Agenda packet — Brea City Council, August 19, 2025 (part 2 of 11)

Applicant: Ware Malcomb
EIR No. 2023- 01
iv) The City has prepared an Environmental Impact Report ( EIR) to analyze the environmental effects of the Project pursuant to the requirements of the California Environmental Quality Act ( CEQA), Public Resources Code § 21000 et seq. The City circulated the Notice of Preparation of the Project EIR for a 30 -day public review with a comment period from July 13, 2023 to August 11, 2023; held a public scoping meeting to receive comments on the appropriate scope of the EIR on July 24, 2022; and circulated the Draft EIR for a 62 -day public review and comment period from November 6, 2024 to January 6, 2025.
v) The Final EIR for the Project ( State Clearinghouse No. 2023070241) consists of the Draft EIR, public comments on the Draft EIR, the City' s responses to those comments, and revisions to the Draft EIR merely clarified, amplified, or made insignificant modifications to the document and did not change it in any way that deprives the public of a meaningful opportunity to comment upon a substantial adverse environmental effect or a feasible way to mitigate or avoid such an effect.
vi) Pursuant to Section 15091 of the CEQA guidelines and Section 21081 of the Public Resources Code, the City has prepared CEQA Findings of Fact ( FOF) regarding the Final EIR ( CEQA Findings), which is attached as Exhibit A to this Resolution. vii) Pursuant to Sections 21081. 6 of the Public Resources Code, the City has prepared a Mitigation Monitoring and Reporting Program ( MMRP) for the Project, which is attached as Exhibit B to this Resolution.
viii) On May 13, 2025, the Planning Commission held a duly noticed public hearing on the Project and the Final EIR, during which it received and considered all evidence and testimony presented prior to adoption of this Resolution.

Resolution No. 2025- 14

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Applicant: Ware Malcomb
EIR No. 2023- 01
ix) The documents and other material that constitute the record of the proceedings concerning the Project upon which this Resolution is based are kept by the City of Brea Community Development Department, located at 1 Civic Center Circle, Brea, California 92821.
x) All legal prerequisites to the adoption of this Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the Planning Commission of the City of Brea, as follows:

1. All facts set forth above in Part A, Recitals, are true and correct.

2. The Commission hereby approves and adopts CEQA FOF found in Exhibit A and the MMRP found in Exhibit B, which are hereby incorporated as though set forth in full. All mitigation measures described in the MMRP shall be binding upon the Project and the persons assigned therein to implement such measures.

3. The Commission hereby certifies as follows:
a. The Final EIR for the Project has been completed in compliance with CEQA.
b. The Final EIR for the Project was presented to the Commission and the Commission reviewed and considered the information contained therein prior to deciding whether to approve the Project.
c. The Final EIR for the Project reflects the independent judgment and analysis of the Commission.

Resolution No. 2025- 14

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Applicant: Ware Malcomb
EIR No. 2023- 01

4. City staff is hereby directed to file a Notice of Determination regarding the Final EIR with the County of Orange within five working days of final Project approval.

5. The Secretary of this Commission shall certify the adoption of this Resolution.

ADOPTED AND APPROVED this 13th day of May 2025.

Chair, Plan ng Commission
I, Joanne Hwang, Secretary to the Planning Commission of the City of Brea, do hereby certify that the foregoing Resolution was introduced at a regular meeting of the Planning Commission of the City of Brea held on the 13th day of May 2025 and was finally passed at a regular meeting of the Planning Commission of the City of Brea, held on the 13th day of May 2025, by the following votes:

AYES: COMMISSIONERS: Schlotterbeck, Perez, Donini, Gribble, Madden NOES: COMMISSIONERS:

ABSENT: COMMISSIONERS:

ABSTAIN: COMMISSIONERS:
v -- ATTEST:
y, Planning Commission
RESOLUTION NO. PC 2025- 15

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF BREA APPROVING PLAN REVIEW NO. 2022-09 TO ALLOW CONSTRUCTION OF THE DJT4 PARCEL DELIVERY FACILITY PROJECT, LOCATED AT 275

VALENCIA AVENUE
A. RECITALS:
i) The Planning Commission of the City of Brea ( the " Planning Commission") did receive a verified petition for the DJT4 Parcel Delivery Facility, which includes Environmental Impact Report ( EIR) No. 2023-01, Plan Review ( PR) No. 2022- 09, and Vesting Tentative Parcel Map (TPM) No. 2022- 193, to allow the demolition of a 637, 503 square -foot office building, surface parking, and associated landscape areas and the construction of a new industrial warehousing development consisting of a 181, 500 square -foot parcel delivery building ( referred to herein as the " Project") for that certain real property located at 275 Valencia Avenue, in the City of Brea, and further legally described as Assessor Parcel Numbers 320-233- 17, 320-301- 11, and 320-301- 12, as shown in the latest records of the County of Orange Assessor' s Office. ii) The Project applicant is Ware Malcomb, 10 Edelman, Irvine, CA 92618. iii) The Project site is a 31. 6 -acre property that is situated west of Valencia Avenue, north of Nasa Street, and west of Surveyor Avenue. The Project site has two General Plan Land Use and zoning designations. The northern approximately 24. 2 -acre portion has a General Plan Land Use designation of Light Industrial and a zoning designation of Light Industrial ( M- 1). The southern approximately 7. 4 -acre portion has a General Plan Land Use designation of Mixed Use II and a zoning designation of Mixed - Use II ( MU - II).

ATTACHMENT H
Resolution No. 2025- 15

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Applicant: Ware Malcomb
PR No. 2022- 09
iv) PR No. 2022-09 would allow demolition of an existing 637, 503 square -foot office building, surface parking, and associated landscape area, and the construction of an industrial warehousing development consisting of a 181, 500 square -foot parcel delivery facility, including surface parking and associated landscape areas. v) The City has prepared an Environmental Impact Report ( EIR) to analyze the environmental effects of the Project pursuant to the requirements of the California Environmental Quality Act ( CEQA), Public Resources Code § 21000 et seq. By adoption of a separate resolution, the Planning Commission has certified the Final EIR and adopted a Mitigation Monitoring and Reporting Program ( MMRP) and Findings of Fact ( FOF) for the Project.
vi) On May 13, 2025, the Planning Commission held a duly noticed public hearing on the Project, during which it received and considered all evidence and testimony presented prior to adoption of this Resolution. vii) The documents and other material that constitute the record of the proceedings concerning the Project upon which this Resolution is based are kept by the City of Brea Community Development Department, located at 1 Civic Center Circle, Brea, California 92821.
viii) All legal prerequisites to the adoption of this Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the Planning Commission of the City of Brea, as follows:

1. All facts set forth above in Part A, Recitals, are true and correct.

Resolution No. 2025- 15

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Applicant: Ware Malcomb
PR No. 2022- 09

2. The Commission finds in consideration of PR No. 2022- 09 as follows:
a. Finding: That the Project is in conformity with applicable provisions of Brea City Code and all requirements of law.

Fact: The Project building, a 181, 500 square -foot parcel delivery building, would be located entirely within the M- 1 zone. Surface parking and drive aisles would be established within both the M- 1 and MU -II zoned portions of the Project site. The Project building is designed and sited to be consistent with the M- 1 development standards, including, but not limited to, minimum setback and parking requirements, and the maximum height, lot coverage, and floor area ratio standards. The Project building is designed with natural colors and quality materials that are compatible with properties in the nearby vicinity, and it includes substantial landscaping materials to provide screening of the proposed building and loading areas. The Project is designed with sufficient parking and landscaping consistent with the requirements of the underlying M- 1 and MU -II zoning regulations. The Project is consistent with the applicable goals, objectives, policies, regulations, and guidelines in the General Plan. Specifically, the characteristics of the Light Industrial land use designation to include low intensity warehousing and Policy CD -1. 4, to ensure that the City maintains a balance among residential, commercial, and industrial land uses.

4. PR No. 2022- 09 is hereby approved, subject to the conditions of approval found in Exhibit A of this resolution and the requirements of the MMRP, as included in a separate resolution certifying the EIR for the Project.

Resolution No. 2025- 15

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Applicant: Ware Malcomb
PR No. 2022- 09

5. The Secretary of this Commission shall certify to the adoption of this Resolution.

ADOPTED AND APPROVED this 13th day of May 2025.

Chair, Planning Commission
I, Joanne Hwang, Secretary to the Planning Commission of the City of Brea, do hereby certify that the foregoing Resolution was introduced at a regular meeting of the Planning Commission of the City of Brea held on the 13th day of May 2025 and was finally passed at a regular meeting of the Planning Commission of the City of Brea, held on the 13th day of May 2025, by the following votes:

AYES: COMMISSIONERS: Schlotterbeck, Perez, Donini, Gribble, Madden NOES: COMMISSIONERS:

ABSENT: COMMISSIONERS:

ABSTAIN: COMMISSIONERS:

ATTEST:

Mary, Planning Commission
RESOLUTION NO. PC 2025- 16

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF BREA APPROVING TENTATIVE PARCEL MAP NO. 2022- 193 FOR THE DJT4 PARCEL DELIVERY FACILITY PROJECT, LOCATED AT 275 VALENCIA AVENUE
A. RECITALS:
i) The Planning Commission of the City of Brea ( the " Planning Commission") did receive a verified petition for the DJT4 Parcel Delivery Facility, which includes Environmental Impact Report ( EIR) No. 2023- 01, Plan Review ( PR) No. 2022- 09, and Vesting Tentative Parcel Map (TPM) No. 2022- 193, to allow the demolition of a 637,503 square -foot office building, surface parking, and associated landscape areas and the construction of a new industrial warehousing development consisting of a 181, 500 square -foot parcel delivery building ( referred to herein as the " Project") for that certain real property located at 275 Valencia Avenue, in the City of Brea, and further legally described as Assessor Parcel Numbers 320- 233- 17, 320- 301- 11, and 320- 301- 12, as shown in the latest records of the County of Orange Assessor' s Office. ii) The Project applicant is Ware Malcomb, 10 Edelman, Irvine, CA 92618. iii) The Project site is a 31. 6 -acre property that is situated west of Valencia Avenue, north of Nasa Street, and west of Surveyor Avenue. The Project site has two General Plan Land Use and zoning designations. The northern approximately 24. 2 -acre portion has a General Plan Land Use designation of Light Industrial and a zoning designation of Light Industrial ( M- 1). The southern approximately 7. 4 -acre portion has a General Plan Land Use designation of Mixed Use II and a zoning designation of Mixed - Use II ( MU -II).

ATTACHMENT I
Resolution No. 2025- 16

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Applicant: Ware Malcomb
TPM No. 2022- 193
iv) TPM No. 2022- 193 would reconfigure and merge three existing lots into one lot to accommodate the Project.
v) The City has prepared an Environmental Impact Report ( EIR) to analyze the environmental effects of the Project pursuant to the requirements of the California Environmental Quality Act ( CEQA), Public Resources Code § 21000 et seq. By adoption of a separate resolution, the Planning Commission has certified the Final EIR and adopted a Mitigation Monitoring and Reporting Program ( MMRP) and Findings of Fact (FOF) for the Project.
vi) On May 13, 2025, the Planning Commission held a duly noticed public hearing on the Project, during which it received and considered all evidence and testimony presented prior to adoption of this Resolution. vii) The documents and other material that constitute the record of the proceedings concerning the Project upon which this Resolution is based are kept by the City of Brea Community Development Department, located at 1 Civic Center Circle, Brea, California 92821.
viii) All legal prerequisites to the adoption of this Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the Planning Commission of the City of Brea, as follows:

1. All facts set forth above in Part A, Recitals, are true and correct.

2. The Commission finds in consideration of TPM No. 2022- 193 as follows:

Resolution No. 2025- 16

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Applicant: Ware Malcomb
TPM No. 2022- 193
a. Finding: The proposed map is consistent with the applicable General Plan and specific plans.

Fact: The Project site has two General Plan Land Use and zoning designations. The northern approximately 24. 2 -acre portion of the Project site that contains the facility building has a General Plan Land Use designation of Light Industrial and a zoning designation of M- 1. The southern approximately 7. 4 - acre portion of the Project site has a General Plan Land Use designation of Mixed Use II and a zoning designation of MU -II. The proposed merger of existing Tots and the Project will maintain the site' s General Plan Land Use and Zoning designations and comply with all standards of the applicable zoning designations. b. Finding: The design or improvement of the proposed
subdivision is consistent with applicable general and specific plans.

Fact: The proposed vesting tentative parcel map would
merge three existing lots within the Project site into one lot to accommodate construction of a single -story, 181, 500 square -foot parcel delivery facility, including associated surface parking and landscape areas. The Project is consistent with the applicable goals, objectives, policies, regulations, and guidelines in the General Plan. Specifically, Policies CD -1. 4, to ensure that the City maintains a balance among residential, commercial, and industrial land uses, and CD -1. 6, to accommodate a broad range of business uses that provide employment at all income levels and that make a positive contribution to the City's tax base. The proposed subdivision will broaden the range of business uses in the area that provide employment by replacing an obsolete office use Resolution No. 2025- 16

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Applicant: Ware Malcomb
TPM No. 2022- 193
with a Tight industrial use that provides a range of employment opportunities.

Additionally, this Project is consistent with Policy CR -7. 1, through the development of a walking and bike trail that provides direct pedestrian access between workplaces and residential neighborhoods. The Project would extend The Tracks at Brea to connect the existing gap in the trail loop along the Nasa Street frontage.
c. Finding: The site is physically suitable for the type of development.

Fact: The Project site is 31. 6 acres in size and occupied by an existing 637, 503 square -foot office building, surface parking, and associated landscape areas. The map would merge the existing lots within the Project site into one lot to accommodate construction of a single -story, 181, 500 square -foot parcel delivery facility, including associated surface parking and landscape areas. The Project site is physically suitable to accommodate the industrial development as the Project complies with the development standards established for the M- 1 and MU -II zoning designations. d. Finding: The site is physically suitable for the proposed density of development.

Fact: The Project would redevelop and reconfigure the
Project site into one parcel, and the new parcel would be in compliance with applicable development standards. The proposed building would be entirely in the Light Industrial Land Use Designation that allows for a floor area ratio ( FAR) of 0. 75. The Project proposes a FAR of 0. 14, consistent with the maximum Resolution No. 2025- 16

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Applicant: Ware Malcomb
TPM No. 2022- 193
density permitted, and would result in a lower density than the existing office building proposed to be demolished on the Project site. As such, the Project site would be physically suitable for the proposed density of development in the Light Industrial land use designation.
e. Finding: The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially unavoidably injure fish or wildlife, or their habitat.

