FLOOR EDGE OF 30"Ø CHUTE SCALE: 3" = 1'-0" 35° NOTES: 1. SEE DETAIL 1/- FOR CHUTE INTAKE DOOR INFORMATION. 2. SEE DETAIL 9/- FOR ADDITIONAL FLOOR SUPPORT FRAME ANCHORING INFORMATION. 3. ANCHOR FLOOR SUPPORT FRAME AT ONE END AS SHOWN. OTHER SIDE OF FRAME TO REST ON TOP OF FLOOR AT INTAKE WALL. SEE PLAN FOR LAYOUT OF CHUTE SHAFT. A36 L1 1 2"x1
1 2"x
1 4x33 1/4" SQ. FLOOR SUPPORT FRAME TYP MASON BRA-RED MOUNT “ DUCTILE IRON HOUSING RADIAL CLEARANCE (RC) ASTM A307 5/16" XXX CAP SCREW W/STANDARD WASHER & NEOPRENE GROMMET , (1) TOTAL PER ASSEMBLY. TYP AT TYPE I & TYPE III CONSTRUCTION BRIDGE-BEARING QUALITY NEOPRENE TYPE I CONNECTION : 1 2 DIA. HOLES FOR ASTM A307 3
8" DIA. POST-INSTALLED ANCHOR BOLTS, (2) TOTAL PER ASSEMBLY. ARCHITECT SHALL VERIFY W/ RECOMMENDATIONS IN ACOUSTICS REPORT. PROVIDE SIMPSON SET-XP EPOXY ADHESIVE ANCHORING SYSTEM FOR POST INSTALLED ANCHORS (ICC-ES-ESR-2508) 3" 2"3/16" 1-3/8" 1-3/8"1-5/8" 1-5/8" 4-1/4" NOTES: 1.ALL HARDWARE PLATED 2.REFER TO MANUFACTURERS SPECIFICATIONS FOR ALL OTHER INFORMATION NOT INCLUDED 2-1/2" 2-1/2" 34 "
34 " TYPE III CONNECTION : 3
8" DIA. HOLES FOR SIMPSON 5 PAX #6 x 5
8 " R200 PANHEAD ZINC SCREW (4) TOTAL PER ASSEMBLY. ARCHITECT SHALL VERIFY WITH RECOMMENDATIONS IN ACOUSTICS REPORT(ICC-ES-ESR-2236). PROVIDE MASON BRA-RED SOUND ISOLATION PADS BELOW PLATE. SEE MFG.SPECS. TYP AT TYPE I AND TYPE III CONSTRUCTION MASON BRA-RED MOUNT TYP. (4) REQUIRED 15x18 BOTTOM HINGED PNEUMATIC ASSIST INTAKE DOOR, 14" MAX OPENING A36 L1 1 2"x1
1 2"x
1 4x33 1/4" SQ. FLOOR SUPPORT FRAME TYP 1" EMT FOR LOW VOLTAGE POWER34" DIA. POUR RING 1/2" EMT TO WASHDOWN SOLENOID ABOVE HIGHEST SPRINKLER RISER INTAKE. WATER LINE FOR WASHDOWN RISER IF NOT PROVIDED ABOVE HIGHEST INTAKE, FINISH WALL LINE 3 4" CONDUIT FOR AIR COMPRESSOR
1 1
2"Ø HOLES (5) CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN FEBRUARY 27TH, 2020 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] CONSULTANT : T-2.1 CONCEPTUAL DE CHUTE DETAILS SUPPLEMENTAL JULY 20TH, 2020 &nbsp;City Council&nbsp;31 &ndash;&nbsp;817/19/2022&nbsp; COMBUSTIBLE CONSTRUCTION LETTER OCFA FIRE MASTER PLAN NOTES (1-1-17) PARKING ENFORCEMENT LETTER VICINITY MAP BUILDING DESCRIPTION CONSTRUCTION TYPE AUTOMATIC FIRE SPRINKLERS SQUARE FOOTAGE BUILDING INFORMATION AND DATA RESIDENTIAL (LEVELS 1-5) FIRE FLOW INFORMATION & HYDRANT SPACING REQUIREMENTS PER 2017 OCFA GUIDELINE B-09 MARCH 2, 2020 ORANGE COUNTY FIRE AUTHORITY 1 FIRE AUTHORITY ROAD IRVINE, CA 92502-0125 RE: PARKING ENFORCEMENT PLAN: OCFA SR279393 CENTRAL POINTE - SANTA ANA, CA THE FIRE LANE PARKING ENFORCEMENT PLAN FOR THE ABOVE REFERENCED IS STATED AS FOLLOWS: ALL FIRE LANES WITHIN SITE SHALL BE MAINTAINED AND IN NO EVENT SHALL PARKING BE PERMITTED ALONG ANY PORTION OF A STREET OR DRIVE THAT REQUIRED FIRE LANES OR ANY AREA DESIGNATED AS A FIRE LANE FOR TURN-AROUND OR DRIVE THROUGH PURPOSES. THE PROJECT DEVELOPER SHALL ADOPT REASONABLE RULES AND REGULATIONS REGARDING THE PARKING OF VEHICLES ALONG THE STREETS, ROADS AND OR DRIVES WITHIN THE PROJECT THAT ARE NOT IN CONFLICT WITH APPLICABLE LAW. IN FURTHERANCE THEREOF, THE PROJECT DEVELOPER, THROUGH ITS OFFICERS, COMMITTEES AND AGENTS WILL ESTABLISH THE "PARKING" AND "NO PARKING" AREAS WITHIN THE PROPERTY IN ACCORDANCE WITH SECTION 22658.2 OF THE CALIFORNIA VEHICLE CODE AND ORANGE COUNTY FIRE AUTHORITY GUIDELINES. THE LAW SHALL BE ENFORCED THROUGH SUCH RULES AND REGULATIONS BY ALL LAWFUL MEANS, INCLUDING, WRITTEN WARNINGS, CITING, LEVYING FINES AND TOWING VEHICLES IN VIOLATION. THE PROJECT DEVELOPER WILL CONTRACT WITH A CERTIFIED PATROL AND TOWING COMPANY TO REMOVE VEHICLES THAT VIOLATE NO PARKING RESTRICTIONS. FIRST TIME VIOLATORS WILL RECEIVE A WRITTEN WARNING AND WITH SUBSEQUENT VIOLATIONS, THE VEHICLE SHALL BE SUBJECT TO TOWING. THE VEHICLE OWNER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN REMEDYING SUCH VIOLATION, INCLUDING WITHOUT LIMITATION TOWING COST, CITATIONS AND LEGAL FEES. MARCH 2, 2020 ORANGE COUNTY FIRE AUTHORITY 1 FIRE AUTHORITY ROAD IRVINE, CA 92502-0125 SUBJECT: COMBUSTIBLE CONSTRUCTION LETTER: OCFA SR279393 CENTRAL POINTE - SANTA ANA, CA THE PURPOSE OF THIS LETTER IS TO NOTIFY YOU THAT THIS PROJECT SHALL INSTALL ALL REQUIRED PAVED FIRE ACCESS ROADS THAT MEET O.C.F.A. GUIDELINES PER THE APPROVED PLANS. ALL FIRE HYDRANTS AND WATER SUPPLY FOR FIREFIGHTING PURPOSES SHALL BE INSTALLED PER THE APPROVED PLANS AND SHALL MEET ALL FIRE FLOWS REQUIREMENTS, PRIOR TO ANY COMBUSTIBLE CONSTRUCTION MATERIALS BEING DELIVERED FOR CONSTRUCTION. HEIGHT OCFA APPROVAL STAMP INSPECTION REQUIREMENTS: 1. OCFA SITE INSPECTIONS ARE REQUIRED FOR THIS PROJECT. PLEASE SCHEDULE ALL FIELD INSPECTIONS AT LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A RE-INSPECTION FEE. CALL OCFA INSPECTION SCHEDULING AT (714) 573-6150. 2. A LUMBER DROP INSPECTION SHALL BE PERFORMED PRIOR TO BRINGING COMBUSTIBLE MATERIALS (OR COMBUSTIBLE FIXTURES AND FINISHES FOR STRUCTURES OF NON-COMBUSTIBLE CONSTRUCTION). ALL-WEATHER ACCESS ROADS CAPABLE OF SUPPORTING 68,000 LBS., TOPPED WITH ASPHALT, CONCRETE, OR EQUIVALENT SHALL BE IN PLACE AND HYDRANTS OPERATIONAL AT TIME OF LUMBER DROP INSPECTION. 3. FOR PROJECTS WITH FUEL MODIFICATION, A VEGETATION CLEARANCE INSPECTION IS REQUIRED PRIOR TO A LUMBER DROP INSPECTION. USE THE FUEL MODIFICATION PLAN SERVICE REQUEST NUMBER TO SCHEDULE THE VEGETATION CLEARANCE INSPECTION. 4. PHASED INSTALLATION OF FIRE ACCESS ROADS REQUIRES ADDITIONAL INSPECTIONS NOT COVERED BY THE FEES PAID AT PLAN SUBMITTAL. CONTACT INSPECTION SCHEDULING TO ARRANGE FOR ADDITIONAL INSPECTIONS THAT MAY BE NEEDED AND ANY FEES THAT MAY BE DUE. 5. AN ORIGINAL APPROVED, SIGNED, WET-STAMPED OCFA FIRE MASTER PLAN SHALL BE AVAILABLE ON-SITE AT TIME OF INSPECTION. 6. ACCESS ROADS AND HYDRANTS SHALL BE MAINTAINED AND REMAIN CLEAR OF OBSTRUCTIONS AT ALL TIMES DURING AND AFTER CONSTRUCTION. AREAS WHERE PARKING IS NOT PERMITTED SHALL BE CLEARLY IDENTIFIED AT ALL TIMES. OBSTRUCTION OF FIRE LANES AND HYDRANTS MAY RESULT IN CANCELLATION OR SUSPENSION OF INSPECTIONS. 7. TEMPORARY FUEL TANKS OF 60 OR MORE GALLONS SHALL BE REVIEWED, INSPECTED, AND PERMITTED BY THE OCFA PRIOR TO USE. 8. THE PROJECT ADDRESS SHALL BE CLEARLY POSTED AND VISIBLE FROM THE PUBLIC ROAD DURING CONSTRUCTION. 9. ALL GATES IN CONSTRUCTION FENCING SHALL BE EQUIPPED WITH EITHER A KNOX OR BREAKAWAY PADLOCK. 10. BUILDINGS OF FOUR OR MORE STORIES SHALL BE PROVIDED WITH STAIRS AND A STANDPIPE BEFORE REACHING 40 FEET IN HEIGHT. GENERAL REQUIREMENTS: 11. FIRE LANE WIDTHS SHALL BE MEASURED FROM TOP FACE OF THE CURB TO TOP FACE OF THE CURB FOR FIRE LANES WITH STANDARD CURBS AND GUTTERS AND FROM FLOW-LINE TO FLOW-LINE FOR FIRE LANES WITH MODIFIED CURB DESIGNS (E.G., ROLLED, RAMPED, ETC.). THE DEVELOPER IS RESPONSIBLE TO VERIFY THAT ALL APPROVED PUBLIC WORKS OR GRADING DEPARTMENT STREET IMPROVEMENT PLANS OR PRECISE GRADING PLANS CONFORM TO THE MINIMUM STREET WIDTH MEASUREMENTS PER THE APPROVED OCFA FIRE MASTER PLAN AND STANDARDS IDENTIFIED IN OCFA GUIDELINE B-09 FOR ALL PORTIONS OF THE FIRE ACCESS ROADS. 12. PERMANENT, TEMPORARY, AND PHASED EMERGENCY ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT AN IMPOSED LOAD OF 68,000 LBS. AND SURFACED TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES. 13. FIRE LANE SIGNS AND RED CURBS SHALL MEET THE SPECIFICATIONS SHOWN IN OCFA GUIDELINE B-09 AND SHALL BE INSTALLED AS DESCRIBED THEREIN. ADDITIONAL FIRE LANE MARKINGS MAY BE REQUIRED AT THE TIME OF INSPECTION DEPENDING ON FIELD CONDITIONS. 14. ALL FIRE HYDRANTS SHALL HAVE A “BLUE REFLECTIVE PAVEMENT MARKER” INDICATING THEIR LOCATION PER THE OCFA STANDARD. ON PRIVATE PROPERTY MARKERS ARE TO BE MAINTAINED IN GOOD CONDITION BY THE PROPERTY OWNER. 15. ADDRESS NUMBERS SHALL BE LOCATED AND BE OF A COLOR AND SIZE SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE ROADWAY FROM WHICH THE BUILDING IS ADDRESSED IN ACCORDANCE WITH OCFA GUIDELINE B-09. WAYFINDING SIGNS, WHEN REQUIRED BY THE LOCAL AHJ, SHALL COMPLY WITH THE STANDARDS OF THAT AGENCY. WHEN WAYFINDING SIGNS ARE ALSO REQUIRED BY THE OCFA, THEY MAY BE DESIGNED TO LOCAL AHJ REQUIREMENTS PROVIDED THAT SUCH STANDARDS FACILITATE LOCATION OF STRUCTURES, SUITES, AND DWELLING UNITS BY EMERGENCY PERSONNEL. 16. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH CHAPTER 5 OF THE CFC AND OCFA GUIDELINES. 17. APPROVED ACCESS WALKWAYS SHALL BE PROVIDED TO ALL REQUIRED OPENINGS AND ALL RESCUE WINDOWS. 18. VEGETATION SHALL BE SELECTED AND MAINTAINED IN SUCH A MANNER AS TO ALLOW IMMEDIATE ACCESS TO ALL HYDRANTS, VALVES, FIRE DEPARTMENT CONNECTIONS, PULL STATIONS, EXTINGUISHERS, SPRINKLER RISERS, ALARM CONTROL PANELS, RESCUE WINDOWS, AND OTHER DEVICES OR AREAS USED FOR FIREFIGHTING PURPOSES. VEGETATION OR BUILDING FEATURES SHALL NOT OBSTRUCT ADDRESS NUMBERS OR INHIBIT THE FUNCTIONING OF ALARM BELLS, HORNS, OR STROBES. 19. DUMPSTERS AND TRASH CONTAINERS LARGER THAN 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM. 20. ANY FUTURE MODIFICATION TO THE APPROVED FIRE MASTER PLAN OR APPROVED SITE PLAN, INCLUDING BUT NOT LIMITED TO ROAD WIDTH, GRADE, SPEED HUMPS, TURNING RADII, GATES OR OTHER OBSTRUCTIONS, SHALL REQUIRE REVIEW, INSPECTION, AND APPROVAL BY THE OCFA. 21. APPROVAL OF THIS PLAN SHALL NOT BE CONSTRUED AS APPROVAL OF ANY INFORMATION OR PROJECT CONDITIONS OTHER THAN THOSE ITEMS AND REQUIREMENTS IDENTIFIED IN OCFA GUIDELINE B-09 AND RELATED PORTIONS OF THE 2016 CFC AND CBC. THIS PROJECT MAY BE SUBJECT TO ADDITIONAL REQUIREMENTS NOT STATED HEREIN UPON EXAMINATION OF ACTUAL SITE AND PROJECT CONDITIONS OR DISCLOSURE OF ADDITIONAL INFORMATION. PROJECT-SPECIFIC REQUIREMENTS: 22. AN UNDERGROUND PIPING PLAN IS REQUIRED FOR THE INSTALLATION OF AN AUTOMATIC FIRE SPRINKLER SYSTEM OR FOR A PRIVATE FIRE HYDRANT SYSTEM. A SEPARATE PLAN SUBMITTAL IS REQUIRED. 