Fact: The design of TPM No. 2022- 193 is not likely to
cause substantial environmental damage or substantially unavoidably injure fish or wildlife, or their habitat. The existing parcels has been previously disturbed and developed with an existing three- story office building and is surrounded by office and light industrial land uses. The site is not suitable habitat for wildlife and the proposed Project would, therefore, not cause substantial environmental damage or injure wildlife. This is consistent with the findings of the EIR prepared for the Project.
f. Finding: The design of the subdivision or type of improvements are not likely to cause serious public health problems.

Fact: The design of TPM No. 2022- 193 is not likely to
cause serious public health problems in that the merger and improvements would be required to comply with the approved plans and development standards as required by the City. The Project would be required to comply with Brea City Code and all applicable codes, including California Building and Fire Codes.

Additionally, the Project would improve a bike and walkway path along Nasa Resolution No. 2025- 16

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Applicant: Ware Malcomb
TPM No. 2022- 193
Street Project frontage by extending The Tracks at Brea along Nasa Street to the intersection of Valencia Avenue and Nasa Street. Therefore, with the implementation of the conditions of approval attached to a separate resolution approving PR No. 2022- 09 and the mitigation measures found in the MMRP, as included in a separate resolution certifying the EIR for the Project, the subdivision would not cause a change or impact public health.
g. Finding: The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision.

Fact: All necessary easements would be updated in order to accommodate parcel access and utilities for the Project site. All easements will be shown and recorded on the final map.

4. TPM No. 2022- 193 is hereby approved, subject to the Conditions of Approval attached to a separate resolution approving PR No. 2022-09 and the requirements of the MMRP, as included in a separate resolution certifying the EIR for the Project.

Resolution No. 2025- 16

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Applicant: Ware Malcomb
TPM No. 2022- 193

5. The Secretary of this Commission shall certify to the adoption of this Resolution.

ADOPTED AND APPROVED this 13th day of Ma 2025.

AYES: COMMISSIONERS: Schlotterbeck, Perez, Donini, Gribble, Madden NOES: COMMISSIONERS:

ABSENT: COMMISSIONERS:

ABSTAIN: COMMISSIONERS:

ATTEST:

Secre Planning Commission

City of Brea
Planning Commission Communication
B. DJT4 Parcel Delivery Facility (Amazon) - Environmental Impact Report No. 2023-01, Vesting Tentative Parcel Map No. 2022-193, and Plan Review No. 2022-09
A request to allow the demolition of an existing office building and development of a parcel delivery facility (Amazon) at 275 Valencia Avenue.

Meeting
Tuesday, May 13, 2025, 6:00 PM
Agenda Group
PUBLIC HEARINGS Item: 3B.

TO
Chair and Members of the Planning Commission
FROM
Joanne Hwang, City Planner

EXECUTIVE SUMMARY
The Applicant, Ware Malcomb representing Amazon.com Services LLC, is requesting approvals of the following entitlements:

Environmental Impact Report (EIR) No. 2023-01,
Vesting Tentative Parcel Map (TPM) No. 2022-193; and
Plan Review (PR) No. 2022-09
The above-mentioned entitlements would facilitate the development of the Amazon DJT4 Parcel Delivery Facility Project. The Amazon DJT4 Parcel Delivery Facility Project consists of a new 181,500 square-foot parcel delivery facility, including 163,350 square feet of merchandise warehouse space and 18,150 square feet of ancillary office space. The proposed building also includes two attached canopy areas (approximately 49,000 square feet total) on the north and south sides of the facility building, where van loading activities would occur.

The approximately 31.6-acre project site is currently developed with a three-story, 637,503 square-foot office building, which is proposed to be demolished.

The above-mentioned entitlements herein are referred to as the "Project."

RECOMMENDATION
Staff recommends that the Planning Commission take the following actions:

1. Adopt a resolution (Attachment A) to certify a California Environmental Quality Act (CEQA) Environmental Impact Report (EIR), State Clearinghouse No. 2023070241, which analyzed the environmental impacts resulting from construction and operation of the Project, and which was prepared pursuant to CEQA Guidelines Sections 15132 (Contents of Final EIR) 15090 (Certification of the Final EIR); and

2. Adopt resolutions (Attachments B and C) approving the following entitlements, based on findings and conclusions in the corresponding resolutions, and subject to the recommended conditions of approval (Attachment D):
a. PR No. 2022-09, to allow the demolition of an existing 637,503-square-foot office building, surface parking, and associated landscape areas, and construction of an industrial warehousing development consisting of a 181,500-square-foot parcel delivery facility, including surface parking and associated landscape areas; and
b. TPM No. 2022-193, to reconfigure and merge three existing lots into one lot.

ATTACHMENT J-1

BACKGROUND
The Project site, located at 275 Valencia Avenue, encompasses a 31.6-acre property at the northwest corner of Valencia Avenue and Nasa Street. Currently, the Project site features a three-story, 637,503-square-foot office building that was last occupied by Bank of America. Bank of America continued to occupy the Project Site until December 2022. Vehicle access to the Project site is currently provided via eight driveway approaches: four on Valencia Avenue, one on Nasa Street, and three on Surveyor Avenue. The Project site mainly has a General Plan Land Use designation of Light Industrial on the approximately 24.2-acre northern portion and a Mixed Use II designation on the remaining approximately 7.4-acre southern portion. In accordance with the General Plan, the site has zoning designations of M-1 and MU-II. The Project Vicinity Map, along with the surrounding land uses and zoning designations, is displayed in Figure 1 and Tables 1 and 2 below.

FIGURE 1. PROJECT VICINITY MAP
TABLE 1 – SURROUNDING LAND USES
North Industrial and office uses, and Brea Sports Park (across Birch Street) East La Floresta Mixed-Use Development (across Valencia Avenue) South Industrial uses (across Nasa Street)
West Industrial uses (across Surveyor Avenue)
TABLE 2 – SURROUNDING ZONING DESIGNATIONS
North M-1 and Parks/Recreation/Open Space-Parks/Recreation (PRO-P/R) (across Birch Street)
East MU-II (across Valencia Avenue)
South M-1 (across Nasa Street)
West M-1 (across Surveyor Avenue)
Entitlement History
The City issued building permits associated with the existing buildings dating back to the early 1980s. By mid-1983, the existing office building became fully operational.

In 1999, the Project site was modified to include an additional surface parking lot in front of the existing office building.

In 2000, the City approved CUP No. 00-07 and PR No. 00-01, a request from the previous tenant, Bank of America, to construct an off-site parking lot at 425 Surveyor (currently addressed 3200 Nasa Street—located at the northwest corner of Nasa Street and Surveyor Avenue) to serve as overflow parking.

In 2002, the City approved PR No. 02-18, a request from the previous tenant, Bank of America, to allow reduction in the required parking stall dimensions and to update the parking lot at the Project site, which resulted in an increase in the total amount of on-site parking spaces from 2,162 spaces to 2,275 spaces.

In 2022, in connection with implementing the City’s 2021-2029 Housing Element, the City approved Ordinance No. 1234 and Resolution No. 2022-067 to amend the General Plan land use and zoning designations of six sites, including the 7.4-acre southern portion of the Project site. As one of the “additional potential site,” the Project site’s General Plan land use and zoning designations were modified to Mixed Use II and MU-II from Light Industrial and M-1.

Current proposal:

On May 31, 2022, the Applicant filed planning entitlements for the Project, which included the aforementioned entitlements.

On November 6, 2024, the Draft EIR was released for public review. The public review period for the Draft EIR concluded on January 6, 2025.

On November 12, 2024, the Planning Commission was presented with an introduction to the Project, which provided a detailed overview of the Project. The November 12, 2024, Planning Commission staff report and the meeting minutes are provided as Attachments E and F, respectively.

On May 2, 2025, the Final EIR, including the Response to Comments (RTC), was published. Refer to the Environmental Review section of this report for more details.

PROJECT DESCRIPTION
The Applicant proposes to demolish an existing three-story, 637,503-square-foot office building and associated surface parking and landscape areas and construct a new, single-story, 181,500-square-foot parcel delivery facility, consisting of 163,350 square feet of merchandise warehouse space and 18,150 square feet of ancillary office space with associated surface parking and landscape areas. Ancillary van loading operations would occur under two attached canopies (approximately 49,000 square feet each) on the north and south sides of the facility building.

The Project is intended for the future operation of a parcel delivery facility for Amazon.com Services LLC. The Project would operate as a “last-mile facility,” which is a delivery station that receives packages from a “middle-mile facility” (also known as a sort center) or a “first-mile facility” (also known as a fulfillment center), for final sorting and delivery to customers. Figure 2 below illustrates how the company fulfills customer orders from a fulfillment center to home delivery. The proposed facility would absorb the service areas currently covered by five existing delivery stations in the region (two in Anaheim, Industry, Bloomington, and Riverside) to reduce the distance traveled by delivery vans.

FIGURE 2. AMAZON LOGISTICS
Figure 3 below illustrates the proposed Project Site Plan.

FIGURE 3. PROPOSED SITE PLAN
The detailed Project description can be found in the November 12, 2024 Planning Commission Staff Report (Attachment E).

Updates to the Project
Following the November 12, 2024, Planning Commission meeting, the Applicant provided the following changes to the Project in consideration of the feedback received from the Planning Commission and the public:

Building Design
The proposed building is rectangular in shape, with two canopies running alongside the north and south building elevations, covering the proposed delivery van loading areas. The building’s modern industrial design, originally characterized by a color scheme of blue, white, and gray with materials such as metal and glass, was revised to feature a natural palette of beige, brown, and white, incorporating simulated wood elements.

Architectural enhancements were applied to the central façade facing Valencia Avenue to create visual interest and emphasize the building’s entry point with a lowered central façade, canopy, and horizontal wood louvers. In addition, the overall building height was lowered from 56 feet to 50’-4”.

The November 12, 2024 version of the proposed building renderings, and the revised building renderings are shown as Figures 4 and 5 below.

FIGURE 4. NOVEMBER 2024 BUILDING RENDERINGS – VALENCIA AVENUE VIEW (PREVIOUS) FIGURE 5. REVISED BUILDING RENDERING – VALENCIA AVENUE VIEW (CURRENT) Landscaping
The proposed landscaping plan was enhanced in order to provide additional screening from the public rightof-way, especially along Valencia Avenue. The Project provides approximately 323,744 square feet of landscaping throughout the Project site, including both perimeter landscaping and internal landscaping areas within the site. Out of the 582 existing on-site trees, approximately 555 trees would be removed to accommodate the Project, including a removal of approximately 46 mature London Plane trees along Valencia Avenue and Nasa Street that is necessary to provide a new sidewalk along Valencia Avenue, and 79 Aleppo Pine trees to comply with the City of Brea Fire Department Fuel Modification Guidelines. However, the Project would preserve approximately 27 existing on-site trees and provide approximately 840 new trees within the Project site, resulting in a total number of approximately 867 on-site trees. Of these trees, approximately 395 trees are street adjacent trees, inclusive of rows of 60-inch box Camphor and 24- to 36- inch box Coast Live Oak trees along Valencia Avenue that are intended to provide enhanced screening of the proposed building and loading areas.

Table 3 below provides a summary of the proposed landscaping, and Figure 6 is a five-year tree planting section detail:

TABLE 3 – LANDSCAPING
Code Standards1 November 12, 2024 Plan Updated Plan
Overall landscape
area 51,614 sq. ft.2 323,744 sq. ft. 323,744 sq. ft.

Trees 399
520
(new and existing)
867
(new and existing)
Other plants N/A 32,928 35,547
1 Stricter standards of M-1 and MU-II zoning districts provided 2 Calculated based on the required landscape setback area and the dimensions of the Project site FIGURE 6. FIVE-YEAR PLANTING SECTION (VALENCIA AVENUE)
As demonstrated above, the proposed landscaping area and number of trees well exceed the minimum Code requirements and provide enhanced screening from the public right-of-way. Additionally, the landscaping palette meets the City’s Fuel Modification Guidelines and does not feature any invasive plant species.

Bike Facilities
A bike shelter and bike lockers were added at the location of the short-term bicycle parking, which is located near the Valencia Avenue building frontage adjacent to the proposed building.

Additional Information
At the November 12, 2024, meeting, the Planning Commission requested additional information related to the following items:

Assembly Bill (AB 98): Beginning January 1, 2026, this bill would prescribe statewide warehouse design standards and siting requirements for any proposed new or expanded logistics facilities. The type of requirements that would apply to a project will depend on the presence of sensitive receptors, the size of the project, and the existing zoning. This bill does not apply to this Project because it was engaged in the entitlement phase with the City prior to September 30, 2024, before the bill was signed.

Art in Public Places: The Project must comply with the City’s Art in Public Places (APP) Ordinance and Policy Manual. The existing “Stonework '82” sculpture located adjacent to Valencia Avenue was approved as part of the existing office building construction and would be protected in place as part of this Project. A new sculpture is not required since no additional building area is being added to the Project Site, as the proposed 181,500 square-foot warehouse building would replace an existing 637,503 square-foot office building. A recommended condition of approval is included for the Applicant to submit a letter to the City explaining the impacts of construction and efforts to be taken to protect the existing art piece before the start of building demolition.

Public noticing: A detailed explanation of the public noticing conducted for the Project is provided in the Public Notices and Comments section below.

Other items:

The requested glossary of terms, vehicular circulation description, a line-haul truck route map, and existing Amazon facilities maps are provided as Attachment G.

Analysis on potential environmental impacts, such as noise, traffic and air quality, have been included in the EIR, as explained under the Environmental Assessment section of this report.

The updated Project Plans, updated Project Narrative, Technical Background, Vicinity Map, and Project Application are provided as Attachments H (H-1, H-2 H-3, H-4 and H-5) through L, respectively.

ANALYSIS
Plan Review No. 2022-09
Pursuant to Sections 20.252.050, 20.258.010.D, and 20.408.040.A.1 of the Brea City Code (BCC), the Project requires a Plan Review, subject to the review of the Community Development Director. However, due to the additional entitlement request (Vesting Tentative Parcel Map), this Plan Review is subject to the review and approval of the Planning Commission. The intent of this application is to ensure that the Project complies with all applicable development standards and allows for architectural review of the proposed Project.

The proposed warehouse building is entirely in the M-1 zoned portion of the property, and the southern surface parking area and related landscaping and walkways are in the MU-II zoned portion of the property. As proposed and conditioned, the Project represents quality design and complies with the development standards of the M-1 and MU-II zoning designations as shown in Table 4 below:

TABLE 4 – LAND USE AND ZONING CONFORMANCE
Code Standards1
Existing2
(Office & Parking Lot)
Proposed
(industrial, Minor & Parking
Land Use
Offices, Administrative & Professional
Conditional Use Permit (CUP) in
M-1
Permitted in MU-II
Industrial, Minor3
Permitted in M-1
Automotive, parking lots/structures
Permitted in M-1 and MU-II
Permitted
*A new office development
would require a CUP
Permitted
Building Setbacks
Front (Valencia Avenue)
Street Side (Nasa Street)
Interior Side
Rear (Surveyor Avenue)
50 ft.
10 ft.
0 ft.
10 ft
225 ft.
560 ft.
130 ft.
80 ft.
60 ft.
689 ft.
210 ft.
152 ft.

Landscape Setbacks
Front (Valencia Avenue)
Street Side (Nasa Street)
Interior Side
Rear (Surveyor Avenue)
20 ft.
8 ft.
5 ft.
8 ft.
20 ft.
15 ft.
20 ft.
14 ft.
20 ft.
32 ft.
36 ft.
14 ft.

Trees 399 425 867
Height 60 ft. 60 ft. 50'-4"
Lot Coverage 50% 17.8%

19.3%
(including canopy are
Floor Area Ratio (FAR) 0.75 0.47 0.14
Parking
Existing: 2,550 (office use)
Proposed: 236 (warehouse use)
1,949 1,065
1 Stricter standards of M-1 and MU-II zoning districts provided 2 Estimates based on available information
3 “Industrial, Minor” land uses include facilities that consists of the manufacturing, assembling, repairing, testing, processing, warehousing, wholesaling, research or treatment of goods from fabricated items or raw materials, and product distribution cen that are 200,000 sq. ft. or smaller
The Project Site is adequate in size and shape to accommodate the proposed development and the required yards, setbacks, walls or fences, landscaping, parking, and other features. The Project is consistent with General Plan Policies CD-1.4 and 1.6 by creating new employment opportunities and the development of an industrial use on an industrial property to maintain a balance of land uses. The Project would also include improvements to The Tracks at Brea, a localized portion of the regional Orange County (OC) Loop trail network adjacent to the Site. The Project would improve the bicycle and pedestrian path to connect the existing gap in the trail loop along the Nasa Street Project Site frontage. As such, the Project is also consistent with General Plan Policy CR-7.1, providing pedestrian access through the improvement of a public bike and walkway path by extending The Tracks at Brea along the Nasa Street frontage to the intersection of Valencia Avenue and Nasa Street.

In addition, the Project was reviewed by various departments, including the Fire Department, Police Department, Public Works Department and the Building & Safety Division. The Project is required to meet all Building and Fire codes and standards, thereby assuring the public health, safety, and welfare. To further ensure the Project would be compatible with surrounding uses and not adversely affect the public, health, or general welfare, staff have prepared draft Conditions of Approval. Notably, draft conditions of approval for the Project are recommended for the Applicant to provide a financial contribution for speed feedback signs on major streets in the Project vicinity and for the construction and development of Integrated Crime Center related improvements that will aid the Police Department in preventing, managing, and solving crime. Furthermore, a condition of approval is recommended that final landscaping be consistent with the conceptual landscaping plan and the Brea Fire Department Fuel Modification Guideline approved plant list and not on the CAL-IPC inventory of plants that threaten California's natural areas. Lastly, the Project would be subject to paying development impact fees, including, but not limited to:

Fire Impact Fees, Traffic Impact Fees, Sewer Impact Fees, Orange County Sanitation District Fees, Water Impact Fees, and Storm Drainage Fees.

Vesting Tentative Parcel Map No. 2022-193
The Project proposes a parcel map to merge three adjacent parcels (APNs 320-233-17, 320-301-11, and 320-301- 12) into one combined parcel. The Project site is a 31.6-acre property that has two General Plan Land Use and zoning designations. The proposed parcel map identifies the northern 24.2-acre portion of the property as Light Industrial and M-1, and the southern approximately 7.4 -acre portion as Mixed Use II and MU-II. The Project involves new City easements for new sidewalk along Valencia Avenue and an extension to The Tracks at Brea pedestrian and bike path adjacent to the Project frontage along Nasa Street.

The combined parcel would be of sufficient size and shape to accommodate the construction of a new industrial warehouse building, including minimum parking and landscaping areas. The proposed design and associated improvements satisfy the minimum lot size, width, lot depth, and life safety needs required for properties in the M-1 zoning designation. This combined parcel exceeds the minimum 6,000-square-foot lot area required by the M-1 development standards and the 10,000-square-foot lot area required by the MU-II development standards at 31.6 acres. The Project site has and will continue to maintain proper infrastructure and related City services in place to support the proposed development.

ENVIRONMENTAL ASSESSMENT
The City, as the lead agency, with the assistance of Michael Baker International Inc. (MBI), prepared an EIR in accordance with the authority and criteria contained in the CEQA Guidelines and the environmental regulations of the City. The EIR is the highest level of environmental review under CEQA.

EIR Timeline:

On July 13, 2023, the City issued a Notice of Preparation (NOP) informing the public that an EIR is being prepared for the Project and provided information on the planned scoping meeting. The public comment period concluded on August 11, 2023, and a total of 16 agencies and interested parties responded to the NOP and provided written comments.

On July 24, 2023, the City held a scoping meeting on the Project’s EIR. A total of 20 individuals were in attendance, with the majority being residents of the La Floresta community. At the end of the meeting, ten written comment cards were submitted. In general, the comments expressed concerns regarding current and future traffic (including the landfill traffic), noise, air quality, pedestrian safety, trail access, and 24-hour operation.

On October 30, 2024, the City issued a Notice of Availability (NOA) to provide the public and agency review of the Draft EIR. The NOA also included information regarding the November 12, 2024, Planning Commission meeting.

On November 6, 2024, the Draft EIR was released for public review. The public review period for the Draft EIR concluded on January 6, 2025, which exceeded the minimum 45-day public comment review requirement.

The Draft EIR was made available for the public at the City Hall, the Library, and the Brea Community Center.

The Draft EIR is also posted on the City’s Website at https://www.cityofbrea.gov/166/Projects-in-Process.

On May 2, 2025, the FEIR, which includes RTC, was released for public review.

Draft EIR Summary:

Topics that were found not to be significant:

Aesthetics
Agriculture and Forestry
Biological Resources
Cultural Resources
Geology and Soils
Hydrology and Water Quality
Land Use and Planning
Mineral Resources
Population and Housing
Public Services
Recreation
Utilities and Service Systems
Wildfires
Topics that resulted in less than significant/no impact without mitigation:

Air Quality
Energy
Fire Protection
Greenhouse Gas Emissions
Noise
Police Protection
Transportation
Topics that resulted in a less than significant impact with mitigation incorporated:

Hazards and Hazardous Materials
Tribal Cultural Resources
There are no topics analyzed that resulted in significant and unavoidable impacts. Details of these conclusions, associated mitigations, technical assessments and the environmental narrative are outlined in the DEIR, which can be found at the link provided above.

Final Environmental Impact Report (FEIR) Certification
A FEIR has been prepared pursuant to Section 15132 of the CEQA Guidelines, which contains a response to agency and public comments made on the Draft EIR and a summary of revisions to the Draft EIR resulting from comments.

CEQA Guidelines Section 15090 requires that, prior to approving a Project for which an EIR has been prepared, the lead agency shall certify that:

1. The Final EIR has been completed in compliance with CEQA;

2. The Final EIR was presented to the decision-making body of the lead agency and that the decision-making body reviewed and considered the information contained in the final EIR prior to approving the project; and

3. The Final EIR reflects the lead agency's independent judgment and analysis.

Along with the Final EIR, a Mitigation Monitoring and Reporting Program (MMRP) has been prepared, which memorializes the proposed mitigation measures, along with the Draft Findings of Fact (FOF), which provides conclusions and findings required by the CEQA Guidelines. The FEIR can be accessed on the following link (https://www.cityofbrea.gov/DocumentCenter/View/17864/DJT4-Parcel-Delivery-Facility-Final-EIR-), and MMRP and FOF are provided as Attachments M and N, respectively. The other environmental documents for the Project, including the NOP, NOA, and DEIR, can also be accessed on the following link:
https://www.cityofbrea.gov/166/Projects-in-Process.

PUBLIC NOTICE AND COMMENTS
The Project was noticed in accordance with the City’s public noticing requirements, which involved mailed notices sent to property owners within 500 feet of the Project Site, and publication in the Brea Star-Progress. Mailing notices were also sent to occupants within 500 feet of the Project, responsible agencies, and interested parties.

The public hearing notice for the Project is provided as Attachment O. As of the writing of this report, staff have not received any public comments regarding this Project. As of the writing of this report, staff received a letter of support on May 6, 2025, from the Association of California Cities – Orange County (ACC-OC) (Attachment P) commending the Project for redevelopment of an underutilized property, job creation, and future delivery support of local businesses.

CONCLUSION
The Project is consistent with the goals and policies of the General Plan and the provisions of the BCC. Analysis of PR No. 2022-09 has determined that the location, size, architectural features, and general appearance of the proposal are consistent with the zoning regulations and compatible with the properties in the nearby vicinity. TPM No. 2022-193 is consistent with BCC development standards and the City’s Subdivision Ordinance. Findings to support the request have been included in the draft resolutions. In addition, the environmental analysis prepared as part of the EIR concluded that there are no significant and unavoidable impacts. It is for the reasons discussed and the information provided within this report and its attachments that staff recommends that the Planning Commission certify the EIR prepared for the Project and adopt all the necessary resolutions to approve the Project.

RESPECTFULLY SUBMITTED:

Joanne Hwang, AICP, City Planner
Prepared by: Jessica Newton, Senior Planner
Attachments
Attachment A- Draft Resolution Approving EIR No. 2023-01.pdf Attachment B- Draft Resolution Approving PR No. 2022-09.pdf Attachment C- Draft Resolution Approving TPM No. 2022-193.pdf Attachment D- Draft Conditions of Approval.pdf
Attachment E- November 11, 2024 Planning Commission Report.pdf Attachment F- November 11, 2024 Planning Commission Minutes.pdf Attachment G- Amazon Operations Request Materials.pdf
Attachment H-1- Project Plans (1-16).pdf
Attachment H-2- Project Plans (17-31).pdf
Attachment H-3- Project Plans (32-38).pdf
Attachment H-4- Project Plans (39-65).pdf
Attachment H-5- Project Plans (TPM).pdf
Attachment I- Project Narrative.pdf
Attachment J- Technical Background.pdf
Attachment K- Vicinity Map.pdf
Attachment L- Project Application.pdf
Attachment M- Mitigation Monitoring and Reporting Program.pdf Attachment N- Draft Findings of Fact.pdf
Attachment O- Public Hearing Notice.pdf
Attachment P- Public Comment (ACC-OC).pdf

ATTACHMENT A
(DRAFT) RESOLUTION NO. PC 2025-XX

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF BREA CERTIFYING A FINAL ENVIRONMENTAL IMPACT REPORT FOR THE DJT4

PARCEL DELIVERY FACILITY PROJECT AND ADOPTING CALIFORNIA

ENVIRONMENTAL QUALITY ACT FINDINGS OF FACT AND MITIGATION

MONITORING AND REPORTING PROGRAM REGARDING THE SAME
A. RECITALS:
(i) The Planning Commission of the City of Brea (the “Planning Commission”) did receive a verified petition for the DJT4 Parcel Delivery Facility, which includes Environmental Impact Report (EIR) No. 2023-01, Plan Review (PR) No. 2022-09, and Vesting Tentative Parcel Map (TPM) No. 2022-193, to allow the demolition of a 637,503 square-foot office building, surface parking, and associated landscape areas and the construction of a new industrial warehousing development consisting of a 181,500 square-foot parcel delivery building (referred to herein as the “Project”) for that certain real property located at 275 Valencia Avenue, in the City of Brea, and further legally described as Assessor Parcel Numbers 320-233-17, 320-301-11, and 320-301-12, as shown in the latest records of the County of Orange Assessor’s Office. (ii) The Project applicant is Ware Malcomb, 10 Edelman, Irvine, CA 92618. (iii) The Project site is a 31.6-acre property that is situated west of Valencia Avenue, north of Nasa Street, and west of Surveyor Avenue. The Project site has two General Plan Land Use and zoning designations. The northern approximately 24.2-acre portion has a General Plan Land Use designation of Light Industrial and a zoning designation of Light Industrial (M-1). The southern approximately 7.4-acre portion has a General Plan Land Use designation of Mixed Use II and a zoning designation of MixedUse II (MU-II).

Resolution No. 2025-xx

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Applicant: Ware Malcomb
EIR No. 2023-01
(iv) The City has prepared an Environmental Impact Report (EIR) to analyze the environmental effects of the Project pursuant to the requirements of the California Environmental Quality Act (CEQA), Public Resources Code § 21000 et seq. The City circulated the Notice of Preparation of the Project EIR for a 30-day public review with a comment period from July 13, 2023 to August 11, 2023; held a public scoping meeting to receive comments on the appropriate scope of the EIR on July 24, 2022; and circulated the Draft EIR for a 62-day public review and comment period from November 6, 2024 to January 6, 2025.
(v) The Final EIR for the Project (State Clearinghouse No. 2023070241) consists of the Draft EIR, public comments on the Draft EIR, the City’s responses to those comments, and revisions to the Draft EIR merely clarified, amplified, or made insignificant modifications to the document and did not change it in any way that deprives the public of a meaningful opportunity to comment upon a substantial adverse environmental effect or a feasible way to mitigate or avoid such an effect.
(vi) Pursuant to Section 15091 of the CEQA guidelines and Section 21081 of the Public Resources Code, the City has prepared CEQA Findings of Fact (FOF) regarding the Final EIR (CEQA Findings), which is attached as Exhibit A to this Resolution. (vii) Pursuant to Sections 21081.6 of the Public Resources Code, the City has prepared a Mitigation Monitoring and Reporting Program (MMRP) for the Project, which is attached as Exhibit B to this Resolution.
(viii) On May 13, 2025, the Planning Commission held a duly noticed public hearing on the Project and the Final EIR, during which it received and considered all evidence and testimony presented prior to adoption of this Resolution.

Resolution No. 2025-xx

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Applicant: Ware Malcomb
EIR No. 2023-01
(ix) The documents and other material that constitute the record of the proceedings concerning the Project upon which this Resolution is based are kept by the City of Brea Community Development Department, located at 1 Civic Center Circle, Brea, California 92821.
(x) All legal prerequisites to the adoption of this Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the Planning Commission of the City of Brea, as follows:

1. All facts set forth above in Part A, Recitals, are true and correct.

Resolution No. 2025-xx

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Applicant: Ware Malcomb
EIR No. 2023-01

4. City staff is hereby directed to file a Notice of Determination regarding the Final EIR with the County of Orange within five working days of final Project approval.