23. AN ARCHITECTURAL PLAN IS REQUIRED TO BE SUBMITTED TO THE OCFA FOR REVIEW AND APPROVAL FOR PROJECTS CONTAINING A, C, E, F, H, I, L, AND R-4 OCCUPANCIES. A PLAN MAY ALSO BE REQUIRED FOR R-1 AND R-2 OCCUPANCIES OVER TWO STORIES OR THOSE UTILIZING SPRINKLERS OR FIRE WALLS TO INCREASE THE MAXIMUM BUILDING SIZE ALLOWED—SEE OCFA INFO BULLETIN 02-13. 24. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND LOCAL ORDINANCES, AMENDMENTS, AND GUIDELINES. SPRINKLER SYSTEMS, OTHER THAN THOSE LISTED IN CFC 903.4, SHALL BE MONITORED BY AN APPROVED CENTRAL STATION. SEPARATE PLAN SUBMITTALS FOR THE SPRINKLER AND MONITORING SYSTEMS ARE REQUIRED. 25. A FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND LOCAL ORDINANCES, AMENDMENTS, AND GUIDELINES. A SEPARATE PLAN SUBMITTAL IS REQUIRED. 26. STRUCTURES MEETING THE CRITERIA IN CFC 510.1 SHALL BE PROVIDED WITH AN EMERGENCY RESPONDER RADIO SYSTEM. REFER TO CFC 510.2 THROUGH 510.6.3 AND DAS/BDA GUIDELINES PUBLISHED BY OC SHERIFF’S COMMUNICATION AND TECHNOLOGY DIVISION AND OCFA FOR TECHNICAL AND SUBMITTAL INFORMATION. ADDITIONAL NOTES: THE FOLLOWING PLAN TYPE(S) SHALL BE DEFERRED SUBMITTALS: a) TANK (FOR GENERATOR) AND/OR BATTERY PLAN FOR UPS SYSTEM IF APPLICABLE. b) HOOD AND DUCT EXTINGUISHING SYSTEM c) CONSTRUCTION PHASING PLAN d) TEMPORARY CERTIFICATE OF OCCUPANCY PLAN (IF IT IS DETERMINED TCO PLAN IS NEEDED IT SHALL BE PROVIDED PER SEPARATE PLAN SUBMITTAL AND REVIEW WITH OCFA. PREMISES IDENTIFICATION & ADDRESSING PREMISES IDENTIFICATION CBC 501.2, CFC 505.1 THREE POSSIBLE CONFIGURATIONS OF BUILDINGS OR UNITS WITHIN A BUILDING MAY EXIST AND ARE IDENTIFIED AS FOLLOWS: FREESTANDING BUILDINGS, MULTI-UNIT BUILDINGS, OR MULTI-BUILDING CLUSTERS. COMMON TO ALL CONFIGURATIONS ARE THE REQUIREMENTS LISTED IN SECTIONS A THROUGH E BELOW. PROJECTS MAY ALSO BE SUBJECT TO SPECIFIC ADDRESS AND WAYFINDING SIGNAGE REQUIREMENTS CONTAINED IN THE LOCAL JURISDICTION’S MUNICIPAL ORDINANCE OR SECURITY CODE, WHICH MAY BE MORE RESTRICTIVE THAN THE REQUIREMENTS LISTED IN THIS GUIDELINE. FOR PROJECTS LOCATED IN THE CITY OF IRVINE, PLEASE SEE IRVINE UNIFORM SECURITY CODE, SECTIONS 5-9-516.B & C AND SECTION 5-9-517L. FOR PROJECTS LOCATED IN SRA LAND, PLEASE SEE FSR ARTICLE 3 IN GUIDELINE B-09A FOR ADDITIONAL ADDRESSING REQUIREMENTS. A. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON THE FRONT ELEVATION OF ALL NEW OR EXISTING BUILDINGS IN SUCH A POSITION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD ON WHICH THE PROPERTY IS ADDRESSED. ADDRESSES SHALL NOT BE LOCATED WHERE THEY HAVE THE POTENTIAL OF BEING OBSTRUCTED BY SIGNS, AWNINGS, VEGETATION, OR OTHER BUILDING/SITE ELEMENTS. AN ADDRESS MONUMENT AT THE VEHICLE ENTRANCE OR OTHER LOCATION CLEARLY VISIBLE AND LEGIBLE FROM THE PUBLIC ROAD MAY BE PROVIDED IN LIEU OF AN ADDRESS ON THE STRUCTURE WHERE ONLY A SINGLE BUILDING WITH A SINGLE STREET ADDRESS IS PRESENT AND NO OTHER STRUCTURES ARE ACCESSIBLE FROM THE FIRE LANE SERVING THAT STRUCTURE. B. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. C. THE NUMBERS SHALL BE A MINIMUM OF 4 INCHES OR MORE IN HEIGHT FOR SINGLE-FAMILY RESIDENTIAL STRUCTURES/DUPLEXES, OR INDIVIDUAL UNIT NUMBERS IN MULTI-FAMILY RESIDENTIAL STRUCTURES AND 6 INCHES OR MORE FOR COMMERCIAL STRUCTURES OR THE PRIMARY BUILDING ADDRESS OR ADDRESS RANGE POSTED ON MULTI-FAMILY RESIDENTIAL STRUCTURES. THE 6-INCH NUMBERS SHALL HAVE A ONE-INCH STROKE AND THE 4-INCH NUMBERS SHALL HAVE A ½-INCH STROKE, OR AS REQUIRED BY LOCAL ORDINANCE, WHICHEVER IS MORE RESTRICTIVE. BUILDING SETBACKS, ELEVATION, AND LANDSCAPING CAN AFFECT THESE MINIMUM SIZE REQUIREMENTS. D. ADDRESS NUMBERS MAY BE REQUIRED TO BE INTERNALLY OR EXTERNALLY ILLUMINATED BY THE LOCAL JURISDICTION’S SECURITY CODE. WHILE NOT REQUIRED BY THE OCFA, ILLUMINATION OF ADDRESSES IS RECOMMENDED TO FACILITATE RAPID LOCATION OF A SITE OR BUILDING. E. WHERE IT IS UNCLEAR AS TO WHICH STREET A BUILDING IS ADDRESSED TO (E.G., A BUILDING IS ACCESSED ONLY FROM A STREET OTHER THAN THE ONE IT IS ADDRESSED TO; MULTIPLE MAIN ENTRANCES TO THE SITE, OR BUILDING ITSELF, FRONT DIFFERENT STREETS), THE NAME OF THE STREET SHALL ALSO BE IDENTIFIED AS PART OF THE POSTED ADDRESS. F. MULTI-UNIT BUILDINGS - SUITE/APARTMENT NUMBERS SHALL BE PLACED ON OR ADJACENT TO THE PRIMARY ENTRANCE FOR EACH SUITE/APARTMENT AND ANY OTHER DOOR PROVIDING ACCESS TO FIRE DEPARTMENT PERSONNEL DURING AN EMERGENCY. MULTIPLE RESIDENTIAL AND COMMERCIAL UNITS HAVING ENTRANCE DOORS NOT VISIBLE FROM THE STREET OR ROAD SHALL, IN ADDITION, HAVE APPROVED NUMBERS GROUPED FOR ALL UNITS WITHIN EACH STRUCTURE AND POSITIONED TO BE PLAINLY VISIBLE FROM THE STREET OR ROAD. G. MULTI-BUILDING CLUSTERS - APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON THE FRONT ELEVATION(S) OF ALL BUILDINGS THAT FORM THE CLUSTER. IF ALL BUILDING ADDRESSES ARE NOT CLEARLY VISIBLE OR LEGIBLE FROM THE PUBLIC ROAD SERVING THE STRUCTURES, AN ADDRESS MONUMENT SHALL ALSO BE PROVIDED AT THE ENTRY POINT(S) TO THE SITE INDICATING THE RANGE OF ADDRESSES ACCESSIBLE FROM THAT ENTRANCE. MOTORIZED GATE AT PARKING GARAGE ENTRY NOTES A. ELECTRICALLY OPERATED GATES AND BARRIERS CFC 503.6 1) IN THE EVENT OF LOSS OF NORMAL POWER TO THE GATE OPERATING MECHANISM, IT SHALL BE AUTOMATICALLY TRANSFERRED TO A FAIL-SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN BY A SINGLE FIREFIGHTER WITHOUT ANY OTHER ACTIONS, KNOWLEDGE, OR MANIPULATION OF THE OPERATING MECHANISM BEING NECESSARY AND WITHOUT THE USE OF BATTERY BACK-UP POWER, EXCEPT AS NOTED BELOW. THE MANUFACTURER’S SPECIFICATION SHEET DEMONSTRATING COMPLIANCE WITH THIS METHOD OF OPERATION DURING POWER LOSS SHALL BE PROVIDED OR SCANNED DIRECTLY ONTO THE PLAN. SHOULD THE GATE BE TOO LARGE OR HEAVY FOR A SINGLE FIREFIGHTER TO OPEN MANUALLY, A SECONDARY SOURCE OF RELIABLE POWER BY MEANS OF AN EMERGENCY GENERATOR OR A CAPACITOR WITH ENOUGH RESERVE TO AUTOMATICALLY, IMMEDIATELY, AND COMPLETELY OPEN THE GATE UPON LOSS OF PRIMARY POWER SHALL BE PROVIDED FOR FAIL-OPEN OPERATION. A CAPACITOR, BUT NOT A BATTERY, MAY ALSO BE USED FOR FAIL-OPEN OPERATION WHERE THE GATE OPERATING MECHANISM DOES NOT HAVE A FAIL-SAFE MODE. a. A BATTERY MAY ONLY BE USED IN PLACE OF FAIL-SAFE MANUAL OPERATION WHEN THE GATE OPERATOR HAS A FAIL-OPEN MODE THAT WILL AUTOMATICALLY, IMMEDIATELY, AND COMPLETELY OPEN THE GATE AND KEEP IT OPEN UPON REACHING A LOW POWER THRESHOLD, REGARDLESS OF THE PRESENCE OF NORMAL POWER. 2) THE GATE CONTROL FOR ELECTRONIC GATES SHALL BE OPERABLE BY A KNOX EMERGENCY OVERRIDE KEY SWITCH (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED BETWEEN 42” AND 48” ABOVE THE ROADWAY SURFACE AT THE RIGHT SIDE OF THE ACCESS GATE WITHIN TWO FEET OF THE EDGE OF THE ROADWAY. THE KEY SWITCH SHALL BE READILY VISIBLE AND UNOBSTRUCTED FROM THE FIRE LANE LEADING TO THE GATE. THE KEY SWITCH SHALL BE CLEARLY LABELED “FIRE DEPT.” 3) FOR ELECTRICALLY OPERATED GATES, THE TYPE OF REMOTE GATE OPENING DEVICE THAT WILL BE INSTALLED SHALL BE NOTED ON THE PLAN. THE REMOTE OPENING DEVICE IS REQUIRED IN ADDITION TO THE KNOX KEY SWITCH. THE REMOTE OPENING SYSTEMS CURRENTLY AVAILABLE FOR USE BY OCFA ARE EITHER OPTICAL OR RADIO-CONTROLLED. OPTICAL SYSTEMS WORK THE SAME AS THE TRAFFIC SIGNAL PREEMPTION SYSTEM BY USING THE EMERGENCY VEHICLE’S STROBE LIGHT TO OPEN THE GATE. THE RADIO-CONTROLLED SYSTEM OPENS THE GATE WHEN THE EMERGENCY RESPONDER CLICKS THE RECEIVER ON AN 800 MHZ RADIO. A GATE SERVING AN INDIVIDUAL SINGLE FAMILY RESIDENCE OR DUPLEX IS EXEMPT FROM THIS REQUIREMENT. CURRENTLY APPROVED GATE OPENING SYSTEMS INCLUDE: - 3M OPTICOM - CLICK2ENTER* (SYSTEM SHALL BE CONFIGURED IN SINGLE-PULSE MODE WITH 1.5 SECOND TRANSMISSION WINDOW)- FIRE STROBE ACCESS PRODUCTS, INC. - TOMAR 4) UPON ACTIVATION OF THE KEY SWITCH, THE GATE SHALL OPEN AND REMAIN OPEN UNTIL RETURNED TO NORMAL OPERATION BY MEANS OF THE KEY SWITCH. WHERE A GATE CONSISTS OF TWO LEAVES, THE KEY SWITCH SHALL OPEN BOTH SIMULTANEOUSLY IF OPERATION OF A SINGLE LEAF ON THE INGRESS SIDE DOES NOT PROVIDE FOR THE WIDTH, TURNING RADII, OR SETBACKS NECESSARY FOR FIRE APPARATUS TO NAVIGATE THE VEHICLE ENTRY POINT. 5) THE KEY SWITCH SHALL BE LABELED WITH A PERMANENT RED SIGN WITH NOT LESS THAN 1/2" CONTRASTING LETTERS READING 'FIRE DEPT' OR WITH A 'KNOX' DECAL. B. GATE AND BARRIER LOCKS - GATE OR BARRIER LOCKS SHALL BE REVIEWED AND APPROVED PRIOR TO THEIR INSTALLATION ON ANY NEW AND/OR EXISTING ACCESS GATE OR BARRIER. AUTHORIZATION FOR KNOX PRODUCTS IS PROCESSED THROUGH THE KNOX BOX COMPANY WEBSITE AT WWW.KNOXBOX.COM. KNOX KEY SWITCHES AND KEY BOXES SERVING ONLY VEHICLE GATES AND NOT BUILDINGS SHALL BE SUBMASTERED FOR USE BY BOTH THE FIRE AND SHERIFF/POLICE DEPARTMENT. CALL THE OCFA PLANNING AND DEVELOPMENT SERVICES SECTION AT 714-573-6100 FOR ANY QUESTIONS REGARDING THE NEED FOR KEY BOXES OR SWITCHES. SEE SECTION 9.C.3 FOR INFORMATION REGARDING INSTALLATION OF KEY BOXES AND KEY SWITCHES ON PEDESTRIAN GATES AND BUILDINGS. III-A NFPA 13 NON-COMBUSTIBLE PARKING GARAGE (LEVELS 1-7 + A SINGLE SUBTERRANEAN LEVEL) I-A NFPA 13 429,379 SF 72'-6" HIGHEST OCCUPIED FLOOR LEVEL ABOVE GRADE LEVEL 1 ROOF American McFrance 40' MAXIMUM 20' MINIMUM UTRIGGERS 18' FOR LEVEL 3 LEVEL 2

ERIAL TRUCK LADDERING ACCESS
CLOSER THAN 20', OR FARTHER THAN

ILDING TO FIRE ACCESS ROAD PER
LINE B-09.

F-2 FOR LOCATIONS AERIAL TRUCK LADDERING DETAIL NTS LEVEL 4 LEVEL 5 AA

ONCEPTUAL FIRE MASTER PLAN

NTRAL POINTE

TA ANA, CA
FA SR279393

REVISION
fe Planning\Waterford Property Co\Central Pointe\Cad Files\Central Pointe - Fire Master Plan.dwg ,Ryan Plot date: March 1, 2020 3/2/20 SHEET: ORANGE COUNTY FIRE AUTHORITY OF 2 OCFA SR279393 - CENTRAL POINTE - FIRE MASTER PLAN The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited. ARCHITECT: PREPARED BY: PREPARED FOR: TITLE: DATE: 302 N. EL CAMINO REAL, SUITE 202 SAN CLEMENTE, CA 92672 (949) 240-5911 CONCEPTUAL FIRE MASTER PLAN CENTRAL POINTE SANTA ANA, CA OCFA SR279393 LANDSCAPE ARCHITECT: CIVIL: Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 fax 949.474.5315 www.fuscoe.com MJS LANDSCAPE ARCHITECTURE 507 30TH STREET NEWPORT BEACH, CA 92663 P: (949) 675-9964 F-1 41'-6" HIGHEST OCCUPIED FLOOR LEVEL ABOVE GRADE 259,683 SF ROOFTOP AMENITY DECK 72'-6" HIGHEST OCCUPIED A FLOOR LEVEL ABOVE GRADE 10,354 SF RESIDENTIAL (LEVELS 1-5) III-A NFPA 13 NON-COMBUSTIBLE PARKING GARAGE (LEVELS 1-7 + A SINGLE SUBTERRANEAN LEVEL) I-A NFPA 13 482,246 SF 72'-6" HIGHEST OCCUPIED FLOOR LEVEL ABOVE GRADE BB 41'-6" HIGHEST OCCUPIED FLOOR LEVEL ABOVE GRADE 259,683 SF ROOFTOP AMENITY DECK 72'-6" HIGHEST OCCUPIEDB FLOOR LEVEL ABOVE GRADE 10,354 SF ENTRANCE SIGN NO PARKING SIGN FIRE LANE FIRE LANE (714) 245-8665 SANTA ANA POLICE DEPT. NOTE: FIRE LANE SIGNS AND SHALL MEET SPECIFICATIONS PER O.C.F.A GUIDELINES AND SHALL BE INSTALLED AS DESCRIBED THEREIN. ADDITIONAL FIRE LANE MARKINGS MAY BE REQUIRED AT THE TIME OF INSPECTION DEPENDING ON FIELD CONDITIONS. THIS SIGN SHALL BE POSTED AT ALL FIRE LANE ENTRANCES WITH LANES MARKED BY EITHER RED CURBING PER DETAIL OR SIGNS. SIGNS SHALL BE NO SMALLER THAN EIGHTEEN (18) INCHES WIDE BY THIRTY (30) INCHES HIGH. CVC 22500.1 CVC22658A FIRE LANE NO PARKING IN AREAS MARKED AS NOTICE PARKING OWNER'S EXPENSE OR TOWED AT VIOLATING VEHICLES WILL BE CITED CVC 22658(a) CVC 22500.1 FIRE LANE NO OWNER'S EXPENSE OR TOWED AT VIOLATING VEHICLES WILL BE CITED 1 23
4 5A
BC
A
B C FIRE LANE SIGN MOUNTING DETAIL FIRE LANE SIGN MOUNTING LEGEND THE WORDS "FIRE LANE" SHALL BE BOLD WHITE REFLECTIVE ON RED BACKGROUND, (2-3/4) INCHES IN HEIGHT. LETTERING SHALL BE BOLD, CONDENSED RED ON WHITE REFLECTIVE BACKGROUND, (2) INCHES IN HEIGHT. LETTERING SHALL BE RED ON WHITE REFLECTIVE BACKGROUND, (1) INCHES IN HEIGHT. LETTERING SHALL BE BOLD, CONDENSED WHITE REFLECTIVE LETTERING ON RED BACKGROUND, (2) INCHES IN HEIGHT. DEPTH OF SIGN SHALL BE 18 INCHES FROM STANDARD CURB AND 24 INCHES WITH ROLLED CURB TO CENTER OF POST. HEIGHT OF SIGN IN SIDEWALK OR PEDESTRIAN AREA SHALL BE 7"-0", AND 5"-0" IN ALL OTHER AREAS. LETTERING SHALL BE BOLD RED ON WHITE REFLECTIVE BACKGROUND, (1-3/8) INCHES IN HEIGHT. 453
2123
18" 12"
30" 18"
6 LETTERING SHALL BE BOLD RED ON WHITE REFLECTIVE BACKGROUND, (1-3/8) INCHES IN HEIGHT. 2 1 BURY DEPTH SHALL BE A MINIMUM OF 24 INCHES AND REBAR, A CONCRETE FOOTING, OR ANOTHER METHOD TO PREVENT REMOVAL OF THE SIGN IS RECOMMENDED. FOOTINGS FOR SIGNS LOCATED IN THE PUBLIC RIGHT-OF-WAY SHALL BE PER THE LOCAL JURISDICTION'S REQUIREMENTS. 18" 12" FIRE LANE NO PARKING
4 FIRE LANE - NO PARKING 6" STANDARD CURB
FIRE LANE - NO PARKING 8" 6" ROLLED CURB WEDGE CURB 8" FIRE LANE - NO PARKING NOTE: CURBS ALONG ACCESS LANES SHALL BE PAINTED OSHA SAFETY RED OR EQUIVALENT. "FIRE LANE NO PARKING" SHALL BE PAINTED ON TOP OF CURB IN WHITE LETTERING 3 INCHES HIGH AND SHALL BE SPACED 30'-0" ON CENTER OR PORTION THEREOF. PAINT REDPAINT REDPAINT RED PROVISION OF 2-HR CONSTRUCTION OF WALLS, FLOORS AND CEILING EXCEEDS MINIMUM OF 1-HR FIRE RESISTANCE RATING PER CBC 1023.3 WITH MATERIALS AS PERMITTED BY THE BUILDING TYPE OF CONSTRUCTION, AS SUCH, CBC TABLE 720.1 AND/OR U.L. FIRE RATING CLASSIFICATIONS OFFER VARIOUS ASSEMBLIES SATISFYING 2-HR FIRE RESISTANCE RATED FLOORS AND WALLS. THE FOLLOWING WALLS ASSEMBLIES (CBC TABLE 720.1 SAMPLING ONLY FOR TYPICAL R-OCCUPANCY CONSTRUCTION) ARE BASED UPON: 1. TYPE OF CONSTRUCTION (SIMILAR, SINCE DISSIMILAR CONSTRUCTION WOULD REACT DIFFERENTLY IN SEISMIC EVENTS AND STRUCTURAL SETTLEMENT) 2. DURABILITY (EXTERIOR INSTEAD OF INTERIOR ASSEMBLY) A. TABLE 720.1(2) ITEM 15-1.6: 2X6 FIRE-RETARDANT-TREATED WOOD STUDS INTERIOR SIDE: 2-LAYERS 5/8" TYPE X GYP. BD. EXTERIOR SIDE: CEMENT PLASTER OVER 1-LAYER 5/8 " TYPE X GYP. BD. B. TABLE 720.1(2) ITEM 15-2.2: 2X4 STEEL OR WOOD STUDS INTERIOR SIDE: 2-LAYERS 5/8 " TYPE X GYP. BD. EXTERIOR SIDE: THIN VENNER BRICK OVER CEMENT PLASTER C. TABLE 720.1(2) ITEM 15-2.4: 2X4 STEEL OR WOOD STUDS INTERIOR SIDE: 2-LAYERS 5/8 " TYPE X GYP. BD. EXTERIOR SIDE: STANDARD BRICK UNITS. FIREFIGHTER ACCESS TUNNEL NOTES: 1. The outer entrance to the tunnel shall front on a fire lane. 2. Tunnels shall be a minimum 10 feet wide and, where possible based on the height of the story they pass through, at least 10 feet tall, but no less than 8 feet. 3. Doorways and gate openings in the path of firefighter travel to, through, and from the tunnel shall provide a minimum 44-inch clear width after accounting for door jambs, door hardware, and other obstructions. 4. Where the tunnel intersects with corridors or other interior spaces, doors shall be provided to completely separate the tunnel from those spaces in a manner that provides an uninterrupted path of travel through the tunnel from one end to the other. 5. Every courtyard shall have at least one tunnel that provides a straight path of travel between the fire lane and the courtyard. Slight offsets are allowed provided that the dimensions and configuration of the path and location of doors, gates, stairs, and other features facilitate passage of firefighters carrying a 35’ ladder. Other tunnels shall provide the shortest route feasible between the fire lane and courtyard but, when permitted by the fire code official, may not be required to accommodate movement of a ladder. 6. Landscape and hardscape features such as trees, shrubs, light poles, raised planters, walls, fences, and gates near the openings to the tunnel shall not hinder or delay movement of firefighters carrying a ladder. 7. Where there is an elevation change between the fire lane and courtyard, code-compliant ramps or stairs with a minimum clear width of 44” between handrails shall be provided. Only straight-run stairs shall be provided; no stair returns are allowed along the path of firefighter travel. 8. Tunnels shall be separated from adjacent construction by minimum 2-hour fire barriers and 2-hour ceiling/floor assemblies. 9. Interior doors opening into the tunnel shall be minimum 90-minute rated self- or automatic-closing assemblies. Doors may be equipped with mag-holds, but other door stops are not allowed. 10. Wall and ceiling finishes within the tunnel shall be non-combustible. Where allowed by CBC/CFC Chapter 8, floors may be carpeted. 11. Tunnels are permitted to be used for other purposes provided that the use does not obstruct the clear path required or otherwise interfere with use of the tunnel for emergency purposes. 12. At least one standpipe outlet shall be provided in the courtyard when hose-pull from fire apparatus in the fire lane to any portion of the inner façade within the courtyard exceeds 200’. 13. If standpipes are required, an outlet shall be provided at the opening of the firefighter tunnel(s) into the courtyard and at other approved locations as required by the fire code official so that hose-pull to all portions of the courtyard is less than 150’ as measured from the fire apparatus or standpipe outlet. 14. The standpipe shall be Class I, interconnected to the sprinkler or underground system, and able to be pressurized via a fire department connection, if not automatically pressurized to a minimum of 100 psi via a fire pump serving the sprinkler system. 15. The standpipe may be wall mounted or standalone. If standalone, it shall be located no more than 18” from the edge of a primary walkway in the courtyard in a position where it is immediately visible and accessible to firefighters. Access to and use of standpipes shall not be hindered by planter walls, vegetation, or other features; 18” clearance shall be provided on all sides. The standpipe shall be provided with a permanent, durable sign stating “WET AUTO STANDPIPE” or “WET MANUAL STANDPIPE” as applicable in a color that contrasts with the background, preferably red on white or vice versa. FIREFIGHTER ACCESS TUNNEL DETAIL PLAN VIEW (ACCESS WALKWAYS FROM FIRE ACCESS ROADWAY TO EXTERIOR OPENINGS) 9'-1" PLATE (TYP)10'-0" MINIMUM (ACCESS WALKWAYS FROM FIRE ACCESS ROADWAY TO EXTERIOR OPENINGS) 8' MIN. FIRE-RESISTANCE RATED ASSEMBLY PER CBC 720.1 OR U.L. FIRE RATING CLASSIFICATION 1-HR CORRIDORBUILDING EXTERIOR (AT GRADE) INTERIOR COURTYARD (AT GRADE) DWELLING UNITS DWELLING UNITS DWELLING UNITS DWELLING UNITS DWELLING UNITS DWELLING UNITS SECTION VIEW 2-HR RATED TUNNEL 1-HR CORRIDOR FIRE LANE SIGN DETAILS RED CURB DETAILS F-1 TITLE SHEET, NOTES, DETAILS AND BUILDING DATA F-2 FIRE MASTER PLAN AND BUILDING SECTION SHEET INDEX NO PARKING SIGN FIRE LANE 3 AT EVA GATE
0' MINIMUM MANUAL GATE NOTES:

ESS GATE DETAIL
FIRE DEPT 3 KNOX BOX NOT TO SCALE 1. SECURED NON-AUTOMATED VEHICLE GATES OR ENTRIES SHALL UTILIZE AN APPROVED KNOX PADLOCK WHEN REQUIRED BY A FIRE CODE OFFICIAL. 2. OPENINGS FOR BOTH INGRESS AND EGRESS OF VEHICLES SHALL BE 20' MINIMUM CLEAR WIDTH AND AS APPROVED BY ORANGE COUNTY FIRE AUTHORITY. THE VERTICAL CLEARANCE SHALL MAINTAIN 13'-6" HEIGHT. 3. THE MINIMUM INSIDE TURNING RADIUS IS 17', WITH AN OUTSIDE RADIUS OF 38' FOR THE APPROACH TO THE GATE. 4. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH OCFA GUIDELINE B-09. 5. INSTALL SUB-KEYED KNOX PADLOCK AND FIRE LANE - NO PARKING SIGNS ON BOTH SIDES OF GATE. SEE FIRE SIGN DETAIL FOR SIZE AND MATERIAL. 6. GATE APPROACH SETBACK SHALL BE 56' MINIMUM PER OCFA GUIDELINE B-09.

ANE NO PARKING SIGN
OF GATE FIRE LANE NO PARKING EVA MANUAL ACCESS GATE FIRE FLOW OF 3,000 GPM / 4 HOURS FOR THE LARGEST BUILDING OF 393,320 SF WITH TYPE III-A CONSTRUCTION SHALL BE PROVIDED BY THE PROPOSED WATER SYSTEM. HYDRANT SPACING REQUIREMENT IS 350 MAXIMUM BETWEEN HYDRANTS AND (3) HYDRANTS MINIMUM PER OCFA GUIDELINE B-09. I-BI-B NFPA 13 NFPA 13 ROOFTOP AMENITY DECK ILLUSTRATIONS NOT TO SCALE

RATIONS OF THE BUILDING A AND B ROOFTOP AMENITY DECKS PROVIDED BY MJS LANDSCAPE ARCHITECTS FOR REFERENCE 07/20/2020
&nbsp;City Council&nbsp;31 &ndash;&nbsp;827/19/2022&nbsp; Xref x190129_site.dwg
4 17'
1 BUILDING B BUILDING A
A
A
1 EXISTING PARKCOURT PLACE -NOT A PART- EXISTING FOURTH STREET -NOT A PARTEXISTING CABRILLO PARK -NOT A PARTEXISTING I-5 SANTA ANA FREEWAY BUILDING A NON-COMBUSTIBLE PARKING GARAGE NOT A PART OF FIRE ACCESS COURTYARD A COURTYARD B 36'
56' MIN.
5 4
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5 5
6 6
7 7
8 8
9 9 14
3 10 10 10
4 4 13 13 BUILDING B NON-COMBUSTIBLE PARKING GARAGE NOT A PART OF FIRE ACCESS 5 5 15' 26'
25' 20' 20' 26'
21'
22'
56' MIN. PROJECT BOUNDARY PROPOSED FENCE 17' 2e 2e 2e 2e 2e 2e 2e 2e EXISTING APARTMENTS -NOT A PART- EXISTING BUSINESS PARK -NOT A PART- EXISTING BUSINESS PARK -NOT A PARTFREEWAY ON RAMP WALL ABOVE WALL ABOVE PROJECT BOUNDARY 12 WALL ABOVE 12 2 2
2 2
2 11
5 3
5 5
5 6 DOG PARK TRASH PICKUP TRASH PICKUP MAIN LOBBY MAIN LOBBY 5 5
16' 20' WALL ABOVE
5 6
5 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 42'
72'
62'