5. The Secretary of this Commission shall certify the adoption of this Resolution.

ADOPTED AND APPROVED this 13th day of May 2025.

AYES: COMMISSIONERS:

NOES: COMMISSIONERS:

ABSENT: COMMISSIONERS:

ABSTAIN: COMMISSIONERS:

ATTEST: ___________________________
Secretary, Planning Commission

ATTACHMENT B
(DRAFT) RESOLUTION NO. PC 2025-XX

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF BREA APPROVING PLAN REVIEW NO. 2022-09 TO ALLOW CONSTRUCTION OF THE DJT4 PARCEL DELIVERY FACILITY PROJECT, LOCATED AT 275

VALENCIA AVENUE
A. RECITALS:
(i) The Planning Commission of the City of Brea (the “Planning Commission”) did receive a verified petition for the DJT4 Parcel Delivery Facility, which includes Environmental Impact Report (EIR) No. 2023-01, Plan Review (PR) No. 2022-09, and Vesting Tentative Parcel Map (TPM) No. 2022-193, to allow the demolition of a 637,503 square-foot office building, surface parking, and associated landscape areas and the construction of a new industrial warehousing development consisting of a 181,500 square-foot parcel delivery building (referred to herein as the “Project”) for that certain real property located at 275 Valencia Avenue, in the City of Brea, and further legally described as Assessor Parcel Numbers 320-233-17, 320-301-11, and 320-301-12, as shown in the latest records of the County of Orange Assessor’s Office. (ii) The Project applicant is Ware Malcomb, 10 Edelman, Irvine, CA 92618. (iii) The Project site is a 31.6-acre property that is situated west of Valencia Avenue, north of Nasa Street, and west of Surveyor Avenue. The Project site has two General Plan Land Use and zoning designations. The northern approximately 24.2-acre portion has a General Plan Land Use designation of Light Industrial and a zoning designation of Light Industrial (M-1). The southern approximately 7.4-acre portion has a General Plan Land Use designation of Mixed Use II and a zoning designation of MixedUse II (MU-II).

Resolution No. 2025-xx

Page 2 ends

Applicant: Ware Malcomb
PR No. 2022-09
(iv) PR No. 2022-09 would allow demolition of an existing 637,503 square-foot office building, surface parking, and associated landscape area, and the construction of an industrial warehousing development consisting of a 181,500 square-foot parcel delivery facility, including surface parking and associated landscape areas. (v) The City has prepared an Environmental Impact Report (EIR) to analyze the environmental effects of the Project pursuant to the requirements of the California Environmental Quality Act (CEQA), Public Resources Code § 21000 et seq. By adoption of a separate resolution, the Planning Commission has certified the Final EIR and adopted a Mitigation Monitoring and Reporting Program (MMRP) and Findings of Fact (FOF) for the Project.
(vi) On May 13, 2025, the Planning Commission held a duly noticed public hearing on the Project, during which it received and considered all evidence and testimony presented prior to adoption of this Resolution. (vii) The documents and other material that constitute the record of the proceedings concerning the Project upon which this Resolution is based are kept by the City of Brea Community Development Department, located at 1 Civic Center Circle, Brea, California 92821.
(viii) All legal prerequisites to the adoption of this Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the Planning Commission of the City of Brea, as follows:

1. All facts set forth above in Part A, Recitals, are true and correct.

Resolution No. 2025-xx

Page 3 ends

Applicant: Ware Malcomb
PR No. 2022-09

2. The Commission finds in consideration of PR No. 2022-09 as follows:
a. Finding: That the Project is in conformity with applicable provisions of Brea City Code and all requirements of law.

Fact: The Project building, a 181,500 square-foot parcel delivery building, would be located entirely within the M-1 zone. Surface parking and drive aisles would be established within both the M-1 and MU-II zoned portions of the Project site. The Project building is designed and sited to be consistent with the M-1 development standards, including, but not limited to, minimum setback and parking requirements, and the maximum height, lot coverage, and floor area ratio standards. The Project building is designed with natural colors and quality materials that are compatible with properties in the nearby vicinity, and it includes substantial landscaping materials to provide screening of the proposed building and loading areas. The Project is designed with sufficient parking and landscaping consistent with the requirements of the underlying M-1 and MU-II zoning regulations. The Project is consistent with the applicable goals, objectives, policies, regulations, and guidelines in the General Plan. Specifically, the characteristics of the Light Industrial land use designation to include low intensity warehousing and Policy CD-1.4, to ensure that the City maintains a balance among residential, commercial, and industrial land uses.

4. PR No. 2022-09 is hereby approved, subject to the conditions of approval found in Exhibit A of this resolution and the requirements of the MMRP, as included in a separate resolution certifying the EIR for the Project.

Resolution No. 2025-xx

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Applicant: Ware Malcomb
PR No. 2022-09

5. The Secretary of this Commission shall certify to the adoption of this Resolution.

ADOPTED AND APPROVED this 13th day of May 2025.

AYES: COMMISSIONERS:

NOES: COMMISSIONERS:

ABSENT: COMMISSIONERS:

ABSTAIN: COMMISSIONERS:

ATTEST: ___________________________
Secretary, Planning Commission

ATTACHMENT C
(DRAFT) RESOLUTION NO. PC 2025-XX

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF BREA APPROVING TENTATIVE PARCEL MAP NO. 2022-193 FOR THE DJT4 PARCEL DELIVERY FACILITY PROJECT, LOCATED AT 275 VALENCIA AVENUE
A. RECITALS:
(i) The Planning Commission of the City of Brea (the “Planning Commission”) did receive a verified petition for the DJT4 Parcel Delivery Facility, which includes Environmental Impact Report (EIR) No. 2023-01, Plan Review (PR) No. 2022-09, and Vesting Tentative Parcel Map (TPM) No. 2022-193, to allow the demolition of a 637,503 square-foot office building, surface parking, and associated landscape areas and the construction of a new industrial warehousing development consisting of a 181,500 square-foot parcel delivery building (referred to herein as the “Project”) for that certain real property located at 275 Valencia Avenue, in the City of Brea, and further legally described as Assessor Parcel Numbers 320-233-17, 320-301-11, and 320-301-12, as shown in the latest records of the County of Orange Assessor’s Office. (ii) The Project applicant is Ware Malcomb, 10 Edelman, Irvine, CA 92618. (iii) The Project site is a 31.6-acre property that is situated west of Valencia Avenue, north of Nasa Street, and west of Surveyor Avenue. The Project site has two General Plan Land Use and zoning designations. The northern approximately 24.2-acre portion has a General Plan Land Use designation of Light Industrial and a zoning designation of Light Industrial (M-1). The southern approximately 7.4-acre portion has a General Plan Land Use designation of Mixed Use II and a zoning designation of MixedUse II (MU-II).

Resolution No. 2025-xx

Page 2 ends

Applicant: Ware Malcomb
TPM No. 2022-193
(iv) TPM No. 2022-193 would reconfigure and merge three existing lots into one lot to accommodate the Project.
(v) The City has prepared an Environmental Impact Report (EIR) to analyze the environmental effects of the Project pursuant to the requirements of the California Environmental Quality Act (CEQA), Public Resources Code § 21000 et seq. By adoption of a separate resolution, the Planning Commission has certified the Final EIR and adopted a Mitigation Monitoring and Reporting Program (MMRP) and Findings of Fact (FOF) for the Project.
(vi) On May 13, 2025, the Planning Commission held a duly noticed public hearing on the Project, during which it received and considered all evidence and testimony presented prior to adoption of this Resolution. (vii) The documents and other material that constitute the record of the proceedings concerning the Project upon which this Resolution is based are kept by the City of Brea Community Development Department, located at 1 Civic Center Circle, Brea, California 92821.
(viii) All legal prerequisites to the adoption of this Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the Planning Commission of the City of Brea, as follows:

1. All facts set forth above in Part A, Recitals, are true and correct.

2. The Commission finds in consideration of TPM No. 2022-193 as follows:

Resolution No. 2025-xx

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Applicant: Ware Malcomb
TPM No. 2022-193
a. Finding: The proposed map is consistent with the applicable General Plan and specific plans.

Fact: The Project site has two General Plan Land Use and zoning designations. The northern approximately 24.2-acre portion of the Project site that contains the facility building has a General Plan Land Use designation of Light Industrial and a zoning designation of M-1. The southern approximately 7.4- acre portion of the Project site has a General Plan Land Use designation of Mixed Use II and a zoning designation of MU-II. The proposed merger of existing lots and the Project will maintain the site’s General Plan Land Use and Zoning designations and comply with all standards of the applicable zoning designations. b. Finding: The design or improvement of the proposed
subdivision is consistent with applicable general and specific plans.

Fact: The proposed vesting tentative parcel map would
merge three existing lots within the Project site into one lot to accommodate construction of a single-story, 181,500 square-foot parcel delivery facility, including associated surface parking and landscape areas. The Project is consistent with the applicable goals, objectives, policies, regulations, and guidelines in the General Plan. Specifically, Policies CD-1.4, to ensure that the City maintains a balance among residential, commercial, and industrial land uses, and CD-1.6, to accommodate a broad range of business uses that provide employment at all income levels and that make a positive contribution to the City’s tax base. The proposed subdivision will broaden the range of business uses in the area that provide employment by replacing an obsolete office use Resolution No. 2025-xx

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Applicant: Ware Malcomb
TPM No. 2022-193
with a light industrial use that provides a range of employment opportunities.

Additionally, this Project is consistent with Policy CR-7.1, through the development of a walking and bike trail that provides direct pedestrian access between workplaces and residential neighborhoods. The Project would extend The Tracks at Brea to connect the existing gap in the trail loop along the Nasa Street frontage.
c. Finding: The site is physically suitable for the type of development.

Fact: The Project site is 31.6 acres in size and occupied by an existing 637,503 square-foot office building, surface parking, and associated landscape areas. The map would merge the existing lots within the Project site into one lot to accommodate construction of a single-story, 181,500 square-foot parcel delivery facility, including associated surface parking and landscape areas. The Project site is physically suitable to accommodate the industrial development as the Project complies with the development standards established for the M-1 and MU-II zoning designations.
d. Finding: The site is physically suitable for the proposed density of development.

Fact: The Project would redevelop and reconfigure the
Project site into one parcel, and the new parcel would be in compliance with applicable development standards. The proposed building would be entirely in the Light Industrial Land Use Designation that allows for a floor area ratio (FAR) of 0.75. The Project proposes a FAR of 0.14, consistent with the maximum Resolution No. 2025-xx

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Applicant: Ware Malcomb
TPM No. 2022-193
density permitted, and would result in a lower density than the existing office building proposed to be demolished on the Project site. As such, the Project site would be physically suitable for the proposed density of development in the Light Industrial land use designation.
e. Finding: The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially unavoidably injure fish or wildlife, or their habitat.

Fact: The design of TPM No. 2022-193 is not likely to
cause substantial environmental damage or substantially unavoidably injure fish or wildlife, or their habitat. The existing parcels has been previously disturbed and developed with an existing three-story office building and is surrounded by office and light industrial land uses. The site is not suitable habitat for wildlife and the proposed Project would, therefore, not cause substantial environmental damage or injure wildlife. This is consistent with the findings of the EIR prepared for the Project.
f. Finding: The design of the subdivision or type of improvements are not likely to cause serious public health problems.

Fact: The design of TPM No. 2022-193 is not likely to
cause serious public health problems in that the merger and improvements would be required to comply with the approved plans and development standards as required by the City. The Project would be required to comply with Brea City Code and all applicable codes, including California Building and Fire Codes.

Additionally, the Project would improve a bike and walkway path along Nasa Resolution No. 2025-xx

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Applicant: Ware Malcomb
TPM No. 2022-193
Street Project frontage by extending The Tracks at Brea along Nasa Street to the intersection of Valencia Avenue and Nasa Street. Therefore, with the implementation of the conditions of approval attached to a separate resolution approving PR No. 2022-09 and the mitigation measures found in the MMRP, as included in a separate resolution certifying the EIR for the Project, the subdivision would not cause a change or impact public health.
g. Finding: The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision.

Fact: All necessary easements would be updated in order to accommodate parcel access and utilities for the Project site. All easements will be shown and recorded on the final map.

4. TPM No. 2022-193 is hereby approved, subject to the Conditions of Approval attached to a separate resolution approving PR No. 2022-09 and the requirements of the MMRP, as included in a separate resolution certifying the EIR for the Project.

5. The Secretary of this Commission shall certify to the adoption of this Resolution.

ADOPTED AND APPROVED this 13th day of May 2025.

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Applicant: Ware Malcomb
TPM No. 2022-193
Commission of the City of Brea held on the 13th day of May 2025 and was finally passed at a regular meeting of the Planning Commission of the City of Brea, held on the 13th day of May 2025, by the following votes:

AYES: COMMISSIONERS:

NOES: COMMISSIONERS:

ABSENT: COMMISSIONERS:

ABSTAIN: COMMISSIONERS:

ATTEST: ___________________________
Secretary, Planning Commission

ATTACHMENT D

Page 1 of 22 ends

EXHIBIT A OF RESOLUTION NO. 25-XX
DJT4 Parcel Delivery Facility Project
Environmental Impact Report No. 2023-01,
Vesting Tentative Parcel Map No. 2022-193
Plan Review No. 2022-09

DRAFT CONDITIONS OF APPROVAL
Planning Division – Community Development Department

1. Development and operations shall occur in substantial compliance with the plans and specifications reviewed and approved by the Planning Commission on May 13, 2025, which include a project description, site plan, floor plans, conceptual architectural elevations and associated details, conceptual landscape plan, and operational characteristics (e.g. parking management, traffic circulations, etc.), on file with the Planning Division, the conditions contained herein and all applicable Federal, State, County and local regulations. The City Planner may approve minor modifications to the approved Project plans.

2. The Applicant shall prepare and submit a physical copy (suitable for archival storage) of the final plans and technical studies to the Brea Planning Division prior to the issuance of any building permits for the development.

3. Prior to issuance of building permits and prior to and during construction, the Applicant shall adhere to all measures described in the mitigation monitoring and reporting program listed in the Project’s Final Environmental Impact Report. The mitigation, monitoring, and reporting program shall be in effect throughout all construction-related activities as indicated in the report.

4. Prior to the final issuance of Certificate of Occupancy, the Applicant shall prepare and submit a written report demonstrating the completion of the mitigation monitoring and reporting program for review and approval of the City Planner.