PROJECT BOUNDARY
42'
72'
62' CABRILLO PARK DRIVE ROOFTOP A AMENITY DECK ROOFTOP B AMENITY DECK LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 CONCEPTUAL FIRE MASTER PLAN INDICATES ELECTRIC GATE ENTRY TO PARKING GARAGE CONSTRUCTION NOTES CONCEPTUAL FIRE MASTER PLAN CENTRAL POINTE SANTA ANA, CA OCFA SR279393 0 GRAPHIC SCALE 1 inch = ft. 40' 80' 40 DRAWING SCALE NO. REVISION S:\Waterford Property Company\4th And Cabrillo\Email\Incoming\2020-03-02 Fire Master Plan PDF - CAD\Central Pointe - Fire Master Plan\Central Pointe - Fire Master Plan.dwg ,Jerry Canales Plot date: March 2, 2020 3/2/20 SHEET: ORANGE COUNTY FIRE AUTHORITY OF 2 OCFA SR279393 - CENTRAL POINTE - FIRE MASTER PLAN The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited. ARCHITECT: PREPARED BY: PREPARED FOR: TITLE: DATE: 302 N. EL CAMINO REAL, SUITE 202 SAN CLEMENTE, CA 92672 (949) 240-5911 CONCEPTUAL FIRE MASTER PLAN CENTRAL POINTE SANTA ANA, CA OCFA SR279393 LANDSCAPE ARCHITECT: CIVIL: Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 fax 949.474.5315 www.fuscoe.com MJS LANDSCAPE ARCHITECTURE 507 30TH STREET NEWPORT BEACH, CA 92663 P: (949) 675-9964 F-2 INDICATES ALL-WEATHER ENGINEERED PAVED ALTERNATIVE SURFACE THAT SHALL MEET OCFA GUIDELINE B-09 68,000 LB. VEHICULAR WEIGHT REQUIREMENT. INSTALL SUB- KEYED KNOX BOX PER OCFA GUIDELINE B-09. INSTALL KNOX SUB-KEYED KEY SWITCH PER OCFA GUIDELINE B-09. 1 INSTALL FIRE LANE ENTRANCE SIGN PER OCFA GUIDELINE B-09 AND DETAIL HEREON.4536 78 INSTALL 'FIRE LANE NO PARKING' SIGN ON BOTH SIDES OF EVA GATE ENTRANCES PER OCFA GUIDELINE B-09 AND DETAIL SHT. F-1. INSTALL WET STAND PIPES WITHIN OPEN TO THE SKY COURTYARD. SHALL MEET 2017 OCFA GUIDELINE B-09 REQUIREMENTS. ALL WET STAND PIPE OUTLETS SHALL BE IN LOCATIONS THAT FACILITATE THE USE (NO MORE THAN 18" FROM THE PATHWAY), UNOBSTRUCTED BY LANDSCAPE OR ANY OTHER AMENITIES. STAND PIPES MAY BE FREE STANDING OR MOUNTED ON THE BUILDING. INSTALL FIREFIGHTER ACCESS TUNNEL PER OCFA GUIDELINE B-09 REQUIREMENTS. SEE DETAIL SHT. F-1. INSTALL PUBLIC FIRE HYDRANT AND BLUE FIRE HYDRANT MARKER. MARKER SHALL BE PLACED 6" FROM CENTERLINE OF STREET. RELOCATE EXISTING PUBLIC FIRE HYDRANT AS INDICATED ON THIS PLAN. FINAL DESIGN PER PRECISE FIRE MASTER PLAN.91113 INSTALL ALL-WEATHER ALTERNATIVE PAVED SURFACE. SHALL MEET OCFA GUIDELINE B-09 TO SUPPORT VEHICULAR LOADS OF 68,000 LBS. FINAL DESIGN PER PRECISE FIRE MASTER PLAN. PAINT CURB RED WITH 'NO PARKING FIRE LANE' STENCIL AT 30' O.C. PER OCFA GUIDELINE B-09 AND DETAILS SHT. F-1 INDICATES O.C.F.A REQUIRED TURNING RADII: 20' WIDE PATH WITH 17' INSIDE AND 38' OUTSIDE BUILDING FOOTPRINT 150' HOSE PULL DISTANCE - MAXIMUM 6" MIN. BUILDING ADDRESSING (SEE ARCHITECTURAL PLAN FOR FINAL DESIGN AND LOCATIONS) PROPOSED FIRE LANE SIGNAGE AS INDICATED ON PLAN AND DETAILS SHEET F-1 PROPOSED PUBLIC FIRE HYDRANT WITH BLUE REFLECTIVE FIRE HYDRANT MARKER. MARKER SHALL BE PLACED 6" FROM CENTERLINE OF STREET PROPOSED ROAD WITH ALL-WEATHER PAVED SURFACE MEETING OCFA GUIDELINE B-09 TO SUPPORT VEHICULAR LOADS OF 68,000 LBS WITH A ROAD BASE OVER SOIL COMPACTED TO A LEAST 90% EXISTING PAVED DRIVE - NOT A PART OF THIS REVIEW LEGEND R17'
R38' 20' AERIAL TRUCK LADDER ACCESS TO BUILDING (BETWEEN 20' - 40' FROM ACCESS ROAD) NON-COMBUSTIBLE TYPE I-A PARKING GARAGE - NOT A PART OF FIRE ACCESS STAIRS GURNEY SIZED ELEVATOR INSTALL DRIVABLE ROLLED CURB FOR FIRE DEPARTMENT ACCESS. SHALL MEET OCFA GUIDELINE B-08 REQUIREMENTS TO SUPPORT VEHICULAR LOADS OF 68,000 LBS.. CURB SHALL BE PAINTED RED PER DETAIL SHT. F-1. FINAL DESIGN PER PRECISE FIRE MASTER PLAN. 12 INSTALL MANUAL ACCESS GATE PROVIDING 20' WIDE ACCESS AND 13'-6" VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS. INSTALL WEATHER RESISTANT SUB- KEYED KNOX BOX AT EVA GATE ACCESS POINTS PER OCFA GUIDELINE B-09. FINAL DESIGN PER PRECISE FIRE MASTER PLAN. 20' 25' 25' 45' 25'
20'
2 INSTALL 'FIRE LANE - NO PARKING' SIGN PER OCFA GUIDELINE B-09 AND DETAIL HEREON. INDICATES APPROXIMATE LOCATION OF SUB-KEYED KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS OR SUBKEYED KNOX KEY SWITCH. SEE PLAN FOR DESIGNATION. FIRE DEPARTMENT HAMMERHEAD TURNAROUND PER OCFA GUIDELINE B-09 BUILDING SECTION VIEW A-A EXISTING FIRE HYDRANT WITH BLUE MARKER 10 PAINT CURB RED WITH 'NO PARKING FIRE LANE' STENCIL AT 30' O.C. PER OCFA GUIDELINE B-09 AND DETAILS SHT. F-1. OPEN TO SKY COURTYARD SCALE: 1"=40' SCALE: 1"=40' NOTE: BUILDING SECTION PROVIDED BY KTGY ARCHITECTS FOR REFERENCE ONLY. 2e EXISTING 'NO STOPPING AT ANYTIME' SIGN. NOT A PART OF THIS SUBMITTAL. DOUBLE DETECTOR CHECK SHOWN FOR REFERENCE ONLY. FINAL DESIGN AND LOCATION PER PRECISE FIRE MASTER PLAN. PAVED DRIVE - NOT A PART OF FIRE ACCESS 07/20/2020 &nbsp;City Council&nbsp;31 &ndash;&nbsp;837/19/2022&nbsp; Clerk of the Council Office
www.santa-ana.org/departments/clerk-of-the-council/
Item # 32
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
July 19, 2022
TOPIC: Assembly Bill 361
AGENDA TITLE:

Use of Teleconferencing for Meetings of City Council and All Boards, Committees, and Commissions Pursuant to the Provisions of Assembly Bill 361

RECOMMENDED ACTION
Adopt a resolution to consider continuing the use of teleconferencing for City Council, board, committee, and commission meetings pursuant to the provisions of Assembly Bill 361 for the next 30 days.

DISCUSSION
On March 17, 2020, Governor Gavin Newsom issued Executive Order N-29-20, suspending certain provisions of the Brown Act to allow legislative bodies to conduct their meetings completely telephonically or by other electronic means. City Council meetings have been conducted by Zoom with councilmembers and staff all joining from remote locations when necessary.

The suspension of certain provisions of the Brown Act was further extended by Governor Newsom on June 11, 2021 by the issuance of Executive Order N-08-21, which continued to allow completely virtual City Council (and other legislative body) meetings. This order stayed in effect until September 30, 2021.

In response, AB 361 was signed into effect by Governor Newsom on September 16, 2021.

It amends the Brown Act to allow legislative bodies to meet virtually, provided there is a state of emergency, and either (1) state or local officials have imposed or recommended measures to promote social distancing, or (2) the legislative body determines by majority vote that meeting in person would present imminent risks to the health and safety of attendees.

The City of Santa Ana’s current practices with respect to live public comment via Zoom already satisfy all of the new requirements in AB 361. Additionally, the individual legislative bodies can make their own findings for the AB 361 teleconferencing resolution City Council 32 – 1 7/19/2022
Assembly Bill 361
July 19, 2022

for future meetings. Determinations to continue to utilize remote meetings as allowed by AB 361 must be re-visited by the legislative body every 30 days with the support of new findings. Staff recommends this extension period to act as a helpful transitional stage for boards, committees, and commissions who still currently meet virtually.

Most recently on June 21, 2022, the City Council adopted Resolution No. 2022-050, making the required findings under AB 361 to allow the City to continue to offer teleconference accessibility for public meetings after September 30, 2021, to help mitigate the spread of COVID-19. The attached resolution (Exhibit 1) declares additional findings to allow for the continued use of teleconferencing for City Council, board, commission, and committee meetings pursuant to AB 361.

ENVIRONMENTAL IMPACT
There is no environmental impact associated with this action.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Resolution
Submitted By: Daisy Gomez, Clerk of the Council
Approved By: Kristine Ridge, City Manager
City Council 32 – 2 7/19/2022
Resolution 2022-XXX

RESOLUTION 2022-xxx

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA, CALIFORNIA AUTHORIZING THE USE OF
REMOTE TELECONFERENCING PROVISIONS (AB 361)
WHEREAS, the Ralph M. Brown Act (Government Code section 54950 et seq.) generally requires local agencies meeting via teleconference, including through other virtual or electronic means, to, among other things, provide public access at each location in which members of the legislative body are teleconferencing; and WHEREAS, Assembly Bill 361 (AB 361) amends Government Code section 54953 to allow local agencies to meet fully virtually, without fully adhering to the rules otherwise applicable to teleconferencing, during a proclaimed state of emergency if state or local officials have imposed or recommended measures to promote social distancing; and WHEREAS, the Governor issued a proclamation declaring a state of emergency on March 4, 2020 due to the COVID-19 pandemic, pursuant to section 8625 of the California Emergency Services Act, and this proclaimed state of emergency currently remains in effect; and
WHEREAS, the City Council of the City of Santa Ana declared a local emergency on March 17, 2020 pursuant to Santa Ana Municipal Code section 2-404A (now section 2-646A); and
WHEREAS, in order to continue teleconferencing pursuant to the provisions of AB 361, the City Council is required to make certain findings every thirty (30) days; and WHEREAS, the City Council of the City of Santa Ana, consistent with those provisions, approved Resolutions 2021-055, 2021-66, 2021-072, 2022-004, 2022-015, 2022-021, 2022-026, 2022-033, 2022-037; 2022-043; and 2022-050 authorizing the use of remote teleconferencing provisions pursuant to AB 361; and WHEREAS, the City Council of the City of Santa Ana has reconsidered the circumstances of the state of emergency; and
WHEREAS, state and local officials continue to recommend measures to promote social distancing to prevent the spread of COVID-19; and WHEREAS, Orange County has a medium transmission rate of COVID-19 according to the Center for Disease Control and Prevention community transmission rates; and
WHEREAS, the continuation of remote teleconferencing will allow for full participation by members of the public and the members of the City legislative bodies until social distancing recommendations are lifted; and
City Council 32 – 3 7/19/2022
Resolution 2022-XXX

WHEREAS, the City Council of the City of Santa Ana desires to continue to utilize remote teleconferencing pursuant to AB 361 and Government Code section 54953(e).

NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Santa Ana as follows:

SECTION 1. The above recitals are true and correct and shall be the findings of the City of Santa Ana’s City Council and each and every other legislative body of the City.

SECTION 2. The City Council of the City of Santa Ana hereby authorizes the use of remote teleconferencing pursuant to AB 361.

SECTION 3. The City Council and all other legislative bodies of the City of Santa Ana created by the City Council or created through its City Charter shall continue to meet virtually in accordance with Government Code section 54953(e) and without compliance with section 54953(b)(3) based upon the findings and determinations hereby made by the City Council.

SECTION 4. The City Clerk shall attest to and certify to the passage and adoption of this resolution and it shall be effective immediately upon its approval.

ADOPTED this ____ day of July, 2022.
___________________________
Vicente Sarmiento
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By: __________________
Laura A. Rossini
Chief Assistant City Attorney
City Council 32 – 4 7/19/2022
Resolution 2022-XXX

AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
NOT PRESENT: Councilmembers

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Daisy Gomez, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022-___ to be the original Resolution adopted by the City Council of the City of Santa Ana on _____________, 2022.

Date: ___________________ ____________________________
Daisy Gomez
Clerk of the Council
City of Santa Ana
City Council 32 – 5 7/19/2022
Community Development Agency
www.santa-ana.org/departments/community-development/
Item # 33
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
July 19, 2022
TOPIC: Memorandum of Understanding with Required WIOA Partners AGENDA TITLE:

Renew Memorandum of Understanding with required Workforce Innovation and Opportunity Act (WIOA) Partners (Contingent upon approval of Housing Authority Item #2.)

RECOMMENDED ACTION

1. Authorize the City Manager to execute the Memorandum of Understanding with the Santa Ana WORK Center, Santa Ana College, Employment Development Department, Department of Rehabilitation, SER Jobs for Progress, United American Indian Involvement, Inc., Long Beach Job Corps, and Community Action Partnership of Orange County, which outlines the sharing of resources and expenses associated with the operations of a comprehensive one-stop center for a one-year term expiring June 30, 2023, subject to non-substantive changes approved by the City Manager and City Attorney.

2. Approve the first amendment to Memorandum of Understanding for Santa Ana Workforce Development Board and the County of Orange Social Services Agency for a one-year term expiring June 30, 2023 and authorize the Board Chair or Vice-Chair to sign.

3. Authorize the City Manager to execute non-substantive amendments, such as adjustment of shared operational expenses, during the term of the Memorandum of Understanding.

DISCUSSION
At the May 25, 2022 special meeting of the Workforce Development Board by a vote of 13:0 (Gail Araujo, David Elliott and Robert Ruiz absent), the Board recommended the above action for council approval.

In order to establish a high quality America’s Job Centers of California (AJCC) delivery City Council 33 – 1 7/19/2022
Memorandum of Understanding with Required WIOA Partners July 19, 2022

system and enhance collaboration among partner programs, Workforce Innovation and Opportunity Act (WIOA) requires Local Workforce Boards to develop Memorandum of Understanding (MOUs) with a list of AJCC required partners within the Local Workforce Area. These MOUs will serve as a functional tool as well as a plan for how the Local Board and AJCC partners will work together to create a unified service delivery system that best meets the needs of their shared customers. WIOA does not require all partners to be physically co-located at the AJCC, but those that do co-locate are required to share in the operational costs. Currently, the City, Employment Development Department, Department of Rehabilitation, SER Jobs for Progress, County of Orange Social Services Agency, and Santa Ana Housing Authority are co-located at the Santa Ana WORK Center and share the operation costs that is calculated based on square footage of occupancy by each agency and is outlined in Attachment 3 of the MOU agreement.

The current partner MOUs will expire at the end of this fiscal year. Typically, the term would be for three years but because the master AJCC office lease expires next year, the city attorney advised a one-year term. When the new lease details are finalized, the MOU exhibits will be updated to reflect the shared costs of the one stop system and then return to City Council approval (Exhibit 1 and 2).

The programs and services the WDB is required to have an MOU with are as follows:

Program Organization
WIOA Title I – Adult, Dislocated Worker
and Youth City of Santa Ana WORK Center
WIOA Title II – Adult Education and
Literacy
Santa Ana College/Rancho Santiago
Community College District
WIOA Wagner-Peyser, Veterans, Trade
Adjustment Assistance Act
California Employment Development
Department
WIOA Title IV Vocational Rehabilitation California Department of Rehabilitation Carl Perkins Career Technical Education Santa Ana College/Rancho Santiago Community College District
Title V Older Americans Act SER – Jobs for Progress
Job Corps Long Beach Job Corps
Native American Programs – Section 166 United American Indian Involvement, Inc.

Community Services Block Grant Community Action Partnership of OC Housing and Urban Development City of Santa Ana Housing Authority City Council 33 – 2 7/19/2022
Memorandum of Understanding with Required WIOA Partners July 19, 2022

Unemployment Compensation (UI) California Employment Development Department
Temporary Assistance for Needy
Families/CalWORKS Orange County Social Services Agency

ENVIRONMENTAL IMPACT
There is no environmental impact associated with this action.

FISCAL IMPACT
The City Council approved the master lease agreement for the office space at 801 W.

Civic Center Drive on October 3, 2017. The WORK Center share of the AJCC monthly operation costs are budgeted and funds are available in the WIOA and Orange County Grant accounts (nos. 12318xxx-various and 12418xxx-various).

Funds in the amount of $8,054 for the Housing Authority’s share of the monthly operational cost are available in the following Housing Authority Voucher Admin accounts.

Account No. Account Description Amount
14018760-62010 Communications $539
14018760-62300 Contract Services $1,028
14018760-62500 Rent Payments $6,487
TOTAL $8,054
The table below reflects the estimated amounts to be received from the State of California Employment Development Department, County of Orange Social Services Agency, SER Jobs for Progress, Inc., State of California Department of Rehabilitation, and the Santa Ana Housing Authority for the duration of the MOU. The partner organizations will be invoiced for their share of the AJCC monthly operations and the funds will be deposited upon receipt into the following accounts:

Account No. Account Description PY 2022-23 Total
02501001-25000 Balance Sheet: Deferred
Revenues- Advances $6,172 $6,172
02518002-57000 CDA Special Revenue: Expense
Reimbursement $1,870 $1,870
12318002-57960 WIOA Revenues: Rental of
Property $341,808 $341,808
12318002-57000 WIOA Revenues: Expenses
Reimbursement $368 $368
City Council 33 – 3 7/19/2022
Memorandum of Understanding with Required WIOA Partners July 19, 2022

12318748-61000 WDB Admin: Salaries Regular $4,356 $4,356 12318751-various One Stop Program: Various 41,212 41,212 TOTAL $395,786 $395,786

EXHIBIT(S)

1. Memorandum of Understanding

2. Memorandum of Understanding – County of Orange Social Services Agency Submitted By: Steven Mendoza, Assistant City Manager
Approved By: Kristine Ridge, City Manager
City Council 33 – 4 7/19/2022
Memorandum of Understanding
For
Santa Ana Workforce Development Board
and
[Santa Ana WORK Center AJCC Partner]
EXHIBIT 1
City Council 33 – 5 7/19/2022
2 MEMORANDUM OF UNDERSTANDING
1) LEGAL AUTHORITY
The Workforce Innovation and Opportunity Act (“WIOA”) sec. 121(c)(1) requires that each Local Workforce Development Area develop and enter into a Memorandum of Understanding (“MOU”) with each America’s Job Center of California (“AJCC”) Partner, consistent with WIOA Sec. 121(c)(2). This requirement is further described in the WIOA; Joint Rule for Unified and Combined State Plans, Performance Accountability, and the AJCC System Joint Provisions: Final Rule at 20 CFR 678.500, 34 CFR 361.500, and 34 CFR 463.500, and in Federal guidance.

Additionally, the sharing and allocation of infrastructure costs among AJCC Partners is governed by WIOA sec. 121(h), its implementing regulations, and the Federal Cost Principles contained in the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance) at 2 CFR part 200.
2) PARTIES
The parties to this MOU are the City of Santa Ana, the Santa Ana Workforce Development Board (“SAWDB”), and (“AJCC Partner” or “Partner”), a
collocated one-stop AJCC Partner located at the Santa Ana WORK Center, 801 W. Civic Center Drive, Suite 200, Santa Ana, CA 92701.
3) PURPOSE
The purpose of the MOU is consistent with the provisions of WIOA sec. 121(c)(1), to establish a cooperative working relationship between the SAWDB and the collocated AJCC Partner, and to define their respective roles and responsibilities concerning the operation of the AJCC as it relates to shared services and customers. It serves to establish the framework for providing services to employers, employees, job seekers and others needing workforce services. It also serves to establish a framework to support the established service delivery through the sharing of resources and costs.
4) DURATION
This MOU shall become effective July 1, 2022 (“Effective Date”), and terminate June 30, 2023, unless earlier terminated pursuant to the provisions of Paragraph 32 of this MOU; however, the Parties shall be obligated to perform such duties as would normally extend beyond this term, including, but not limited to, obligations with respect to indemnification, reporting and confidentiality.

This MOU will remain in effect until the termination date, unless one of the conditions in Paragraph 32 occurs.

EXHIBIT 1
City Council 33 – 6 7/19/2022
3 5) MODIFICATIONS AND REVISIONS
This MOU and its Attachments 1, 2, 3, 3-1, and 4, as well as the Office Lease for the AJCC referenced and incorporated herein, constitute the entire agreement between the parties, and no oral understanding not incorporated herein shall be binding on any of the parties hereto. This MOU may be modified, altered, or revised, as necessary, by mutual consent of the parties, by the issuance of a written amendment, signed and dated by the parties, which may require approval by the governing body of each Party. Assignment of responsibilities under this MOU by any of the parties shall require prior written notice and preapproval of all parties. Any assignee shall also commit in writing to the terms of this MOU.
6) SANTA ANA WORKFORCE DEVELOPMENT STRATEGIES
Santa Ana’s vision rests on integrating current and future resources through its SAWDB Partners.

Integration suggests more than partnering or assembling multiple funding sources. It means making certain that all elements of the workforce support system work together to create inviting and seamless services wherever a client enters the system. Santa Ana’s vision is sensitive to the needs of its unique demographics. The SAWDB’s overall strategies include:
a) Identifying regional industry clusters (e.g., manufacturing cluster, medical cluster, etc.) to create new jobs in which Santa Ana’s workforce can participate; b) Expanding small business development support as a creator of new jobs and method for growing the local tax base;
c) Educating Santa Ana’s current and future workforce through classroom pre-training and training activities, plus on-the-job training and workforce skill enhancement activities; d) Offering career pathway programs for both unemployed and employed adults and youth; e) Increasing access to jobs for disconnected and underserved populations, especially youth; f) Organizing, integrating and supporting social and other services through the SAWDB’s network of partnerships, volunteer organizations, and established institutional resources; and,
g) Assuring funding from all public, private, and other sources in support of its programs. 7) ONE-STOP SYSTEM & SERVICES
A. LOCATION
The AJCC is currently located in Santa Ana as follows:

American Job Center (Comprehensive AJCC)
Santa Ana WORK CENTER
801 W. Civic Center Drive, Suite 200
Santa Ana, CA 92701
(714) 565-2600
Open to the Public: Monday – Friday 8:00 am-5:00 pm
(Closed on major holidays)
EXHIBIT 1
City Council 33 – 7 7/19/2022
4 The AJCC is currently located at the Santa Ana WORK Center (“SAWC”) as described in the Location of AJCC and all Partners, attached herein as Attachment 1 and incorporated herein by reference. Santa Ana ranks as the fourth densest city in the entire nation. SAWC, through its central location in downtown Santa Ana, shall provide and/or coordinate WIOA services to individuals, providing them with the necessary skills to participate in building a world-class workforce in Santa Ana. The SAWC offers the community a variety of informational, employment and training services based on individual needs. Those needs are met by the combined efforts of the SAWC Partners as described by the Santa Ana AJCC Partner Services, included herein as Attachment 2 and incorporated herein by reference.

B. SERVICES PROVIDED AT THE SANTA ANA WORK CENTER
Services and referrals provided at the SAWC by AJCC Partners may include, but are not limited to, the following:

1. Basic Career Services:
a. Eligibility determination;
b. Outreach, intake, and orientation to information and services; c. Initial assessment of skill levels, including: literacy, numeracy, and English proficiency; and, aptitudes, abilities, and support service needs; d. Labor exchange services, including:
i. Job vacancy listings in labor market areas;
ii. Information on job skills needed to obtain the vacant jobs; and, iii. Information relating to in-demand occupations, including earnings and opportunities for advancement;
e. Provision of performance and program cost information on the Eligible Training Provider List (“ETPL”) eligible programs by program and type of provider f. Provision of information in acceptable formats and languages that identify actual performance against performance accountability measures g. Provision of information related to support services h. Provision of information and assistance in filing Unemployment Insurance claims; and,
i. Assistance in establishing eligibility for programs of financial aid assistance for training and education programs not funded through WIOA.

2. Individualized Career Services:
a. Comprehensive and specialized assessment of skill levels and service needs including: Diagnostic testing; and, other assessment tools; b. In-depth interview and evaluation to determine barriers and goals; c. Development of Individual Employment Plan (IEP) to identify goals, objectives, and services;
d. Group counseling;
e. Individual counseling;
f. Career planning;
g. Short-term pre-vocational services, including: development of learning skills; communication skills; and, other soft skills to prepare individuals for employment or training;
EXHIBIT 1
City Council 33 – 8 7/19/2022
5 h. Workforce preparation activities, including: basic academic; and, obtaining other skills necessary for successful transition into postsecondary education, training or employment;
i. Financial literacy services; and,
j. Out-of-area job search assistance and relocation assistance.

3. Training Services:
a. Occupational skills training;
b. On-the-Job training;
c. Incumbent worker training;
d. Programs that combine workplace training with related instruction, which may include cooperative education programs;
e. Training programs operated by the private sector;
f. Skill upgrading and retraining;
g. Entrepreneurial training programs;
h. Transitional jobs;
i. Job readiness training provided in combination with any of the aforementioned training Services;
j. Adult education and literacy activities, including: activities of English language acquisition; and, integrated education and training programs provided concurrently or in combination with any of the aforementioned training services; k. Customized training;
l. Internships and work experiences that are linked to careers; and, m. English language acquisition and integrated education and training program.

4. Employer Services:
a. Recruitment and other business services on behalf of employers.

C. SYSTEM STRUCTURE

1. AJCC ONE-STOP OPERATOR PROCUREMENT
The SAWDB will procure the AJCC Operator through a competitive process in accordance with the Uniform Guidance Cost Principles contained in the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards at 2 CFR part 200 (Uniform Guidance), including the Office of Management and Budget’s (OMB) approved exceptions for the U.S. Department of Labor at 2 CFR part 2900, WIOA and its implementing regulations, and local procurement laws and regulations. All documentation for the competitive AJCC operator procurement will be available for public inspection. The State requires that the AJCC operator is re-competed at least every three years and no later than every four years.

2. ROLES AND RESPONSIBILITIES OF PARTIES
a. Provision of Applicable Career Services and Participation in Planning and Development:

The parties to this MOU will work closely together to ensure that the AJCC is a high-performing work place with staff that ensure quality of service. The AJCC Partner has indicated they shall provide an array of applicable career services to clients as set forth in the Santa Ana AJCC Partner EXHIBIT 1
City Council 33 – 9 7/19/2022
6 Services. The AJCC Partner agrees to the responsibilities required of all Partners under WIOA Section 121(b). In addition, the AJCC Partners will participate in joint planning, plan development, and modification of activities to accomplish the following:
i. Continuous partnership building;
ii. Continuous planning in response to state and federal requirements; and, iii. Responsiveness to local and economic conditions, including employer needs.

Parties agree to the co-enrollment of mutual customers in case management to better leverage the resources available for the benefit of the participant and enhance successful outcomes and participate in the operation of the one-stop system consistent with the terms of the MOU and requirements of authorized laws. Both parties agree to inform each other immediately when a customer violates an established policy that would require them to be banned from the center or behavior that requires police intervention.

Parties agree to collaborate and reasonably assist each other in the development of necessary service delivery protocols for the services outlined in this MOU.

Parties agree that the provisions contained herein are made subject to all applicable federal and state laws, implementing regulations, and guidelines imposed on either or all the parties relating to privacy rights of customers, maintenance of records, and other confidential information relating to customers.

Parties agree that all equipment and furniture purchased by any party for purposes described herein shall remain the property of the purchaser after the termination of this MOU. b. Parties shall comply with:
i. Section 188 of the WIOA Nondiscrimination and Equal Opportunity Regulations (29 CFR Part 38; Final Rule, published December 2, 2016);
ii. Title VI and VII of the Civil Rights Act of 1964 (Public Law 88-352), as amended; iii. Section 504 of the Rehabilitation Act of 1973, as amended; iv. The Americans with Disabilities Act of 1990, as amended; v. The Jobs for Veterans Act (Public Law 107-288) pertaining to priority of service in programs funded by the U.S. Department of Labor;
vi. Training and Employment Guidance Letter (TEGL) 37-14, Update on Complying with Nondiscrimination Requirements: Discrimination Based on Gender Identity, Gender Expression and Sex Stereotyping are Prohibited Forms of Sex Discrimination in the Workforce Development System and other guidance related to implementing WIOA sec. 188;
vii. The Non-traditional Employment for Women Act of 1991; viii. The Age Discrimination Act of 1967, as amended;
EXHIBIT 1
City Council 33 – 10 7/19/2022
7 ix. The Age Discrimination Act of 1975, as amended;
x. Title IX of the Education Amendments of 1972, as amended; xi. The Family Educational Rights and Privacy Act (FERPA) (20 U.S.C. § 1232g; 34 CFR part 99);
xii. Title IX of the Education Amendments of 1972, as amended; xiii. Confidentiality requirements governing the protection and use of personal information held by the VR agency (34 CFR 361.38);
xiv. The confidentiality requirements governing the use of confidential information held by the State UI agency (20 CFR part 603); and,
xv. All amendments to each, and all requirements imposed by the regulations issued pursuant to these acts.

The Parties agree to inform each other immediately when a customer violates an established policy that would require them to be banned from the center or activity that requires policy intervention. 8) COLLOCATED AJCC PARTNER RESPONSIBILITIES
Partner commits to collocation of staff, as appropriate, and to providing other professional learning opportunities that promote continuous quality improvement. Partner will further promote system integration to the maximum extent feasible through:
a. Effective communication, information sharing, and collaboration with the AJCC operator; b. Joint planning, policy development, and system design processes; c. Commitment to the joint mission, vision, goals, strategies, and performance measures; d. The design and use of common intake, assessment, referral, and case management processes;
e. The use of common and/or linked data management systems and data sharing methods, as appropriate;
f. Leveraging of resources, including other public agency and non-profit organization services;
g. Participation in a continuous improvement process designed to boost outcomes and increase customer satisfaction; and
h. Participation in regularly scheduled Partner meetings to exchange information in support of the above and encourage program and staff integration.

EXHIBIT 1
City Council 33 – 11 7/19/2022
8 Partner shall provide applicable career services to clients as set forth in the Santa Ana AJCC Partner Services.
9) REFERRALS
The primary principle of the referral system is to provide integrated and seamless delivery of services to workers, job seekers, and employers. In order to facilitate such a system, Partners will ensure and agree to:
a. Familiarize themselves with the basic eligibility and participation requirements, as well as with the available services and benefits offered, for each of the Partners’ programs represented in the AJCC network;
b. Develop materials summarizing their program requirements and making them available for Partners and customers;
c. Develop and utilize common intake, eligibility determination, assessment, and registration forms, as appropriate;
d. Provide substantive referrals to customers who are eligible for supplemental and complementary services and benefits under Partner programs; e. Regularly evaluate ways to improve the referral process, including the use of customer satisfaction surveys;
f. Commit to robust and ongoing communication required for an effective referral process; g. Commit to actively follow up on the results of referrals and assuring that Partner resources are being leveraged at an optimal level;
h. Ensure that intake and referral processes are customer-centered with the intent to provide high quality customer service;
i. Ensure that general information regarding AJCC programs, services, activities, and resources shall be made available to all customers as appropriate; j. Ensure that referrals will be made via email or other electronic means; k. Ensure that referrals will include a direct link or access to other AJCC Partner staff that can provide meaningful information or service, through the use of co-location, or real-time technology (two-way communication and interaction with AJCC Partners that results in services needed by the customer); and,
l. Ensure that the referral process will include specific staff name, the activity required, desired outcome and a method for communicating back to the referring agency that the service need was addressed.