5. Prior to issuance of the demolition permit, submit a demolition and construction phasing/management plan that shows the method of demolition, construction phasing, equipment storage, parking and truck hauling routes for review and approval of all applicable City departments.

6. Final architectural elevation plans and details shall be provided at the time of plan check for the review and approval of the City Planner prior to the issuance of building permits. Architecture and design features shall be consistent with the specifications and details provided in the approved Project plans and shall include high-quality materials and finishes. Requests to modify the approved building elevations, materials and details, colors, and other architectural elevation features may be reviewed and approved by the City Planner.

ATTACHMENT D

Page 2 of 22 ends

7. Final details regarding all window glazing and potentially reflective building surfaces shall be provided for the review and approval of the City Planner prior to the issuance of a building permit. Said glazing and surfacing shall be treated or designed in a manner to reduce glare impacts to adjacent uses, motorists, pedestrians and wildlife (e.g. to reduce bird window strikes).

8. All exposed metal flashing or trim shall be painted to match the building.

9. No exterior downspouts shall be permitted along the walls of the facility building.

All roof drainage shall utilize interior piping and may have exterior outlets into landscaped areas at the base of the building. Any roof scuppers shall be installed with a special lip device so overflow drainage will not stain the walls.

10.Any necessary vent risers or pipes shall be integrated in the facility building walls.

11.Prior to issuance of any permits, the Applicant shall submit a detailed final landscape plan for review and approval by the City Planner:
a. The final landscaping plan shall substantially conform to the conceptual landscape plan on file and comply with the City’s Water Efficient Landscaping Requirements.
b. Details shall include the quantity, size, species type, and placement of final trees, shrubs, and ground covers for the project. The amount and types of trees, shrubs, and ground covers provided for screening purposes shall be in substantial conformance with the conceptual landscape plans and provide sufficient screening, as determined by the City Planner. c. All trees, shrubs, and ground covers shall be consistent with the Brea Fire Department Fuel Modification Guideline approved plant list and not on the CAL-IPC inventory of plants that threaten California's natural areas. d. Said plans shall demonstrate compliance with all applicable landscaping requirements for the relevant zone.
e. Final landscape plans shall show details for any decorative paving, hardscape, outdoor furniture, and associated features.
f. Final landscape plans shall show all ground utility equipment, and such equipment shall be properly screened by landscaping, paint, and/or screening materials or a combination thereof to be reviewed and approved by the City Planner.

12.All tree removals shall comply with the City’s Tree Preservation Ordinance (Brea City Code (BCC) Chapter 20.74. Prior to removal, tree species type and diameter information shall be identified on future demolition permit plans.

13.Pursuant to the California Fish and Game Code, Migratory Bird Treaty Act (US Code, Title 16, Sections 703–712), birds and their active nests are protected; therefore, the Applicant is encouraged to schedule the removal of on-site trees

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outside of the nesting season, either prior to February 15 or after August 15.

However, if construction or other Project activities are scheduled to occur during the nesting bird and raptor season, a pre-construction nesting bird and raptor survey shall be conducted by a qualified avian biologist no more than three days prior to demolition and/or grading activities that involve tree and vegetation removal, to ensure that active bird nests will not be disturbed or destroyed. If an active nest is identified, a qualified avian biologist shall establish an appropriately sized non-disturbance buffer around the nest using flagging or staking.

Construction activities shall not occur within any non-disturbance buffer zones until the nest is deemed inactive by the qualified avian biologist.

14.Prior to the final Certificate of Occupancy issuance, all new landscaping and irrigation shall be installed in conformance with the approved plans and applicable BCC. All landscaping shall be maintained in perpetuity and be replaced in a timely manner in the event that it is removed, damaged, and/or dead.

15.Prior to the issuance of a building permit, the Applicant shall submit photometric plans for review and approval by the Building Official and City Planner. Said plans shall show the location of all exterior lights, a measurement of light throughout the site, and include cut/specifications sheets for proposed lighting equipment.

16.All roof-mounted and ground-mounted equipment shall be screened from public views at ground elevation. Noise-generating equipment shall require special consideration in location and screening to avoid creating a nuisance. All uses and operations shall adhere to the City’s adopted noise ordinance.

17.Prior to issuance of a final Certificate of Occupancy, the Applicant shall incorporate renewable energy systems/technologies within the Project Site, including, but not limited to solar panels, to the satisfaction of the City Planner.

18.Prior to the issuance of the building permit, the Applicant shall submit a Parking Management Plan (PMP) for review and approval by the City Planner. The PMP shall detail management strategies to ensure a balance between parking and traffic circulation on-site. Strategies shall include, but are not limited to:
a. Enforcement of on-site parking and vehicle circulation management. b. Designated employee and delivery van parking areas.
c. Designated bicycle parking areas.
d. Specific line haul truck delivery times, loading, and unloading.

19.Prior to issuance of the building permit, the Applicant shall demonstrate compliance with the City’s Transportation Demand Management requirements of BCC Section 20.08.050 (i.e. car/vanpool spaces, employee parking spaces, bicycle parking and facilities, rideshare loading areas, bus stop improvements, transportation alternative information, etc.).

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20.At peak operations, the maximum number of line haul trucks and delivery vans shall not exceed the maximum numbers mentioned in the certified Final Environmental Impact Report. Upon request, the Applicant shall provide the City Planner with the truck/van dispatch log or similar documentation within 30 business days to demonstrate compliance.

21.Operation of the Project shall not result in stacking of vehicles in such a manner that will result in obstruction to any access aisle or parking spaces of on-site main drive aisles or public streets. If the operation of the Project affects traffic of on-site main drive aisles or the public street, design alternatives to remedy the issue, such as modifying the parking lot, loading area, or other alternatives, shall be presented to the City Engineer and City Planner for review and approval.

22.If/when available technology, company policy, and supply permits, the Applicant shall transition its line-haul truck and delivery van fleets to electric fleets.

23.The Applicant shall cooperate with the City to implement an alternative line-haul truck route if the City adopts an updated Truck Route Map to include an alternative truck route(s) that would make the removal of such truck traffic from Valencia Avenue feasible.

24.Prior to the issuance of building permits, the Applicant shall submit a comprehensive sign program application to the City for review and approval, as specified in BCC Chapter 20.28. The program shall include details such as maximum sign area, letter sizes, location, number of signs, lighting techniques, and associated details. It shall also include details on all on-site directional signage.

25.All outdoor trash facilities shall be shielded from view within a decorative enclosure with walls that are minimum six (6) feet in height, a solid roof, and gates. The design of enclosures shall be compatible with the building architecture and shall require a separate review and approval by the City Planner prior to the issuance of building permits.

26.All new electrical, telephone, community antenna, television, and similar service wires or cables that provide direct service to the property being developed shall be installed underground within the exterior boundary lines of such property unless deemed infeasible.

27.All uses shall comply with the provisions of BCC Chapter 20.20, including, but not limited to, vibration, glare, emission of dust, smoke, and odors.

28.The Applicant is responsible for paying all charges related to the processing of this Project within 30 days of the issuance of the final invoice or prior to the issuance of grading or building permits for this Project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits.

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29.Any permit is subject to expiration and revocation as provided in the BCC, and said provisions are specifically made a part hereof without negating the applicability of any other provision of this title or any other ordinance.

30.To the fullest extent permitted by law, the Applicant shall indemnify, defend and hold the City, its elected officials, officers, contractors serving as City officers, agents, and employees (“Indemnitees”) free and harmless from: (i) any and all claims, liabilities and losses whatsoever occurring or resulting to any and all persons, firms, entities, or corporations furnishing or supplying work, services, materials, or supplies in connection with, or related to, the performance of work or the exercise of rights authorized by approval of this permit and (ii) any and all claims, lawsuits, liabilities, and/or the granting or exercise of the rights authorized by said approval; and (iii) from any and all claims, liabilities and losses occurring or resulting to any person, firm, entity, corporation for property damage, personal injury, or death, arising out of or related to the approval of, or exercise of rights granted by this permit. Applicant’s obligation to indemnify, defend and hold the Indemnitees free and harmless as required hereinabove shall include, but is not limited to, paying all fees and costs incurred by legal counsel of the Indemnitee’s choice in representing the Indemnitees in connection with any such claims, losses, lawsuits, or actions, and any award of damages, judgments, verdicts, court costs or attorney’s fees in any such lawsuit or action.

Building and Safety Division – Community Development Department

31.All designs shall comply with the Codes adopted at the time of permit submittal.

Currently, the 2022 CA Building, Mechanical, Electrical, Plumbing, Cal Green, Energy, Fire Codes, ISPSC, City of Brea Municipal Code, City of Brea & CA state ordinances. Any submittals received after December 31, 2025, shall be in compliance with Title 24, 2025 California Building Standard Codes & Local Amendments.

32.Building permits are required for all the proposed work (California Building Code (CBC) 2022 Sec [A]105.1. Please note the following upon formal submittal:
a. At the time of building permit submittal, the required construction documents include: Architectural, Structural, Mechanical, Electrical, Energy, Plumbing, Civil (Grading, Erosion Control), Landscaping, Structural Calculations, Energy Calculations, MEP-related Calculations & Equipment Cut Sheets, and Specs.

The following requires a separate submission and permit issuance:
i. Demolition construction documents (Demolition Permits) ii. Building construction documents (Building Permit)

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iii. Civil construction documents (Grading Permit)
iv. Landscape construction documents (Landscape Permit) v. Accessory structures (i.e. trash enclosures, pump house) construction documents (MISC. Permit)
vi. Fire Sprinklers (Fire Department Permit)
vii. Methane Mitigation construction documents (Fire Department Permit)
viii. PV Systems & ESS System (Building Permit)
ix. Construction Trailers (Temporary Permit)
x. Temporary Power (Temporary Power Pole Permit)
xi. Underground Storage Tanks (Building Permit)
b. The planning entitlement conditions of approval and the geotechnical investigation report recommendations shall be pasted on all plan submittals.

c. Provide a digital file for all structural calculations generated on Excel spreadsheets.
d. The construction documents shall be bookmarked and hyperlinked. e. Construction plans shall indicate on the plans whether or not the Project Site is within any of the following zones:
i. Methane zone
ii. Fire zone
iii. Flood zone
iv. Liquefaction zone
f. Any code deviations will require submittal of Alternative Materials, Design and Methods (CBC Sec. [A]104.11) or Code Modification request (CBC Sec. [A]104.10).

33.Upon formal submittal to the Building & Safety Division, clearly show the proposed location for a potential temporary generator to be used during emergencies on the

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plans. The utilities hook-ups shall be pre-installed and adjacent to the proposed generator’s location, and those shall be clearly shown on the MEP plans.

34.Temporary structures (i.e. construction trailers and power poles) require a building permit, and such permit would be valid for 180 days.

35.Deferred submittal items shall have the prior approval of the building official. The Applicant shall discuss with the building official whether or not the proposed deferred submittals will be allowed to be deferred. Deferred submittal items shall not be installed until the deferred submittal documents have been approved by the building official (CBC Sec [A] 107.3.4.1).

36.Upon formal submittal of building permits to the Building & Safety Division, the Applicant shall submit a photometric plan showing exterior illumination to be not less than 1 foot-candle at the walking floor surface along the accessible route and path of travel components.

37. Prior to permit issuance and the start of any demolition of the existing building(s) and structure(s), an asbestos and lead analysis report shall be submitted for review to the Building and Safety Division. If asbestos and/or lead are found to be present, then the asbestos and/or lead shall be properly removed and disposed of prior to starting the demolition work.

38.Upon formal building and grading permit submittals to the Building & Safety Division, a Geotechnical Soils Investigation Report shall be provided.

39.During construction, the grading inspections shall be performed by the geotechnical engineer of record (GEOR). If the geotechnical engineer of record is replaced, the new licensed geotechnical engineer shall review the project’s geotechnical report, grading plans and foundation plans and details, evaluate the geotechnical recommendations in the original report, provide supplemental recommendations, as necessary, and formally accept full responsibility as the Geotechnical Engineer of Record (GEOR) for the project in a formal letter. The letter shall provide concurrence or modifications with recommendations in the original report and conformance of the grading and structural plans to the geotechnical report. The documents described above shall be submitted to the City of Brea Building & Safety Division for review and approval.

40.A licensed civil or structural engineer registered in the State of California shall provide a letter stating whether or not a ground motion hazard analysis shall be performed in accordance with ASCE 7-16 Sec. 11.4.8 (Section 21.2) for this development. If a ground motion hazard analysis is recommended to be performed, then the geotechnical engineer shall update the preliminary geotechnical investigation accordingly. ASCE 7-16 Sec 11.4.8 Exception #2 used by the geotechnical engineer shall be justified by the structural engineer.

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41.The geotechnical soils investigation report shall include recommendations to mitigate the effects of Expansive soil.

42. Prior to issuance of a building permit, the Applicant shall provide written evidence to the City of Brea Building & Safety Division that a geotechnical engineer has been retained to monitor the grading operation and assure implementation of the site grading recommendations. All recommendations shall be implemented to the performance standards specified in the Soil Investigation report and to the satisfaction of the geotechnical engineer, City Engineer, and Building Official.

43.The geotechnical engineer of record shall review the grading plans, foundation plans, and foundation details for conformance with the Geotechnical Investigation Report, and stamp and sign plans and details.

44.Upon formal grading plan submittal to the Building & Safety Division, a color exhibit plan showing cut and fill areas shall be provided on the civil plans.

45.Upon formal grading plan submittal to the Building & Safety Division, a transverse and longitudinal overexcavation section cuts shall be provided on the civil drawings. The sections shall clearly show the extents of overexcavation as recommended on the geotechnical report.

46.The property center/west side appears to be in a flood zone. If the Project Site is within a Flood Hazard Area, the Project’s civil engineer shall ensure the Project meets or exceeds the requirements as set forth on CBC2022 Sec 1603.1.7.

47.Upon completion of grading, the general contractor shall provide soils laboratory testing results to evaluate the as-graded soil corrosivity characteristics. The soil’s testing shall be done by a licensed corrosion engineer.

48.Any underground storage tanks (UST) shall be removed from the site, and the evacuated UST void shall be properly backfilled, and any utilities properly capped.

Upon formal plan submittal, the Applicant shall provide construction documents for UST removal and Orange County Health Care Agency approval. This requires a separate submittal and approval from the Brea Fire Department and Building & Safety Division.

49. A Soil Management Plan (SMP) shall be submitted for review and approval prior to the issuance of a UST removal permit. Refer to the Geosyntec Phase II Environmental Site Assessment Letter Report dated 07/12/2024 for specific requirements.