EXHIBIT 1
City Council 33 – 12 7/19/2022
9 10) SUPERVISION/DAY TO DAY OPERATIONS
a. Day-to-Day Supervision
The day-to-day supervision of staff assigned to the AJCCs will be the responsibility of the site supervisor(s). Partner will continue to set the priorities of its staff assigned to the AJCC. Any change in work assignments or any concerns involving the responsibilities of the parties which occur at the worksite will be handled by the site supervisor(s) and Partner management. b. Santa Ana WORK Center Hours of Operation
The SAWC is open for business: Monday through Friday from 8:00 am until 5:00 pm (Closed on major holidays).
c. Partner Staff Office Hours
The office hours for Partner staff at the AJCC will be established by the Partner. All Partner staff will comply with their corresponding holiday schedule and will provide a copy of their holiday schedule to the SAWDB and SAWC at the beginning of each fiscal year. d. Building Accessibility
All Partner staff assigned to the SAWC will be issued an access card to SAWC suite 200 and a parking lot pass that allows them to enter and exit the parking lot. It is all individual staff’s responsibility to keep them secure. Should they damage or lose them they can be replaced by the SAWDB at the expense of the individual agency staff.
e. Benefits
Each party shall be solely liable and responsible for providing to, or on behalf of, its employee(s), all legally-required employee benefits. In addition, each party shall be solely responsive and hold all other parties harmless from all matters relating to payment of each party's employee(s), including compliance with social security withholding, workers' compensation, and all other regulations governing such matters.
11) AJCC OPERATING BUDGET
The purpose of this section is to establish a financial plan, including terms and conditions, to fund the services and operating costs of the local AJCC. The parties to this MOU agree that joint funding is a necessary foundation for an integrated service delivery system. The goal of the operating budget is to develop a funding mechanism that:
a. Establishes and maintains the Local workforce delivery system at a level that meets the needs of the job seekers and businesses in the Local area; b. Reduces duplication and maximizes program impact through the sharing of services, resources, and technologies among Partners (thereby improving each program’s effectiveness);
EXHIBIT 1
City Council 33 – 13 7/19/2022
10 c. Reduces overhead costs for any one Partner by streamlining and sharing financial, procurement, and facility costs;
d. Ensures that costs are appropriately shared by AJCC Partners by determining contributions based on the proportionate use of the AJCC centers and relative benefits received, and requiring that all funds are spent solely for allowable purposes in a manner consistent with the applicable authorizing statutes and all other applicable legal requirements, including the Uniform Guidance; and,
e. All parties will meet and confer regarding replacement, acquisition, cleaning and maintenance of furnishings.

The parties consider this AJCC operating budget the master budget that is necessary to maintain the SAWDB’s high-standard AJCC. It includes the following cost categories, as required by WIOA and its implementing regulations:
a. Infrastructure costs (also separately outlined below in the Infrastructure Funding Agreement);
b. Career services; and
c. Shared services.

All costs must be included in the MOU, allocated according to the AJCC Partner’s proportionate use and relative benefits received, reconciled every six (6) months against actual costs incurred, and adjusted accordingly. The AJCC operating budget is expected to be transparent and negotiated among Partners on an equitable basis to ensure costs are shared appropriately. All Partners must negotiate in good faith and seek to establish outcomes that are reasonable and fair. All Partners must adhere and reference the rules and regulations included in the executed Office Lease, incorporated herein by reference.
12)INFRASTRUCTURE FUNDING AGREEMENT
The Infrastructure Funding Agreement (“IFA”) contains the infrastructure costs budget that is an integral component of the overall AJCC operating budget. The IFA is a mandatory component of the local MOU, described in WIOA sec. 121(c) and 20 CFR 678.500 and 678.755. The IFA contains the AJCC Comprehensive Infrastructure Budget, and Other System Cost Budget, included herein as Attachment 3 and incorporated herein by reference, that is an integral component of the overall AJCC operating budget. The other component of the IFA is the Applicable Career Services, attached herein as Attachment 3-1 and incorporated herein by reference, which includes the shared operating costs and shared services. The overall AJCC operating budget includes the Comprehensive Cost Allocation and Partner Contributions, attached herein as Attachment 4 and incorporated herein by reference.

AJCC infrastructure costs are defined as non-personnel costs that are necessary for the general operation of the AJCC, including, but not limited to:
a. Rental of the facilities;
b. Utilities and maintenance;
EXHIBIT 1
City Council 33 – 14 7/19/2022
11 c. Equipment, including assessment-related products and assistive technology for individuals with disabilities; and,
d. Technology to facilitate access to the AJCC, including technology used for the center’s planning and outreach activities.

Changes in the AJCC Partners or an appeal by an AJCC Partner’s infrastructure cost contributions will require an amendment of the MOU.
13) COST ALLOCATION METHODOLOGY
The purpose of this infrastructure cost sharing methodology is to summarize, in writing, the methods and procedures that the SAWDB will use to share costs with the AJCC Partner. The AJCC Partner agrees that it will be charged on a monthly basis according to the following cost sharing methodology, and that monthly payment will be submitted within the first ten (10) calendar days of each month.
14)INFRASTRUCTURE COST ALLOCATION METHODOLOGY
a. Rent Costs: Rent costs shall be based only on the base rent. The base rent is derived from the total assigned square footage, calculating the percentage of usage by AJCC Partner and applying that percentage to the common area square footage. Assigned square footage plus the percentage of common area square footage equals total square footage for each AJCC Partner.

Total square footage for each AJCC Partner multiplied by the base rent per square foot equals total base rent for each AJCC Partner as indicated in the AJCC Comprehensive Infrastructure Budget, and Other System Cost Budget and the Comprehensive Cost Allocation and Partner Contributions.

The base rent has an annual increase of no more than 3% over the five-year life of the Office Lease document, incorporated herein by reference.
b. Utilities and Maintenance: This section includes only telephone services, which includes voice-mail on AJCC Partners’ phones. Costs for staff phones are charged based on the AJCC Partner’s assigned space. Common area phones will be charged according to space allocation. c. Telephones: Telephone costs include the cost of purchasing and installing a new phone system utilized by the AJCC Partners. Telephone costs are based on the actual cost for telephones in assigned spaces. Common area telephones are allocated based on percentage of space allocation. d. Technology and Internet Access Costs: Installation of Network Wireless Bridge will be a monthly charge based on costs from the vendors. The cost per AJCC Partner is derived from the calculation of total percentage of space used by each AJCC Partner. Recurring monthly charges for Internet, Wi-Fi and other technology charges are allocated based on the percentage of total space allocated. Access Card System installation and programing of the key card system, Data & Phone cabling and Switches will be a monthly charge to all collocated Partners based on allocated space.
15)INFRASTRUCTURE CONTRIBUTIONS
The AJCC Partner may provide cash, non-cash (in- kind), and third-party in-kind contributions to cover its share of infrastructure costs. In-kind contributions cannot be used to fund nonEXHIBIT 1 City Council 33 – 15 7/19/2022
12 infrastructure costs (such as personnel), and must be valued consistent with Uniform Guidance Section 200.306 to ensure such contributions are fairly evaluated and qualify for the AJCC Partner’s proportionate share.

If third-party in-kind contributions are made to support the AJCC as a whole (such as facility space), that contribution will not count toward the AJCC Partner’s proportionate share of the infrastructure. Rather, the value of the contribution will be applied to the overall infrastructure budget prior to determining proportionate amounts and thereby reduce the contribution required for all AJCC Partners.
a. Cash
Cash funds provided to the SAWDB, or its designee, by AJCC Partners, either directly or by an interagency transfer, or by a third party.
b. Non-Cash
Expenditures incurred by AJCC Partners on behalf of the AJCC; and Non-cash contributions or goods or services contributed by a Partner program and used by the AJCC. c. Third-party In-kind
Contributions of space, equipment, technology, non-personnel services, or other like items to support the infrastructure costs associated with AJCC operations, by a non-AJCC Partner to:

Support the AJCC in general; or, Support the proportionate share of AJCC infrastructure costs of a specific Partner [20 CFR 678.720; 20 CFR 678.760; 34 CFR 361.720; 34 CFR 361.760; 34 CFR 463.720; and 34 CFR 463.760].
16) OTHER AJCC DELIVERY SYSTEM COSTS
In compliance with WIOA Joint Rule Section 678.760, the AJCC Partners will use a portion of funds made available under their authorizing federal statute (or fairly evaluated in-kind contributions) to share the additional costs relating to the operation of the One-Stop delivery system. These costs may be shared through cash, non-cash, or third-party in-kind contributions.

As required by WSD16-09, the amount of funds that the AJCC Partner has budgeted to expend on applicable career services and other shared services, which cumulatively with the other AJCC Partners budgeted amounts shall form the Comprehensive Cost Allocation and Partner Contributions.
a. Career Services Applicable to the AJCC Partner
The AJCC Partner shall provide applicable career services to clients as set forth in the Santa Ana AJCC Partner Services. The agreed upon Applicable Career Services Budget is set forth in Attachment 3-1 attached hereto and incorporated herein by reference. This budget consists of the AJCC Partner’s costs for the service delivery of each applicable career service indicated in the Santa Ana AJCC Partner Services.
b. Required Consolidated Budget for the Delivery of “Applicable Career Services” The other system costs budget must be a consolidated budget for applicable career services. This budget must include each of the Partner’s costs for the service delivery of each applicable career EXHIBIT 1
City Council 33 – 16 7/19/2022
13 service and a consolidated system budget for career services applicable to more than one Partner as indicated in the Comprehensive Cost Allocation and Partner Contributions.

AJCC Partners understand that while only collocated Partners share infrastructure costs, at this time, all AJCC Partners must share in other System costs through non-cash (in-kind) contributions as set forth herein.
17) DATA SHARING
Parties agree that the use of high-quality, integrated data is essential to inform decisions made by policymakers, employers, and job seekers. Additionally, it is vital to develop and maintain an integrated case management system, as appropriate, that informs customer service throughout customers’ interaction with the integrated system and allows information collected from customers at intake to be captured once.

Parties further agree that the collection, use, and disclosure of customers’ personally identifiable information (PII) is subject to various requirements set forth in Federal and State privacy laws.

Partners acknowledge that the execution of this MOU, by itself, does not function to satisfy all of these requirements.

All data, including customer PII, collected, used, and disclosed by Partners will be subject to the following:
a. Customer PII will be properly secured in accordance with the SAWDB’s policies and procedures regarding the safeguarding of PII;
b. The collection, use, and disclosure of customer education records, and the PII contained therein, as defined under FERPA, shall comply with FERPA and applicable State privacy laws;
c. All confidential data contained in Unemployment Insurance wage records must be protected in accordance with the requirements set forth in 20 CFR part 603; d. All personal information contained in Vocational Rehabilitation records must be protected in accordance with the requirements set forth in 34 CFR 361.38; e. Customer data may be shared with other programs, for those programs’ purposes, within the AJCC network only after the informed written consent of the individual has been obtained, where required;
f. Customer data will be kept confidential, consistent with Federal and State privacy laws and regulations; and,
g. All data exchange activity will be conducted in machine readable format, such as HTML or PDF, for example, and in compliance with Section 508 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794 (d)).

EXHIBIT 1
City Council 33 – 17 7/19/2022
14 All AJCC and Partner staff will be trained in the protection, use, and disclosure requirements governing PII and any other confidential data for all applicable programs, including FERPAprotected education records, confidential information in UI records, and personal information in VR records.
18) CONFIDENTIALITY
All parties expressly agree to abide by all applicable Federal, State, and local laws and regulations regarding confidential information, including PII from educational records, such as but not limited to 20 CFR Part 603, 45 CFR Section 205.50, 20 USC 1232g and 34 CFR part 99, and 34 CFR 361.38, as well as any applicable State and local laws and regulations.

Each party will ensure that the collection and use of any information, systems, or records that contain PII and other personal or confidential information will be limited to purposes that support the programs and activities described in this MOU and will comply with applicable law.

Each party will ensure that access to software systems and files under its control that contain PII or other personal or confidential information will be limited to authorized staff members who are assigned responsibilities in support of the services and activities described herein and will comply with applicable law. Each party expressly agrees to take measures to ensure that no PII or other personal or confidential information is accessible by unauthorized individuals.

To the extent that confidential, private, or otherwise protected information needs to be shared amongst the parties for the parties’ performance of their obligations under this MOU, and to the extent that such sharing is permitted by applicable law, the appropriate data sharing agreements will be created and required confidentiality and ethical certifications will be signed by authorized individuals. With respect to confidential unemployment insurance information, any such data sharing must comply with all of the requirements in 20 CFR Part 603, including but not limited to requirements for an agreement consistent with 20 CFR 603.10, payments of costs, and permissible disclosures.

With respect to the use and disclosure of FERPA-protected customer education records and the PII contained therein, any such data sharing agreement must comply with all of the requirements set forth in 20 U.S.C. § 1232g and 34 CFR Part 99.

With respect to the use and disclosure of personal information contained in VR records, any such data sharing agreement must comply with all of the requirements set forth in 34 CFR 361.38. 19) PRESS RELEASES AND COMMUNICATIONS
All parties shall be consulted and notified prior to communicating with the press, television, radio or any other form of media regarding its duties or performance under this MOU. Participation of each party in press/media presentations will be determined by each party's public relations policies.

The parties agree to utilize the AJCC logo developed by the State of California and the SAWDB on buildings identified for AJCC usage.

EXHIBIT 1
City Council 33 – 18 7/19/2022
15 20) ACCESSIBILITY
Accessibility to the services provided by the AJCCs and all Partner agencies is essential to meeting the requirements and goals of the local AJCC network. Job seekers and businesses must be able to access all information relevant to them via visits to physical locations as well as in virtual spaces, regardless of gender, age, race, religion, national origin, disability, veteran’s status, or on the basis of any other classification protected under state or federal law. 21) NON-DISCRIMINATION AND EQUAL OPPORTUNITY
All parties to this MOU certify that they prohibit, and will continue to prohibit, discrimination, and they certify that no person, otherwise qualified, is denied employment, services, or other benefits on the basis of: (i) political or religious opinion or affiliation, marital status, sexual orientation, gender, gender identification and/or expression, race, color, creed, or national origin; (ii) sex or age, except when age or sex constitutes a bona fide occupational qualification; or (iii) the physical or mental disability of a qualified individual with a disability. 22) GRIEVANCES AND COMPLAINTS PROCEDURE
The AJCC Partner agrees to establish and maintain a procedure for grievance and complaints as outlined in WIOA. The process for handling grievances and complaints is applicable to customers and Partners. These procedures will allow the customer or entity filing the complaint to exhaust every administrative level in receiving a fair and complete hearing and resolution of their grievance. The Partner further agrees to communicate openly and directly to resolve any problems or disputes related to the provision of services in a cooperative manner and at the lowest level of intervention possible. All Partners agree to inform each other immediately when a customer violates an established policy that would require them to be banned from the center or involves police authorities.
23) AMERICAN’S WITH DISABILITIES ACT AND AMENDMENTS COMPLIANCE The AJCC Partner agrees to ensure that the policies and procedures as well as the programs and services provided at the AJCC are in compliance with the Americans with Disabilities Act (“ADA”) and its amendments. Additionally, the SAWDB and the AJCC Partners will ensure that policies and procedures established by the SAWDB and the AJCC Partners are in compliance with the ADA.
24) HOLD HARMLESS/INDEMNIFICATION/LIABILITY
In accordance with provisions of Section 895.4 of the California Government Code, each signatory hereby agrees to indemnify, defend and hold harmless all other signatories identified in this MOU from and against any and all claims, demands, damages and costs arising out of or resulting from any negligent acts or omissions which arise from the performance of the obligations by such indemnifying party pursuant to this MOU. In addition, except for Departments of the State of California which cannot provide for indemnification of court costs and attorney’s fees under the indemnification policy of the State of California, all signatories to this MOU agree to indemnify, defend and hold harmless each other from and against all court costs and attorney’s fees arising out of or resulting from any negligent acts or omissions which arise from the performance of the EXHIBIT 1
City Council 33 – 19 7/19/2022
16 obligations by such indemnifying party pursuant to this MOU. It is understood and agreed that all indemnity provided herein shall survive the termination of this MOU. 25) SEVERABILITY
If any part of this MOU is found to be null and void or is otherwise stricken, the rest of this MOU shall remain in force.
26) DRUG AND ALCOHOL-FREE WORKPLACE
All parties to this MOU certify they will comply with the Drug-Free Workplace Act of 1988, 41 U.S.C. 702 et seq., and 2 CFR part 182 which require that all organizations receiving grants from any Federal agency maintain a drug-free workplace. The recipient must notify the awarding office if an employee of the recipient is convicted of violating a criminal drug statute. Failure to comply with these requirements may be cause for suspension or debarment under 2 CFR part 180, as adopted by the U.S. Department of Education at 2 CFR 3485, and the U.S. Department of Labor regulations at 29 CFR part 94.
27) CERTIFICATION REGARDING LOBBYING
All parties shall comply with the Byrd Anti-Lobbying Amendment (31 U.S.C. Section1352), 29 C.F.R. Part 93, and 34 CFR part 82, as well as the requirements in the Uniform Guidance at 2 CFR 200.450. The parties shall not lobby federal entities using federal funds and will disclose lobbying activities as required by law and regulations.
28) DEBARMENT AND SUSPENSION
All parties shall comply with the debarment and suspension requirements (E.0.12549 and12689) and 2 CFR part 180 and as adopted by the U.S. Department of Labor at 29 CFR part 2998 and by the U.S. Department of Education at 2 CFR 3485.
29) PRIORITY OF SERVICE
All parties certify that they will adhere to all statutes, regulations, policies, and plans regarding priority of service, including, but not limited to, priority of service for veterans and their eligible spouses, and priority of service for the WIOA title I Adult program, as required by 38 U.S.C. sec. 4215 and its implementing regulations and guidance, and WIOA sec. 134(c)(3)(E) and its implementing regulations and guidance. Partners will target recruitment of special populations that receive a focus for services under WIOA, such as individuals with disabilities, low-income individuals, basic skills deficient youth, and English language learners. 30) BUY AMERICAN PROVISION
Each party that receives funds made available under title I or II of WIOA or under the WagnerPeyser Act (29 U.S.C. Section 49, et. seq.) certifies that it will comply with Sections 8301 through 8303 of title 41 of the United States Code (commonly known as the “Buy American Act.”) and as referenced in WIOA Section 502 and 20 CFR 683.200(f).