50.Prior to the Project’s final building permit inspection, a building height certificate shall be prepared by a licensed civil engineer registered in the state of California and submitted to the Building & Safety for review.

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51.Prior to the Project’s Building & Safety Division final inspection, a CASp report shall be submitted to the Building & Safety Division for review. The said report shall identify any project deficiencies, and it shall provide recommendations for the owner to resolve all deficiencies.

52.Separate water meter(s) for the landscaping shall be provided. Upon formal submittal to the Building & Safety Division, clearly identify the meter(s) location on the utility plans and the landscape plans.

53.All Mechanical, Electrical, and Plumbing equipment, interior or exterior, heavier than 300 pounds, must provide anchorage calculations, details, and the details shall be referenced on plans.

54.Prior to final building inspection, the Applicant shall complete all required work associated with the Electric Vehicle (EV) parking stalls (i.e. striping/marking, charging stations, infrastructure, signage) as required by the CalGreen and the CBC codes.

55.Notwithstanding Condition No. 17 above, any photovaltaic (PV) and battery energy storage systems (BESS) required pursuant to California Energy Code (California Code of Regulations, Title 24) shall be installed prior to issuance of a Certificate of Occupancy.
a. In order to qualify to obtain a Temporary Certificate of Occupancy (TCO), the Applicant shall submit Title 24 energy calculations, construction documents, and obtain the PV and BESS permit approval prior to issuance of the TCO, which demonstrate that larger PV & BESS systems than would otherwise be required by the California Energy Code are designed and will be installed prior to issuance of final Certificate of Occupancy.

56.Prior to the final Certificate of Occupancy issuance, all outstanding fees on the project shall be paid.

57.Full project review shall be conducted when complete construction documents are submitted to the Building & Safety division.

58.Additional requirements may be imposed when the project is submitted for building & safety department plan check review and approval.

Public Works Department

59.This approval shall be contingent upon the approval of the Vesting Tentative Parcel Map, and the conditions of said approval shall be implemented. The proposed subdivision shall occur in substantial conformance with Vesting Tentative Parcel Map No. 2022-193, submitted to the Planning Commission, and all conditions set forth herein.

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60.The proposed subdivision shall occur in substantial conformance with Vesting Tentative Parcel Map No. 2022-193, with the plans and specifications approved through the City Planning Commission, and all conditions of said approval shall be implemented and incorporated herein.

61.The Applicant shall provide Site and Building Demolition Plans for the demolition of the existing site and building infrastructure. The Site and Building Demolition Plans shall be prepared by a registered Civil Engineer, be in accordance with City of Brea Standard Plans and standards, and be to the satisfaction of the Building & Safety Division and City Engineer. Said plans shall identify and include the salvaging of up to twenty existing recently planted trees to the satisfaction of the Public Works Superintendent. Said plans shall include an Erosion and Sediment Control Plan identifying the State issued WDID number and the contact information for the person that is to be reached in case of emergency. Applicant shall obtain approval of the Site and Building Demolition Plans, prior to the issuance of any building permit for any proposed development phase.

62.Prior to the issuance of any building permit for the proposed developed site conditions, the Applicant shall salvage and box twenty existing recently planted trees, and deliver them to the Brea Sports Park to the satisfaction of the Public Works Superintendent. The Applicant shall coordinate with the Public Works Superintendent prior to the proposed operations and delivery.

63.Prior to the issuance of any building permits for the proposed developed site conditions, the Applicant shall submit and obtain approval for the Precise Grading Plans and all applicable technical studies. The Precise Grading Plans and technical studies shall be prepared by a registered Civil Engineer, be in accordance with City of Brea Standard Plans and standards, and be to the satisfaction of the Building & Safety Division and City Engineer. The Precise Grading Plan submittal shall include the following items:
a. Construction Document Plans for the review and approval of the Building & Safety Division and City Engineer. The Construction Document Plans shall identify all improvements required to facilitate the proposed development and associated infrastructure improvements, to the satisfaction of the City Engineer. Said Construction Document Plans shall include an Erosion and Sediment Control Plan identifying the State issued WDID number and the contact information for the person that is to be reached in case of emergency;
b. Soils Report for the review and approval of the Building & Safety Division and the City Engineer;
c. Final Sanitary Sewer Capacity Analysis for the review and approval of the City Engineer;

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d. Final Hydrology & Hydraulic Study for the review and approval of the City Engineer. Said study shall meet all City and Orange County requirements; e. Final Water Quality Management Plan (WQMP) for the review and approval of the City Engineer. The Applicant and any future successors, shall adhere to the approved Final WQMP during the life of the Project; f. Final Water Demand Analysis for the review and approval of the City Engineer;
g. Solid Waste/Trash Collection Circulation Plan for the review and approval of the City Traffic Engineer;
h. On-site Circulation Plan as requested for the review and approval of the City Traffic Engineer.

64.The Applicant shall maintain the Storm Water Pollution Prevention Plan during construction in accordance with NPDES guidelines, which shall incorporate all best management practices to mitigate pollutant runoff during construction.

65.The Applicant shall be responsible for the maintenance of all temporary and permanent Best Management Practices (BMP’s) and associated infrastructure located on public or private property.

66.The Applicant shall maintain all public and private drainage facilities in good working order at all times.

67.The Applicant shall be responsible to obtain the permission to perform any work on adjacent private properties or within easement areas.

68.Prior to the issuance of any building permits for the proposed development, the Applicant shall provide verification to the satisfaction of the City Engineer, that all parties that have easements over the property, including the Orange County Flood Control District, Metropolitan Water District, and all dry utility purveyors, have granted authorization to construct the proposed improvements within existing easement areas or that all existing easements have been modified, removed, and/or quitclaimed to accommodate the proposed development.

69.All improvements associated with the proposed development that are located and/or impacting facilities located within easement areas within the property, including easements granted to Orange County Flood Control District, Metropolitan Water District, and all dry utility purveyors, shall be constructed to the satisfaction of the easement holders and meet all associated local jurisdictional requirements.

70.No proposed trees, structures for private utility infrastructure, lighting structures, utility vaults or cabinets; structures or walls with footing or foundation elements;

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building foundations, structural slabs, or building structural members; shall be located within adjacent properties, within existing or proposed public easement areas, or within the public right-of-way.

71.All existing domestic and irrigation water services are to be replaced with new service connections. All existing domestic and irrigation water services are to be removed through the existing water main to the satisfaction of the City Engineer.

72.All water and fire services shall be per the latest City of Brea Public Works Standards. All proposed domestic, irrigation, and fire services shall include metering and above-grade backflow prevention to the satisfaction of the City Engineer and the Brea Fire Department.

73.The Applicant shall install all water meters, vaults, fire hydrants, FDC’s, and above ground backflow prevention devices for all domestic, irrigation, and fire services and systems, at locations to the satisfaction of the City Engineer, the Building & Safety Division, and the Brea Fire Department. Easements shall be dedicated to the City for the maintenance, repair, and operation of all public water meters, vaults, and fire hydrants.

74.All proposed fire hydrant locations shall be subject to the review and approval of the City Engineer, the Building & Safety Division, and the Brea Fire Department.

Installation of fire hydrants shall be in accordance with City of Brea Public Works Standards and all applicable building codes.

75.All proposed sewer laterals and connections shall be per City of Brea Public Works Standards, and meet all City Building and Plumbing Code requirements, and be to the satisfaction of the City Engineer and the Building & Safety Division.

76.The proposed development shall only be served by underground distribution utilities.

77.Prior to the issuance of any building permit, the Applicant shall pay all applicable impact fees and connection fees as set forth in the City ordinances and in effect at the time of permit approval.

78.Prior to the issuance of any building permit, a completed Waste Management Plan (WMP) shall be submitted through Green Halo Systems by the Applicant and approved by the Public Works Department in compliance with Brea City Code Chapter 8.29.

79.Prior to the issuance of any building permit, the Applicant shall demonstrate how proposed trash enclosure will comply with current California Green Building Standards Code, Title 24, Part 11, Section 5.410.1 and Brea City Code Chapter

15.24. Current trash enclosure details included in site plan are insufficient.

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80.Prior to the issuance of any building permit, the Applicant shall demonstrate on site plan how proposed trash enclosure will have enough space to accommodate a sufficient number of containers to comply with AB 341 Mandatory Commercial Recycling, AB 1826 Mandatory Commercial Organics Recycling, and SB 1383 Short-lived Climate Pollutants: Organic Waste Reductions.

81.Prior to the issuance of any building permit for the proposed developed site conditions, the Applicant shall prepare Public Improvement Plans for the review and approval of the City Engineer, for all public improvements located within Surveyor Avenue, Nasa Street, and all proposed easements adjacent to both Surveyor Avenue and Nasa Street. The Public Improvement Plans shall be prepared by a registered Civil Engineer, be in accordance with City of Brea Standard Plans and standards, and be to the satisfaction of the City Engineer.

Prior to any building permit issuance for the proposed developed site conditions, the Public Improvement Plans shall be approved by the City Engineer. All improvements shall be constructed, including any field punch list items, prior to the issuance of any occupancy release. The public improvements include, but are not limited to, the following items:
a. All easement dedications and improvements required to facilitate a minimum 5-foot wide sidewalk, a 3-foot buffer, and a minimum 10-foot wide bike trail/multi-purpose trail along the Nasa Street frontage from the northeast corner of Nasa Street & Surveyor Avenue to the northwest corner of the intersection of Nasa Street & Valencia Avenue. The proposed bike trail/multi-purpose trail shall include all improvements to the satisfaction of the City Engineer;
b. Removal of the existing curb ramp on Surveyor Avenue located across from the existing Tracks at Brea trail, and construction of curb and gutter to tie into and match the existing curb and gutter adjacent to the proposed improvements on Surveyor Avenue;
c. Removal of the existing staircase structure, and all associated above and below grade elements, located at the northeast corner or Nasa Street & Surveyor Avenue;
d. Removal of all existing parkway drains and/or curb drains serving the existing property, and reconstruction of curb and gutter to match the existing curb and gutter to the satisfaction of the City Engineer; e. Removal and replacement of existing curb and gutter within the public rightof-way of Surveyor Avenue and Nasa Street, immediately adjacent to the project site, at locations to the satisfaction of the City Engineer.

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f. Removal and reconstruction of the existing driveway on Nasa Street, in accordance with current Americans with Disabilities Act (ADA) and City of Brea Public Works Standards;
g. All easement dedications and improvements required to facilitate the construction of a proposed curb ramp at the northeast corner of the intersection of Nasa Street & Surveyor Avenue. The proposed curb ramp improvements shall connect to both the existing and proposed Tracks at Brea bike trail/multi-purpose trail to the satisfaction of the City Engineer. h. All signage and striping improvements to Surveyor Avenue, Nasa Street, and the proposed bike trail/multi-purpose trail to the satisfaction of the City Traffic Engineer;
i. Removal, replacement, and/or relocation of all existing infrastructure or structures interfering with the proposed improvements. This includes, but is not limited to, existing water meters, backflow prevention, utility vaults, utility meters, vent pipes, fire hydrants, signage, street lights, power poles, and paving.
j. All easement dedications and improvements required to facilitate the proposed utility improvements, modifications, and connections located within the public right-of-way. Proposed utility improvements, modifications, and connections located within the public right-of-way shall include items such as, but not limited to, the construction of domestic, irrigation, and fire water service connections and infrastructure; the construction of fire hydrants; the construction of storm drain connections to existing infrastructure; the construction of any required sanitary sewer service connections; the relocation of existing street lights; and the removal and/or relocation of utility vaults and/or meters.

82.The Applicant shall prepare Caltrans public improvement plans for all proposed improvements located within the public right-of-way of Valencia Avenue. The improvements shall include the construction of a curb ramp at the northwest corner of Valencia Avenue & Nasa street, the construction of concrete sidewalk along the full project Valencia Avenue frontage, the removal of three (3) existing driveways, the construction of two (2) proposed driveways, all construction, fiber optic communication, and traffic signal modification improvements to facilitate the removal of the existing project driveway and west leg of the intersection of Valencia Avenue & La Entrada Drive, all Integrated Crime Center (ICC) fiber optic communications and surveillance camera improvements, all center median island improvements within Valencia Avenue, the extension and all improvements to the existing bus stop/pad, all proposed utility modifications and/or improvements, and any other signage, striping, utility, paving, structure, or infrastructure improvements on Valencia Avenue to the satisfaction of the City Engineer and Caltrans. Requirements to this condition are as follows:

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a. Prior to Caltrans submittal, the Applicant shall submit the public improvement plans to the City Engineer for conformance review and approval.
b. Prior to any building permit issuance for the proposed developed site conditions, the Applicant shall submit a Caltrans Encroachment Permit Application, including the public improvement plans and any required supplemental information, for the review and approval by Caltrans. c. Prior to any occupancy release, all improvements including any field punch list items shall be constructed to the satisfaction of the City Engineer.

83.All public improvements, and improvements within the public right-of-way and public easement areas, shall be designed and constructed per current City standards and all other jurisdictional requirements, and shall be to the satisfaction of the City Engineer.

84.The Applicant shall enter into an Encroachment License Agreement with the City of Brea for all private or non-standard improvements, improvements not in accordance with City of Brea Standard Plans and standards, located within the public right-of-way.

85.All existing public utilities located within the public right-of-way or within existing easements are to be protected in place, unless indicated otherwise by improvement plans approved by the City Engineer.

86.A City of Brea Public Works Encroachment Permit shall be obtained prior to any construction, improvements, or staging in the public right-of-way or within existing public easement areas.

87.Prior to the issuance of any occupancy release, the Applicant shall provide the City of Brea a financial contribution of $15,000 for the installation and repair of radar speed feedback signs within the City of Brea.

88.Prior to the issuance of any occupancy release, the Applicant shall provide the City of Brea a financial contribution of $250,000 to future paving improvements to Surveyor Avenue and Nasa Street, in lieu of the Applicant completing the required paving improvements.

89.Prior to the issuance of any occupancy release, the Applicant shall enter into an Easement Agreement with the City of Brea for the proposed bike trail/multipurpose trail that outlines items such as the maintenance responsibility for the proposed improvements located within the proposed public access easement.

Prior to the issuance of any occupancy release, the Easement Agreement shall be recorded at the County of Orange.

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90.Prior to the issuance of any building permit for the proposed developed site conditions, the Applicant shall submit a Final Map for review and approval of the City Engineer. Said Final Map shall include all right-of-way and easement dedication and/or vacations. The Final Map shall be submitted to the City Engineer for conformance review prior to submittal to the County of Orange Surveyor’s Office. The Final Map shall be submitted directly to the County of Orange Surveyor’s Office for review and approval of the technical portion of the Final Map.

All public improvements shall be constructed, including any field punch list items, prior to Final Map approval by City Council and Final Map recordation with the County of Orange. All right-of-way and easement dedications and vacations shall be in accordance with all requirements set forth in the California Streets and Highways Code, the Subdivision Map Act, and the Brea City Code.

91.The Applicant shall complete the construction of all public improvements in the public right-of-way and within public easement or right-of-way dedication areas to the satisfaction of the City Engineer, and enter into a Subdivision Improvement Agreement and guarantee the installation of these improvements by providing sufficient bonds or sureties for both Faithful Performance and Labor and Materials in a form approved by the City Attorney before the approval of the Final Map. All bonds or sureties shall be provided in an amount to the satisfaction of the City Engineer.

92.Applicant shall be responsible to prepare all documentation and pay for any publication fee (if applicable) for the proposed dedications and/or vacations of right-of-way or easements.

93.The Applicant shall submit a Monumentation Bond as required by the Subdivision Map Act in a form approved by the City Attorney to guarantee payment for the setting of monuments. The bond amount shall be provided before the approval of the Final Map, by the Licensed Surveyor or Registered Civil Engineer preparing the Final Map. The Monumentation Bond shall be provided in an amount to the satisfaction of the City Engineer.

94. Prior to the release of the Monumentation Bond, the Licensed Surveyor or Registered Civil Engineer who prepared the Final Map shall submit a letter to the City Engineer verifying the setting of all monuments, confirming that all monuments have been set in conformance with the recorded Final Map, and confirming that the Applicant/property owner has paid the Licensed Surveyor or Registered Civil Engineer in full for the setting of the monuments.

95. Prior to the release of all Faithful Performance Bonds and Labor and Materials Bonds, all improvements shall be completed, constructed, and accepted by the City, and a warranty bond shall be provided in accordance with the Subdivision Improvement Agreement.

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Community Services Department

96. The site has an existing Art in Public Places sculpture that will need to be maintained on-site. Per the Art in Public Places Policy Manual, the Applicant must submit a letter to City staff explaining the impacts of construction and efforts to be taken to protect the art piece ahead of demolition beginning. The Applicant may be subject to additional submittals regarding the existing sculpture based on the nature of the impacts, which will be determined by City staff.

Fire Department

97. A submittal of a fire master plan (FMP) to the Brea Fire Department (FD) prior to issuance of permits is required. This is a separate submittal to Brea FD for review and approval. At time of submittal, the FMP shall include the fire department access road, gates across the access road, location of existing and proposed public and/or on-site fire hydrants, fire lane marking, hose pulls that extend to within 150 feet of all portions of the exterior walls, fire flow requirements based on construction type and square footage of building, location of the FDC and Knox box.
a. A 24-foot fire access road is required in a VHFSZ per BCC.

98. This project requires the installation of an automatic fire sprinkler system.

Warehouse fire sprinkler systems shall be designed to NFPA 13 Figure 16.2.1.3.2 (d) curve “G”. Use is considered undetermined if a specific tenant/occupant is not identified at the time the permit is issued. Where a subsequent occupancy requires a system with greater capability, it shall be the responsibility of the occupant to upgrade the system to the required density for the new occupancy. Brea Ordinance No. 1187 § 16.04.120.

99. This project requires the installation of a fire alarm and fire sprinkler monitoring system designed and installed by a C-10 licensed contractor. 100. On-site fire hydrants shall be required if a portion of the facility or building is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building. 2022 FC § 507.5.1. 101. This project requires a separate submittal for combustible soil-gas/methane mitigation. A separate plan shall be submitted per the Brea Fire Combustible Soil Gas Guidelines.
102. A fire safety plan during construction is required to be submitted as set forth in CFC Chapter 33.
103. Emergency responder radio coverage shall be installed in accordance with CFC 510 and Brea Fire Department guidelines.

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104. Portions of the Project Site are located in a Local Very High Fire Hazard Severity Zone. Preliminary fuel modification plans shall be reviewed and approved by the fire code official concurrent with the submittal for approval of any tentative map.

Final fuel modification plans shall be submitted to and approved by the fire code official prior to the issuance of a grading permit.
105. Portions of the Project Site are located in a Local Very High Fire Hazard Severity Zone and shall comply with Chapter 7A of the California Building Code and California Code of Regulations Title 14 Fire Safety Regulations. 106. Additional requirements may be imposed when the project is submitted for Fire Department plan check review/ approval.

Police Department
107. The City has established an ICC. The ICC is a system comprised of advanced technology that is revolutionizing how the Brea Police Department prevents, manages, and solves crime. The Project will benefit from the installation of various ICC elements in the vicinity of the development that will allow the Brea Police Department to generate investigative leads, manage critical incidents in real-time, monitor special events, conduct traffic management and Emergency Operation Center functions, and conduct other crime prevention and suppression activities. The Applicant is, therefore, required to provide the following ICC elements, as determined necessary and feasible by the Brea Police Department, the City Traffic Engineer, and the City Engineer:
a. Prior to the Certificate of Occupancy issuance:
i. The Applicant is required to design and install an extension of the City’s fiber optic communications system from the traffic signal control cabinet at the intersection of Valencia Avenue & Birch Street to two new viewing locations at the or adjacent to the intersections of Valencia Avenue & Birch Street to Valencia Avenue & Imperial Highway. This new communications path will provide both ICC connectivity and traffic signal control and surveillance communications. Modifications to the City’s communication system may include, but are not limited to, installation of 2-inch conduit, pullboxes, fiber optic cable, communications cables, and associated communications infrastructure as required to connect the ICC elements. The installation of all improvements in the public and Caltrans rights-of-way or adjacent private property must comply with the specific requirements set by the Department of Public Works and the Police Department and is subject to the approval of the City Engineer and City Traffic Engineer to ensure compliance with all relevant technical and safety standards.

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ii. The Applicant shall provide complete funding for the procurement and installation of two multi-sensor and PTZ video surveillance camera systems as determined and approved by the Brea Police Department. The surveillance camera systems are to be installed on at the or adjacent to the intersections of Valencia Avenue & Birch Street and Valencia Avenue & Imperial Highway as determined by the Brea Police Department, the City Traffic Engineer, and the City Engineer.

Mitigation Compliance
108. The Applicant shall comply with all project design features (PDF) and the required mitigation measures (MM) included in the Mitigation Monitoring and Reporting Program listed in the Project’s Final Environmental Impact Report, as follows:
a. MM HAZ-1: Prior to the commencement of any ground-disturbing activities, the Applicant shall develop a Soil Management Plan (SMP) and submit the SMP to the City’s Fire Department, Building & Safety Division, and Public Works Department for review and approval. The SMP would include the following elements:
i. Project Site Description: Description of general on-site conditions, soil types, and identification of prior on-site testing results, constituents of concern, and possible residual contaminants and suspected materials.
ii. Health and Safety Measures: No soil disturbance or excavation activities shall be performed by any contractor without a site-specific Health and Safety Plan (HASP) that complies with applicable occupational health and safety standards. The HASP should specify appropriate levels of personal protective equipment (PPE), as well as monitoring criteria for increasing the level of PPE. The General Contractor and each subcontractor shall require its employees who may directly contact suspect soil to perform all activities in accordance with the HASP.
iii. Soil Management Procedures: Any soil that is disturbed, excavated, or trenched due to on-site construction activities shall be handled in accordance with applicable local, state, and federal regulations.

Procedures to be included in the SMP should include waste segregation, visual soil screening; stormwater pollution controls; criteria for on-site reuse of soils; soil characterization and profiling requirements prior to offsite transportation of excavated soil; measures to prevent soil track-out; and soil import criteria (if needed). An environmental monitor, an experienced professional trained in the practice of the evaluation and screening of soil for potential impacts working under the direction of a licensed Geologist

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or Engineer, shall be identified by the property owner prior to the beginning of work.
iv. Identification and Management of Unanticipated Conditions: The potential exists for encountering of unanticipated contamination or features. The SMP should include descriptions of possible indications of contamination (i.e., suspect soil) that may be observed and the appropriate response measures. Potential conditions to be addressed should include, at a minimum: soil staining; strong or unusual odors; oily or shiny soil; unknown or unidentified liquids; buried structures such as tanks, pipelines, sumps or vaults; and existing or former wells including water wells, monitoring wells, or oil wells. If the General Contractor or subcontractor(s) encounter any suspect soil, the General Contractor and subcontractor(s) shall immediately stop work and take measures to not further disturb the soils and inform the property owner’s representative and the environmental monitor. Procedures should be included in the SMP to guide the environmental monitor’s sampling and analysis for characterization of suspect soil.
v. Dust Management: Procedures to minimize generation of fugitive dust during earthwork. Water or other effective means shall be used to control dust where drilling, excavating, stockpiling, or other dust producing operations occur in accordance with applicable local and state regulations.
vi. UST Removal Procedures: One existing abandoned UST is present on-site and is planned for removal. Additional unanticipated USTs may also be encountered and require removal. All UST removals should be performed in accordance with the Orange County Health Care Agency (OCHCA) Environmental Health Division–Guidelines for the Removal of Underground Storage Tanks. The SMP should include a description of the applicable OCHCA permitting and notification requirements, soil/tank handling procedures, inspection and reporting requirements.
vii. Documentation: Identify requirements for documentation and tracking of soil characterization, waste profiling, offsite transportation, disposal, and soil import, and soil import. b. MM HAZ-2: Prior to the issuance of first building permit, the Applicant shall submit to the City of Brea Fire Department for review and approval plans demonstrating that the required soil-gas mitigation system has been implemented in the Project design. In accordance with the Full Mitigation system requirement of the City of Brea Combustible Soil-Gas Guideline, the Project shall incorporate the following measures approved by the City of Brea during plan review:
i. Below-grade passive venting equally spaced under all foundation slabs with multiple vent risers.
ii. Vapor impermeable membrane under all foundations.

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iii. Utility dams at the edge of each foundation and throughout Project area.
iv. All penetrations/voids in slabs sealed with an expanding 50-yr. foam. v. Wye-seals in all dry utilities.
c. PDF PP-1: During construction, the Project will implement temporary security features, including security cameras, fencing, lighting, and locked entry to secure the Project Site during construction. During operation, the Project will include various security measures to ensure the safety and security of employees and the property, including exterior/interior cameras, motion sensors, a building intrusion alarm, and an access control system that would require employees to utilize a badge at building entrances. d. PDF TR-1: The Project incorporates Transportation Demand Management (TDM) plan, which reduces vehicle trips and vehicle miles traveled to and from the Project Site:
i. Guaranteed Ride Home programs – Ride-share and taxi rides for employees who carpool but need to leave work unexpectedly. ii. Carpool program promotions – Typically Waze Carpool unless there is a local alternative.
iii. Carpool parking – Designated preferred parking spaces for carpool vehicles.
iv. Bike racks / employee bike lockers.
v. Showers.
vi. A designated employee transportation coordinator.
e. PDF TR-2: The Project includes the construction of new alternative pedestrian and bicycle connections between Surveyor Avenue and Valencia Avenue, which would extend The Tracks at Brea network. A separated bikeway and pedestrian walkway will be constructed from the terminus of The Tracks at Brea along the Nasa Street Project frontage to the intersection of Valencia Avenue.
f. MM TCR-1: Prior to commencement of any ground-disturbing activity at the Project Site, the Applicant shall retain a Native American Monitor approved by the Gabrieleno Band of Mission Indians – Kizh Nation – the tribe that consulted on this project pursuant to Assembly Bill 52 (the “Tribe” or the “Consulting Tribe”), and in concurrence with the City of Brea as the CEQA lead agency. A copy of the executed contract shall be submitted to the City of Brea Community Development Department prior to the issuance of any permit necessary to commence a ground-disturbing activity. The tribal monitor will only be present on-site during the construction phases that involve ground-disturbing activities. Ground-disturbing activities are defined by the Tribe as activities that may include, but are not limited to, pavement removal, potholing or augering, grubbing, tree removals, boring, grading, excavation, drilling, and trenching, at the Project Site. The Tribal monitor

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will complete daily monitoring logs that will provide descriptions of the day’s activities, including construction activities, locations, soil, and any cultural materials identified. The on-site monitoring shall end when all grounddisturbing activities on the Project Site are completed, or when the Tribal representatives and Tribal monitor have indicated that all upcoming grounddisturbing activities at the Project Site have little to no potential for impacting Tribal Cultural Resources. Upon discovery of any Tribal Cultural Resources, construction activities shall cease in the immediate vicinity of the find (not less than the surrounding 100 feet) until the find can be assessed. All Tribal Cultural Resources unearthed by Project activities shall be evaluated by the qualified archaeologist and Tribal monitor. If the resources are Native American in origin, the Consulting Tribe will retain tribal cultural resources in the form and/or manner the Tribe deems appropriate, for educational, cultural and/or historic purposes. If human remains and/or grave goods are discovered or recognized at the Project Site, all ground disturbance shall immediately cease within 100 feet of discovery, and the county coroner shall be notified per Public Resources Code Section (PRC) 5097.98, and Health & Safety Code Section 7050.5. Human remains and grave/burial goods shall be treated alike per California PRC Section 5097.98(d)(1) and (2).

Work may continue on other parts of the Project Site while evaluation and, if necessary, mitigation takes place (CEQA Guidelines Section 15064.5(f)).

If a non-Native American resource is determined by the qualified archaeologist to constitute as a “historical resource” or “unique archaeological resource,” time allotment and funding sufficient to allow for implementation of avoidance measures, or appropriate mitigation, must be available. The treatment plan established for the resources shall be in accordance with CEQA Guidelines Section 15064.5(f) for historical resources and PRC Section 21074(b) for unique archaeological resources. g. MM TCR-2: Discovery of Cultural Resources (not Native American in origin): Prior to commencement of any ground disturbing activity at the Project Site, the Applicant shall retain an archaeologist meeting the Secretary of the Interior’s Professional Qualifications Standards for archaeology (National Park Service [NPS] 1983). If cultural resources that are not Native American in origin are encountered during ground-disturbing activities, construction activities shall cease in the immediate vicinity of the find (not less than the surrounding 100 feet) until the find can be assessed.

If the discovery proves to be significant as determined by the site archaeologist, additional work such as data recovery excavation may be warranted and will be reported to the City.