EXHIBIT 1
City Council 33 – 20 7/19/2022
17 31) SALARY COMPENSATION AND BONUS LIMITATIONS
Each party certifies that, when operating grants funded by the U.S. Department of Labor, it complies with TEGL 05-06, Implementing the Salary and Bonus Limitations in Public Law 109- 234, TEGL 17-15, Workforce Innovation and Opportunity Act (WIOA) Adult, Dislocated Worker and Youth Activities Program Allotments for Program Year (PY) 2017; Final PY 2017 Allotments for the Wagner-Peyser Act Employment Service (ES) Program Allotments; and Workforce Information Grants to States Allotments for PY 2017, Public Laws 114-113 (Division H, title I, Section 105) and 114-223, and WIOA section 194(15)(A), restricting the use of federal grant funds for compensation and bonuses of an individual, whether charged to either direct or indirect, at a rate in excess of the Federal Office of Personnel Management Executive Level II. 32) TERMINATION
This MOU will remain in effect until the end date specified in section 4 above, unless:
a. Federal oversight agencies charged with the administration of WIOA are unable to appropriate funds or if funds are not otherwise made available for continued performance for any fiscal period of this MOU succeeding the first fiscal period. Any party unable to perform pursuant to MOU due to lack of funding shall notify the other parties as soon as the party has knowledge that funds may be unavailable for the continuation of activities under this MOU;
b. WIOA is repealed or superseded by subsequent federal law; c. Local area designation is changed under WIOA; and,
d. A party breaches any provision of this MOU and such breach is not cured within thirty (30) days after receiving written notice from the SAWDB Chair (or designee) specifying such breach in reasonable detail. In such event, the non-breaching party(s) shall have the right to terminate this MOU by giving written notice thereof to the party in breach, upon which termination will go into effect immediately.

In the event of termination, the parties to the MOU must convene within thirty (30) calendar days after the breach of the MOU to discuss the formation of the successor MOU. At that time, allocated costs must be addressed.

This MOU is of no force or effect until signed by authorized representatives of the participating parties, and approved by the Chief Local Elected Official or his/her designee. The MOU, once signed, becomes part of the local WIOA Plan. Any party may withdraw from this MOU by giving written notice of intent to withdraw at least thirty (30) calendar days in advance of the effective withdrawal date. If agreed to by all parties, the timeframes for notice may be reduced or extended.

Notice of withdrawal shall be given to the SAWDB at the address listed in the signed attachments of this MOU, and to the contact person so listed, considering any information updates received by the parties, a courtesy notification shall be made to all parties of this MOU in a timely manner. 33) NOTICES
All notices, requests, claims, correspondence, reports, statements authorized or required by this Agreement, and/or other communications shall be addressed as follows:

EXHIBIT 1
City Council 33 – 21 7/19/2022
18 City of Santa Ana: City of Santa Ana
Administration Services
801 W. Civic Center Dr., Suite 200
Santa Ana, CA 92701
Partner:

Santa Ana WORK Center
801 W. Civic Center Dr., Suite 200
Santa Ana, CA 92701
34)INSURANCE
The AJCC Partners agree that their current in force insurance or self-insurance coverage programs shall apply to their operations performed under the Workforce Innovation Opportunity Act and at the SAWC, including commercial general liability, property damage liability, business personal property, workers’ compensation and employee dishonesty/crime coverages. The City of Santa Ana shall be named as additional insured for such insurance and the coverage shall be primary and non-contributory with regard to the City.
35) AUTHORITY AND SIGNATURES
The individuals signing this MOU and its attachments, which are incorporated herein by reference, have the authority to commit the party they represent to the terms of this MOU, and do so commit by signing.

ATTACHMENTS
Attachment 1: AJCC Partners Location and Map
Attachment 2: Santa Ana AJCC Partner Services
Attachment 3: AJCC Comprehensive Infrastructure Budget, and Other System Cost Budget Attachment 3-1: Applicable Career Services
Attachment 4: Comprehensive Cost Allocation and Partner Contributions EXHIBIT 1
City Council 33 – 22 7/19/2022
19 THIS MEMORANDUM OF UNDERSTANDING is hereby signed and agreed to on the date first written above.

FOR THE CITY OF SANTA ANA
Attest: City of Santa Ana:

Daisy Gomez, Clerk of the Council Kristine Ridge, City Manager Recommended for Approval: Approved as to Form:

Sonia R. Carvalho, City Attorney
___________________________________
Steven A. Mendoza, Executive Director Ryan O. Hodge, Assistant City Attorney Community Development Agency

FOR SANTA ANA WORKFORCE DEVELOPMENT BOARD
____________________________
Workforce Development Board Chair
FOR AMERICA’S JOB CENTER OF CALIFORNIA PARTNER
________________
AJCC Partner Date
20 Civic Center Plaza M-25, Santa Ana, CA 92701
Address
EXHIBIT 1
City Council 33 – 23 7/19/2022
Attachment 1
AJCC Partners Location and Map
Partner Program Partner
Organization
Authorization/Category Physically
Co-Located
Title I Adult, Dislocated
Workers and Youth
programs
City of Santa Ana
WIOA Title I Adult, Dislocated Workers, Youth
Programs Yes
Adult Education/
Literacy and Carl Perkins
Career Technical
Education
Rancho Santiago
Community College
District
WIOA title II Adult Education and Family
Literacy Act (AEFLA) program
No
Career and technical education (CTE)
programs at the postsecondary level,
authorized under the Carl D. Perkins Career
and Technical Education Act of 2006 (20 U.S.C.
2301 et seq.)
Wagner-Peyser Employment
Development
Department (EDD)
WIOA title III Wagner-Peyser Employment
Services, authorized under the Wagner-Peyser
Act (29 U.S.C. 49 et seq.), also providing the
state’s public labor exchange.

Yes
Veterans
Employment
Development
Department (EDD)
Jobs for Veterans State Grants (JVSG),
authorized under chapter 41 of title 38, U.S.C. Yes
Trade Act
Employment
Development
Department (EDD)
Trade Adjustment Assistance (TAA),
authorized under chapter 2 of title II of the
Trade Act of 1974 (19 U.S.C. 2271et seq.)
Yes
Unemployment
Insurance (UI)
Employment
Development
Department (EDD)
Unemployment Insurance (UI) programs under
state unemployment compensation laws. No
Vocational
Rehabilitation Services
State Department of
Rehabilitation
WIOA title IV State Vocational Rehabilitation
program authorized under title I of the
Rehabilitation Act of 1973 (29 U.S.C. 720 et
seq.)
Yes
Temporary Assistance
for Needy Families
(TANF)
Social Service
Agency-Family SelfSufficiency
Temporary Assistance for Needy Families
(TANF), authorized under part A of title IV of
the Social Security Act (42 U.S.C. 601 et seq.)
Yes
Senior Aid Program
Senior Aid Program
Regions II & III
SER-Jobs for
Progress, Inc.

Senior Community Service Employment
Program (SCSEP), authorized under title V of
the Older Americans Act of 1965 (42 U.S.C.
3056 et seq.)
Yes
Job Corps Long Beach Job Corps WIOA Title I C, Jobs Corps No Native American
Programs
United American Indian
Involvement, Inc.

Indian and Native American Programs (Section
166) No
Housing & Urban
Development
Santa Ana Housing
Authority
Housing & Urban Development (HUD)
Yes
Adult Demonstration Orange County
Sheriff’s Department
Reentry Employment Opportunities (EO)
programs authorized under sec. 212 of the
Second Chance Act of 2007 (42 U.S.C. 17532)
and WIOA sec. 169
No
EXHIBIT 1
City Council 33 – 24 7/19/2022
Attachment 1
AJCC Partners Location and Map
EXHIBIT 1
City Council 33 – 25 7/19/2022
SANTA ANA AJCC Partner Services Attachment 2
1 Partner Name Entity/Program
SANTA ANA AJCC Partner Services
Service
Delivery
Method Career Training Employer
Title I Adult, DW, Youth City of Santa Ana 1, 2, 3, 4, 6, 7, 8, 10, 11, 12, 13, 14, 15, 16, 17 1, 2, 5, 7, 9 1,2,3,4,5,6,7,8 FT, T, B, P, O
Adult Education/ Literacy Rancho Santiago
Community College District 2, 3, 12, 14-15, 17 1, 8 B, P, O Wagner-Peyser Employment Development
Department (EDD) 1,2,3,4,5,6,8,9,10,17, 1,2,3,4,6,7,8 FT,PT,T,A,B,P, Veterans (Jobs for Veterans
State Grant)
Employment Development
Department (EDD)
1,2,3,4,5,6,8,9,10,11,
12,13,14,15,16,17 1,2,3,4,6,7, FT,T,A,B,P
Trade Act (Trade Adjustment
Assistance)
Employment Development
Department (EDD) 1,2,3,4,5,6,8,9,10,11,12,13,14,15,16,17 1,4,5,8,9 1,2,3,4,6,7,8 PT,T,A,B Unemployment Compensation Employment Development
Department (EDD) 1,9 8 PT,T,A,B
Vocational Rehabilitation State Department of
Rehabilitation
1, 2, 3, 4, 5, 6, 7, 8 , 11, 12, 13, 14, 15,
16, 17
DOR Eligible: 1,
2, 3, 4, 5, 6, 7,
8, 9,
1, 2, 4 DOR
Eligible: 3, 5,
8 PT, FT
TANF Social Service AgencyFamily Self-Sufficiency 1,2,3,4,7,8,10,11,12,13, 1,3, 4,7,8 FT,T,A,B,P Carl Perkins Career Technical
Education
Rancho Santiago
Community College District 2, 3, 12, 14-15, 17 1, 8 B, P, O Title V Older Americans Act
Senior Aid Program
Regions II & III SER-Jobs for
Progress, Inc.
1,2,3,4,5,8,11,12,13,16 1,2,3,7 1,2,3,4,6, 7 PT, T, B
Job Corps Long Beach Job Corps 2 1, 3, 7 T, B, P, O
Native American Programs
(Section 166)
United American Indian
Involvement, Inc. 1, 2, 3, 4 O, P, B,T
Housing & Urban
Development Housing Authority 2, 3, 4, 8, 10, 15 B, P, O EXHIBIT 1
City Council 33 – 26 7/19/2022
SANTA ANA AJCC Partner Services Attachment 2
2 CAREER SERVICES: Basic Career Services (BCS) include self-help service services requiring minimal staff assistance and Individualized Career Services (ICS) requiring more staff involvement generally provided to individuals unable to find employment through basic career services, and deemed to be in need of more concentrated services to obtain employment; or who are employed but deemed to be in need of more concentrated services to obtain or retain employment that allows for self-sufficiency.

Basic Career Services

1. Eligibility Determination: This is the process of obtaining and documenting information about an individual's circumstances and comparing that information with the criteria set by an agency or program to decide if the individual qualifies for participation.

2. Outreach, Intake and Orientation: Outreach activities involve the collection, publication, and dissemination of information on program services available and directed toward jobless, economically disadvantaged, and other individuals. Intake is the process of collecting basic information, e.g., name, address, phone number, SSN, and all other required information to determine eligibility or ineligibility for an individual's program. Orientation, whether offered in a group setting, one-on-one, or electronically, is the process of providing broad information to customers in order to acquaint them with the services, programs, staff, and other resources at the Santa Ana Work Center, or its partner agencies.

3. Initial Assessment: For individuals new to the workforce system, initial assessment involves the gathering of basic information about skill levels, aptitudes, abilities, barriers, and supportive service needs in order to recommend next steps and determine potential referrals to partners or community resources.

4. Job Search, Placement Assistance, and Career Counseling: Job Search helps an individual seek, locate, apply for, and obtain a job. It may include but is not limited to: job finding skills, orientation to the labor market, resume preparation assistance, referrals to job openings, placement services, job search workshops, vocational exploration, and re-employment services such as orientation, skills determination, and pre-layoff assistance. Placement Assistance is a service that helps people to identify and secure paid employment. Career Counseling is a facilitated exploration of occupational and industrial information.

5. Employment Statistics-Labor Market Information: Collect and report data about employment levels, unemployment rates, wages and earnings, employment projections, jobs, training resources and careers; (LMI)

6. Eligible Provider performance and program Cost Information: Collect and provide information on:

A. Eligible training service providers (described in WIOA Section 122) B. Eligible youth activity providers (described in WIOA Section 123) EXHIBIT 1
City Council 33 – 27 7/19/2022
SANTA ANA AJCC Partner Services Attachment 2
3 C. Eligible adult education providers (described in WIOA Title II).

D. Eligible postsecondary vocational educational activities and vocational educational activities available to school dropouts under the Carl Perkins Act (20 USC 2301).

E. Eligible vocational rehabilitation program activities (described in Title I of the Rehabilitation Act of 1973).

7. Local Performance Information: Collect and provide information on the local area's recent performance measure outcomes.

8. Supportive Services' Information: Collect and provide information on services such as transportation, child care, dependent care, housing, and needs-related payments that are necessary to enable an individual to participate in employment and training activities.

9. Unemployment Compensation: Collect and provide information on filing claims for state benefit payments that protect individuals from economic insecurity while they look for work. Claims may be filed on-line or via telephone available in the Santa Ana Work Center.

10. Eligibility Assistance: Provide guidance to individuals on eligibility for other programs and on financial aid assistance for training and education programs that are available in the local area. 1l. Follow-Up Services: Services provided to participants who are placed in unsubsidized employment, for not less than 12 months after the first day of the employment. These services assist those individuals to maintain employment or qualify for promotions with that employment.

Individualized Career Services

12. Comprehensive and Specialized Assessments: A closer look at the skills levels and service needs that may include:

A. Diagnostic Testing and use of other assessment tools; and B. In-depth interviewing and evaluation to identify employment barriers and appropriate employment goals.

13. Individual Employment Plan Development: Working with individuals to identify their employment goals, the appropriate achievement objectives, and the appropriate combination of services that will help the individual achieve those goals.

14. Group Counseling
EXHIBIT 1
City Council 33 – 28 7/19/2022
SANTA ANA AJCC Partner Services Attachment 2
4 15. Individual Counseling and Career Planning

16. Case Management: For participants who receive training services under WIOA Section 134(d)(4).

17. Short-Term Prevocational Services: Can include development of learning skills, communication skills, interviewing skills, punctuality, personal maintenance skills, and professional conduct, to prepare individuals for unsubsidized employment or training.

Training Services: Services offered through a training provider to help individuals upgrade their skills, earn degrees and certifications, or otherwise enhance their employability through learning and education. Types of training services include:

1. Occupational Skills Training: An organized program of study that provides specific vocational skills that lead to proficiency in performing actual tasks and technical functions required by certain occupational fields at entry, intermediate or advanced levels.

2. On-the-Job Training (OJT): Training by an employer that is provided to a paid participant while engaged in productive work that is limited in duration, provides knowledge or skills essential to the full and adequate performance of the job, and reimburses the employer for the costs associated with training the OJT trainee often calculated based on a percentage of the trainee's wages.

3. Workplace and cooperative education: Programs that combine workplace training with related instruction which may include cooperative education programs

4. Training programs operated by the private sector

5. Skills upgrading and retraining: Courses that prepare persons for entrance into a new occupation through instruction in new and different skills demanded by technological changes. These courses train incumbent workers in specific skills needed by that business or industry and that lead to potential career growth and increased wages. This includes courses that develop professional competencies that are particularly relevant to a vocational/occupational goal. It must be demonstrated that the training will result in the workers' acquisition of transferable skills or an industry-recognized certification or credential.

6. Entrepreneurial training

7. Job-readiness training
EXHIBIT 1
City Council 33 – 29 7/19/2022
SANTA ANA AJCC Partner Services Attachment 2
5 8. Adult Education and Literacy programs: Services or instruction below the postsecondary level for individuals who are not enrolled or required to be enrolled in secondary school under state law and lack basic educational skills to enable the individuals to function effectively in society and on a job, Services include, but are not limited to, one-on-one instruction, coursework, or workshops that provide direction for the development and ability to read, write, and speak in English, compute, and solve problems, at levels of proficiency necessary to function in society or on the job,

9. Customized training: Training that is designed to meet the special requirements of an employer or group of employers and that is conducted with a commitment by the employer to employ an individual upon successful completion of the training and for which the employer pays for a portion of the cost of training.

Employer Services: Santa Ana Work Center services offered to employers include:

1. Employer needs assessment: Evaluation of employer needs, particularly future hiring and talent needs.

2. Job posting: Receiving and filling of job openings; searching resumes; providing access to a diverse labor pool.

3. Applicant pre-screening: Assessing candidates according to the employer's requirements and hiring needs; referring candidates based on their knowledge, skills, and abilities relative to the employer requirements.

4. Recruitment assistance: Raising awareness of employers and job openings and attracting individuals to apply for employment at a hiring organization. Specific activities may include posting of employer announcements, provision of job applications, and hosting job fairs and mass recruitment.

5. Training assistance: Providing training resources to enable employers to upgrade employee skills, introduce workers to new technology, or to help employees transition into new positions.

6. Labor Market Information: Access to information on labor market trends, statistics, and other data related to the economy, wages, industries, etc.

7. Employer information and referral: Provision of information on topics of interest to employers such as services available in the community, local training providers, federal laws and requirements, tax information, apprenticeship

8. programs, human resource practices, alien labor certification, incentive programs such as WOTC or the federal bonding program, etc.

9. Rapid Response and Layoff Aversion: Provision of services to prevent downsizing or closure, or to assist during layoff events, Strategies may include incumbent worker training to avert lay-offs, financing options, employee ownership options, placement assistance, worker assessments, establishment of transition centers, labormanagement committees, peer counseling, etc.

EXHIBIT 1
City Council 33 – 30 7/19/2022
SANTA ANA AJCC Partner Services Attachment 2
6 Service Delivery Codes: How will your agency provide the services indicated? Code Method Description
FT On-Site Staff Full Time
PT On-Site Staff Part Time
T Access Via Telephone
A Access Via Automated System
B Brochure/Handout
P Posting at One-Stop Center
O Other
NA Not Applicable
EXHIBIT 1
City Council 33 – 31 7/19/2022
Cost Category/ Line Item Cost Details Equipment
Costs
Total
Monthly
Property
Rent
Monthly Cost
Monthly
Property
Rent
Total
Monthly
Rent and
Equipment
Cost
Rent
Base Rent
Incl. Janitorial, Maint and
Utilities $47,841.10 $18,925.95 $18,925.95
Operational Cost 2% of Rent
Management Fee 1.76% of Rent
Total Rent $47,841.10 $18,925.95 $18,925.95
Utilities/Maint
Telephone Services Per
Person
Monthly costs of Dial
Tone and Voice Mail
Assigned $1,955.00 $722.50 $722.50
Shared Phones by usage persentage $212.50 $84.04 $84.04 SSA Not paying $13.11 $13.11
Security Guard (Annual) Includes $840 Parking $60,188.11 $1,983.70 $1,983.70 SER Share $0.00
Total
Utilities/Maintenance $2,812.80 $0.00 $2,812.80
*Equipment
New Phone System
Phones by assigned
phones $9,536.29 $63.14 $63.14
Shared Basic Phones $687.86 $4.36 $4.36
SSA Not paying $0.71 $0.71
Licenses assigned phones $4,680.48 $31.57 $31.57
Licenses $557.20 $3.67 $3.67
SSA Not paying $0.60 $0.60
Switches $5,035.07 $33.19 $33.19
New Phone System Annual Support Cost $982.07 $32.37 $32.37 Total Equipment $21,478.97 $169.62 $169.62
**Technology and
Access Costs
Network Wireless Bridge Network $14,080.23 $92.81 $92.81 Access System/Card Key Card System $17,194.28 $113.34 $113.34 Data & Phone Cabling Cabling $58,097.10 $382.96 $382.96 Information Technology Cost
Per Month
Wireless Network Bridge
Maintenance $7,425.00 $48.94 $48.94
***Copier (Annual)
Resource Room used by
clients only $6,523.20 $43.00 $43.00 Copy room Copier for staff only $4,194.60 $27.65 $27.65
Total Technology and
Access $107,514.41 $0.00 $708.70 $708.70
In‐Kind
Infrastructure Total $130,948.38 $47,841.10 $3,691.12 $18,925.95 $22,617.07 ** Technology and Access Costs are all based on percentage and amortized over 5 years ***Copiers are leased equipment and are charged by percentage. Additional charge for usage will be calculated and charged Attachment 3
* Equipment is a 5 year amortization expensed monthly. Equipment is charged at actual cost for assigned phones to partners. 5 basic phones are shared phones and charged by percentage Santa Ana Workforce Development Board
AJCC Comprehensive Infrastructure Budget, and Other System Cost Budget Total Costs Santa Ana WORK Center (City of Santa Ana)
7,924.31

39.55%
EXHIBIT 1
City Council 33 – 32 7/19/2022
Attachment 3-1

APPLICABLE CAREER SERVICES
Sharing Other One-Stop Delivery System Costs
The budget must include “applicable career services” as well as any other shared costs agreed upon by the AJCC partners. While only co-located partners share infrastructure costs, all One-Stop partners must share in other system costs, including applicable career services.

Required Consolidated System Budget for “Applicable Career Services” Summary of Career Services Applicable to Each AJCC Partner The MOU requires identification of the career services that are applicable to each partner program (Attachment 2). Accordingly, this budget includes each of the partner’s costs for the service delivery of each applicable career service.

Unlike infrastructure cost sharing, other system costs, including “Applicable Career Services” are not limited to the non-personnel costs and should include all costs related to the administration and delivery of those services.

AJCC Applicable Career Services SAWC
Career Services:
 Eligibility Determination (1)
 Outreach, Intake and Orientation (2)
 Initial Assessment (3)
 Job Search, Placement Assistance, and Career Counseling (4)  Employment Statistics-Labor Market Information (5)
 Eligible Provider performance and program Cost Information (6)  Local Performance Information (7)
 Supportive Services' Information (8)
 Unemployment Compensation (9)
 Eligibility Assistance (10)
 Follow-Up Services (11)
 Comprehensive and Specialized Assessments (12)
 Individual Employment Plan Development (13)
 Group Counseling (14)
 Individual Counseling and Career Planning (15)
 Case Management (16)
 Short-Term Prevocational Services (17)
$541,376.00
Training
 Occupational Skills Training (1)
 On-the-Job Training (OJT) (2)
 Workplace and cooperative education (3)
 Training programs operated by the private sector (4)
 Skills upgrading and retraining (5)
 Entrepreneurial training (6)
 Job-readiness training (7)
 Adult Education and Literacy programs (8)
 Customized training (9)
$484,982.00
EXHIBIT 1
City Council 33 – 33 7/19/2022
Attachment 3-1

APPLICABLE CAREER SERVICES
Employer Services
 Employer needs assessment (1)
 Job posting (2)
 Applicant pre-screening (3)
 Recruitment assistance (4)
 Training assistance (5)
 Labor Market Information (6)
 Employer information and referral (7)
 Rapid Response and Layoff Aversion (8)
$209,549.20
Total Career Service Cost $1,235,907.20
EXHIBIT 1
City Council 33 – 34 7/19/2022
Attachment
4 EDD 9458.00 50.88% $ 24,341.55 $ 915.24 $ 3,960.59 $ 29,217.38 $ 1,493,317.04Santa Ana WORK Center (City of Santa Ana) 7924.31 39.55% 18,925.95 $ $ 3,691.12 $ 22,617.07 $ ‐ $ 1,235,907.20 Department of Rehabilitation 219.03 1.13% $ 540.60 $ 121.11 $ 661.71 $ ‐ $ 2,945,349.48 Social Services Agency‐Family Self‐Sufficiency 1191.60 6.17% $ 2,951.80 $ 419.73 $ 3,371.53 $ 800,000.00 Santa Ana Housing Authority 219.03 1.13% $ 540.60 $ 130.56 $ 671.16 $ 82,290.00 SER Jobs for Progress 219.03 1.13% $ 540.60 $ 130.56 $ 671.16 $ 2,945,349.48 Community Action Partnerhip of OC $ 225,000.00
Rancho Santiago Community College District $ 1,511,191.70 Job Corps $ ‐
United American Indian Involvement, Inc. $ ‐
Total Rentable Space 19231.00 100.00% 47,841.10 $ $ 915.24 $ 8,323.11 $ 57,079.45 $ ‐ $ 6,556,863.72 $ ‐ Revised 5/18/22 11:21:39 AM
* Rent is $2.476 per Square foot with 3% increase annually ** Yearly Career Services is reported by respective partners listed and may include but is not limited to partners payroll, client training expenses, client services expense, etc.

Comprehensive Cost Allocation and Partner Contributions AJCC (Comprehensive)
Partner Program
Square Footage
Paid for Based on
Office Sharing /
Payment Ratio
% of Total
Square
Footage
Monthly Charges
for Equipment
Monthly Property
Rent*
Monthly Rent +
Equipment usage
Partner
Contributions
Yearly Career
Services**
Amount : In‐
Kind
Operational Cost
and Management
Fees
EXHIBIT 1
&nbsp;City Council&nbsp;33 &ndash;&nbsp;357/19/2022&nbsp;

FIRST AMENDMENT TO MEMORANDUM OF UNDERSTANDING

FOR SANTA ANA WORKFORCE DEVELOPMENT BOARD AND

THE COUNTY OF ORANGE SOCIAL SERVICES AGENCY
THIS FIRST AMENDMENT TO MEMORANDUM OF UNDERSTANDING is entered into this day of , 2022, by and between the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California (“City”), the Santa Ana Workforce Development Board (“SAWDB”), and County of Orange Social Services Agency, an America’s Job Center of California (“AJCC”) partner (“Partner”).

RECITALS:

A. On May 16, 2019, the City, the SAWDB, and Partner entered into a Memorandum of Understanding pursuant to Workforce Innovation and Opportunity Act (“WIOA”) section 121(c)(1), which requires that each Local Workforce Development Area develop and enter into a Memorandum of Understanding with each AJCC partner in order to define the respective roles and responsibilities of each partner concerning the operation of the AJCC (“said MOU”).

B. In accordance with the terms and conditions of said MOU, the parties desire to amend said MOU to extend the term of said MOU through the end of the current AJCC ground lease with the property owner.

NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions of said MOU, except as herein modified, the parties agree as follows:

1. Section 4, shall be amended to read as follows:
“DURATION
This MOU became effective as of May 16, 2019, and shall terminate on June 30, 2023.

This MOU will remain in effect until the termination date, unless one of the conditions in section 32 occurs.”

2. Except as hereinabove modified, the terms and conditions of said MOU remain unchanged and in full force and effect.

EXHIBIT 2
City Council 33 – 36 7/19/2022
IN WITNESS WHEREOF, the parties hereto have executed this First Amendment to said MOU the date and year first above written.

CITY OF SANTA ANA
Attest: City of Santa Ana:

Daisy Gomez, Clerk of the Council Kristine Ridge, City Manager Dated: Dated:

Recommended for Approval: Approved as to Form:

Sonia R. Carvalho, City Attorney
___________________________________
Steven A. Mendoza, Executive Director Ryan O. Hodge, Assistant City Attorney Community Development Agency
Dated: Dated:

SANTA ANA WORKFORCE DEVELOPMENT BOARD
____________________________________
Workforce Development Board, Chair
Dated;
April 6, 2022
EXHIBIT 2
City Council 33 – 37 7/19/2022
WHEREFORE, the parties hereto have executed this First Amendment in the County of Orange, California.

COUNTY OF ORANGE
A Political Subdivision of the State of California
By: _______________________________

CHAIRMAN

OF THE BOARD OF SUPERVISORS

COUNTY OF ORANGE, CALIFORNIA
Dated: _______________________________

SIGNED AND CERTIFIED THAT A COPY OF THIS AGREEMENT HAS BEEN DELIVERED TO THE CHAIR OF THE BOARD PER G.C. SEC. 25103, RESO 79-1535 ATTEST:
_______________________________

ROBIN STIELER
Clerk of the Board
County of Orange, California

APPROVED AS TO FORM COUNTY COUNSEL

COUNTY OF ORANGE, CALIFORNIA
By: _______________________________
DEPUTY
Dated: _______________________________

EXHIBIT 2
City Council 33 – 38 7/19/2022
Public Works Agency
www.santa-ana.org/pw
Item # 34
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
July 19, 2022
TOPIC: Ceremonial Naming of Streets Policy

AGENDA TITLE
Ordinance Amending Chapter 33 of the Santa Ana Municipal Code Related to the Ceremonial Naming of Streets

RECOMMENDED ACTION
Approve first reading of an ordinance amending Chapter 33 of the Municipal Code by adding Article XI relating to the ceremonial naming of streets.

DISCUSSION
On January 18, 2022, the City Council expressed an interest in recognizing outstanding individuals who have made a significant impact on their community through the commemorative or honorary naming of streets.

To allow for the recognition of individuals and philanthropic organizations that are of particular importance to the City of Santa Ana or have made significant contributions to improving the quality of life in the city, the proposed ordinance (Exhibit 1) amends Section 33 of the Santa Ana Municipal Code by adding Article XI to create regulations allowing the ceremonial naming of streets.

In conjunction with the municipal code amendment, a ceremonial street naming application (Exhibit 2) has been developed, which will be submitted to the Public Works Agency by the applicant, along with the corresponding processing, fabrication, and installation fees. The ordinance allows for certain requirements, such as submittal of an application, notice of application, and program fees to be waived by majority vote of the City Council when the request is initiated by a current councilmember.

The proposed Santa Ana Municipal Code amendments were developed by an Ad Hoc Committee of the Environmental Transportation Advisory Commission (ETAC) composed of ETAC Chair Brain Germain and Commissioners Nathanial Greensides and Dorian Romero. On March 8, 2022, ETAC voted to approve the proposed amendments and to present them to the City Council for consideration.

City Council 34 – 1 7/19/2022
Ceremonial Naming of Streets Policy
July 19, 2022