ATTACHMENT E

ATTACHMENT F

ATTACHMENT G 1
Glossary of Terms
For clarity, the following operational terminology is used throughout this project description. • Associates: Delivery station employees who are responsible for receiving and preparing customer packages for delivery by DSP and Flex drivers.
• Delivery Service Partner (DSP) Drivers: Drivers who are responsible for delivering customer packages in Amazon-branded vans.
• Flex Drivers: Private carriers who are responsible for delivering customer packages. These drivers use their personal vehicles for delivery.
• Line Haul Trucks: 18-wheeler freight trucks that transport customer packages between first, middle, and last-mile facilities.

The following facility types are provided for reference. These examples are not a definitive list of all facility types.
• First-Mile Facility: Fulfillment centers (1MM+ SF) where the journey of a customer’s package begins.

These facilities store inventory that is packaged and shipped when an order is placed on Amazon.com. Packages are shipped to either a middle-mile or last-mile facility. • Middle-Mile Facility: Sort centers (~500k SF) that receive packages from a first-mile facility for geographic sorting and transporting to a last-mile facility. • Last-Mile Facility: Delivery stations (~150-200 SF) that receive packages from either a first-mile or middle-mile facility for final sorting and delivery to customers. 2 Vehicular Circulation Narrative
The Project would include predetermined circulation patterns that would separate circulation paths for trucks, delivery vans, and Associate vehicles. The truck circulation would begin on the west side of the Site, utilizing the ingress/egress on Surveyor Avenue, and wrap around to the west end of the proposed building where the truck parking is located. The truck area would have a dedicated turning area and would not cross pathways with the Associate or delivery van circulation. Truck traffic would exit the Project Site and travel south onto Surveyor Avenue, east onto Nasa Street, and south onto Valencia Avenue; 40 percent of the trucks from Valencia Avenue would travel east onto Imperial Highway, while 60 percent would travel west onto Imperial Highway.

For delivery vans, there would be two separate circulation paths that end on the north and south ends of the building where the van parking is located. The first delivery van pathway would begin on the north end of the Site via the ingress along Valencia Avenue, and would move along the northern portion of the Site, ultimately wrapping around and lining up along the north face of the proposed building for queueing and loading during dispatch. The second delivery van pathway would utilize one of the access points on Surveyor Avenue, wrapping around a portion of the proposed parking lot, and lining up near the southern end of the proposed building for queueing and loading during dispatch. These two delivery van circulation pathways would not intersect with the truck or Associate circulation patterns. All delivery vans would egress onto Surveyor Avenue to begin their delivery routes. Lastly, for Associates, access would be available via the ingress/egress on Nasa Street, and the circulation path would wrap around the proposed parking on the southeast portion of the Site, with egress options onto Valencia Avenue and Nasa Street.

Traffic Assessment for
Brea, CA Delivery Station
Line Haul Truck Routing
3 ATTACHMENT J-2
Amazon Delivery Station Network Map 4
Amazon First and Middle Mile Network Map 5
DJT4 - BREA 275 VALENCIA AVE BREA, CALIFORNIA 92823 VICINITY MAP PROJECT SITE N NOT TO SCALE E BIRCH ST E IMPERIAL HWY E LAMBERT RD VALENCIA AVE S KRAEMER BLVD DESCRIPTION OF WORK SCOPE OF WORK UNDER THIS PERMIT: T.B.D. GENERAL CONTRACTOR 410 TERRY AVE. N AMAZON.COM SERVICES LLC SEATTLE, WA 98109-5210 OWNER LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL A: LOTS 15, 16, 17 AND 18 OF TRACT NO. 8600, IN THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP RECORDED IN BOOK 453, PAGES 41 THROUGH 45 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING FROM PORTIONS OF LOTS 16 AND 17, THAT PORTION OF SAID REAL PROPERTY LYING BELOW A DEPTH OF FIVE HUNDRED (500) FEET, MEASURED VERTICALLY FROM THE SURFACE THEREOF, BUT WITH NO RIGHT OF SURFACE ENTRY THEREON, AS RESERVED IN A DEED RECORDED FEBRUARY 1, 1979 IN BOOK 13022 PAGE 1143 OF OFFICIAL RECORDS. FURTHER EXCEPTING THEREFROM THAT PORTION OF SAID REAL PROPERTY LYING BELOW A DEPTH OF ONE HUNDRED (100) FEET MEASURED VERTICALLY FROM THE SURFACE THEREOF, WITH NO RIGHT OF SURFACE ENTRY THEREON, AS RESERVED IN A DEED RECORDED JULY 20, 1979 IN BOOK 13236, PAGE 573 OF OFFICIAL RECORDS. PARCEL B: LOTS 5, 6, 9, 10 AND 11 OF TRACT NO. 9762, IN THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP RECORDED IN BOOK 442 PAGES 16 THROUGH 19 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPT THEREFROM THAT PORTION OF SAID LAND LYING BELOW A DEPTH OF 500 FEET, MEASURED VERTICALLY FROM THE SURFACE OF THE LAND, BUT WITH NO RIGHT OF SURFACE ENTRY, AS SET FORTH IN DEED RECORDED FEBRUARY 1, 1979 IN BOOK 13022 PAGE 1143 OF OFFICIAL RECORDS AND IN DEED RECORDED MARCH 15, 1978 IN BOOK 12598 PAGE 441 OF OFFICIAL RECORDS. ALSO EXCEPTING THEREFROM, THAT PORTION OF SAID LAND LYING BELOW A DEPTH OF ONE HUNDRED (100) FEET, MEASURED VERTICALLY FROM THE CONTOUR OF THE SURFACE THEREOF, BUT WITHOUT ANY RIGHT TO ENTER UPON, INTO OR THROUGH THE SURFACE OR SUBSURFACE LYING ABOVE A DEPTH OF ONE HUNDRED (100) FEET MEASURED VERTICALLY FROM THE

CONTOUR OF THE SURFACE OF SAID LAND, AS RESERVED BY MORELAND DEVELOPMENT COMPANY IN DEED RECORDED DECEMBER 27, 1979 IN BOOK 13446, PAGE 1106 OF OFFICIAL RECORDS. ZONING CONFORMANCE BUILDING AND SITE HAVE BEEN DESIGNED TO CURRENT BREA CITY CODE - TITLE 20 ZONING CODE. M-1 REQUIRED BUILDING SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): M-1 REQUIRED LANDSCAPE SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): ALLOWABLE MAX. HEIGHT: ALLOWABLE LOT COVERAGE: M-1 REQUIRED PARKING TOTAL STALLS: EV CAPABLE: EV CHARGING STATIONS: 50 FT 10 FT 0 FT 10 FT 20 FT 8 FT 5 FT 8 FT 60 FT 50% 236 STALLS 46 STALLS 16 STALLS PROPOSED BUILDING SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): PROPOSED LANDSCAPE SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): PROPOSED MAX. HEIGHT: PROPOSED COVERAGE AREA: PROPOSED SITE AREA: PROPOSED LOT COVERAGE: PROPOSED PARKING AUTOMOBILE STALLS: DELIVERY VAN STALLS: TRUCK TRAILER STALLS: EV CAPABLE: EV CHARGING STATIONS: 60 FT 689 FT 210 FT 152 FT 20 FT 32 FT 36 FT 14 FT 266,342 SF 1,376,504 SF 19.3% 304 STALLS 757 STALLS 4 STALLS 46 STALLS 18 STALLS MU-II REQUIRED BUILDING SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): MU-II REQUIRED LANDSCAPE SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): ALLOWABLE MAX. HEIGHT: ALLOWABLE LOT COVERAGE: MU-II REQUIRED PARKING TOTAL STALLS: EV CAPABLE: EV CHARGING STATIONS: 0 FT 10 FT 0 FT 10 FT 20 FT 8 FT 5 FT 8 FT 60 FT 50% 0 STALLS 0 STALLS 0 STALLS THE APPLICANT PROPOSES THE DEMOLITION OF THE EXISTING OFFICE BUILDING, AND DEVELOPMENT OF A NEW 181,500 SF, SINGLE-STORY (56'-0”) PARCEL DELIVERY FACILITY AT THE SITE (THE "PROJECT"). THE PROJECT IS COMPRISED OF APPROXIMATELY 163,350 SF OF WAREHOUSE SPACE WHERE PACKAGES WOULD BE DELIVERED BY LINE HAUL TRUCKS, SORTED, LOADED ON TO DELIVERY VANS AND DELIVERED TO THEIR FINAL DESTINATIONS. AN ADDITIONAL 18,150 SF WOULD BE USED FOR ACCESSORY OFFICE AND AMENITY SPACE FOR EMPLOYEES OF THE FACILITY. THE PROJECT WOULD INCLUDE ONSITE EMPLOYEE AND DELIVERY VAN PARKING STALLS. SHEET INDEX CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS MAIN OCCUPANCY S-1 S 75'-0" 3 STORY 50'-4" 1 STORY

SPRINKLER

CONDITION
(TABLE 504.3)

ALLOWABLE

BUILDING HEIGHT

IN FEET
(TABLE 504.3)

ALLOWABLE

NUMBER OF

STORIES ABOVE

GRADE PLANE

PROPOSED

BUILDING

HEIGHT IN FEET

SPRINKLER

CONDITION
PROPOSED TOTAL BUILDING AREA______________________________________________________181,500 SFMOST RESTRICTIVE OCCUPANCY______________________________________________________ S-1 ALLOWABLE BUILDING HEIGHT ALLOWABLE BUILDING HEIGHT UNLIMITED AREA ALLOWED PER 507.4 W/ AUTOMATIC SPRINKLER AND OPEN YARDS GREATER THAN 60 FEET ON ALL SIDES P 949.660.9128 10 EDELMAN IRVINE, CA 92618 TIM REED [email protected] ARCHITECT CIVIL ENGINEERNOAH RAMOS [email protected] P 949.660.9128 10 EDELMAN IRVINE, CA 92618 ENTITLEMENTS REQUESTED · PLAN REVIEW FOR DEVELOPMENT IN THE M-I AND MU-II ZONES PURSUANT TO CITY OF BREA CITY CODE ("BCC") SECTION 20.408.040 · VESTING TENTATIVE PARCEL MAP NO 2022-193 FOR A PROPOSED SUBDIVISION ON THE SITE PURSUANT TO BCC SECTION 18.36 · OTHER DISCRETIONARY AND MINISTERIAL PERMITS AND APPROVALS THAT MAY BE DEEMED NECESSARY, INCLUDING, BUT NOT LIMITED TO, TEMPORARY STREET CLOSURE PERMITS, GRADING PERMITS, BUILDING PERMITS, SIGN PERMITS, AND TREE REMOVAL PERMITS CHAPTER 3 - USE & OCCUPANCY CLASSIFICATION OCCUPANCY SECTION USE PROPOSED AREA (SF) S-1 / STORAGE (311) MAIN OCCUPANCY SEE ALLOWABLE AREA BELOW B / BUSINESS (304) SEPARATED OCCUPANCY SEE ALLOWABLE AREA BELOW A-2 / ASSEMBLY (303) ACCESSORY OCCUPANCY SEE ALLOWABLE AREA BELOW SHEET 07.14.2023 IRV21-5032-00 TITLE PAGE 275 Valencia Ave. Brea, CA 92823 1 1. TITLE SHEET 2. EXISTING SITE PLAN 3. SITE PLAN 4. CONCEPTUAL SECTION @ NASA ST 5. PARKING EXHIBIT 6. PEDESTRIAN ACCESS, FENCING AND RETAINING WALL PLAN 7. AREA PLAN 8. EXISTING GROUND LEVEL FLOOR PLAN 9. EXISTING LEVEL 2 FLOOR PLAN 10. EXISTING LEVEL 3 FLOOR PLAN 11. PARTIAL CONCEPTUAL FLOOR PLAN 12. PARTIAL CONCEPTUAL FLOOR PLAN 13. BUILDING SECTIONS 14. CONCEPTUAL ELEVATIONS 15. ROOF PLAN 16. DOOR SCHEDULE AND TYPES 17. WINDOW SCHEDULE AND TYPES 18. DETAILS 19. CONCEPTUAL SIGNAGE DETAILS 20. CONCEPTUAL SIGNAGE DETAILS 21. CONCEPTUAL SIGNAGE DETAILS 22. CONCEPTUAL SIGNAGE DETAILS 23. CONCEPTUAL SIGNAGE DETAILS 24. CONCEPTUAL SIGNAGE DETAILS 25. PERSPECTIVE VALENCIA VIEW 26. PERSPECTIVE VALENCIA VIEW 27. PERSPECTIVE VALENCIA VIEW 28. PERSPECTIVE VALENCIA VIEW 29. PERSPECTIVE VALENCIA VIEW 30. PERSPECTIVE VALENCIA VIEW 31. PERSPECTIVE NORTH ELEVATION 32. PERSPECTIVE SOUTH ELEVATION 33. PERSPECTIVE NASA VIEW 34. PERSPECTIVE SURVEYOR VIEW 35. MATERIAL BOARD 36. CONCEPTUAL PHOTOMETRIC PLAN L-0 LANDSCAPE TITLE SHEET L-1 EXISTING TREE AND SHRUB PLAN L-2 PLANTING ENLARGEMENT PLAN L-4 PLANTING ENLARGEMENT PLAN L-5 CONCEPTUAL IRRIGATION PLAN L-6 PLANTING IMAGES L-7 VALENCIA SECTION L-8 VALENCIA SECTION C1.0 GRADING & DRAINAGE PLAN C1.1 GRADING PLAN & DRAINAGE C1.2 GRADING & DRAINAGE PLAN C1.3 GRADING & DRAINAGE PLAN C2.0 CIVIL SITE PLAN C2.1 CIVIL SITE PLAN C2.2 CIVIL SITE PLAN C2.3 CIVIL SITE PLAN C3.0 CUT & FILL PLAN C3.1 CUT & FILL PLAN C3.2 CUT & FILL PLAN C3.3 CUT & FILL PLAN C4.0 SITE SECTIONS C4.1 SITE SECTIONS C5.0 UTILITY DEMOLITION PLAN C5.1 UTILITY PLAN C5.2 UTILITY PLAN C5.3 UTILITY PLAN C5.4 UTILITY PLAN C5.5 NOTES 2 ALTA/ NSPS LAND TITLE SURVEY 50'-4" FT

EXISTING BUILDING
(TO BE DEMOLISHED)

VALENCIA AVENUE

NASA STREET

EXISTING BUILDING
(TO BE DEMOLISHED) NORTH SHEET 05.17.2022 IRV21-5032-00 Existing Site Plan 275 Valencia Ave. Brea, CA 92823 2 0 30 60 150 300 1" =60' EXISTING PHOTO 1 EXISTING PHOTO 2 EXISTING PHOTO 3 EXISTING PHOTO 4 EXISTING PHOTO 5 726'
139'
49'
48'
72'
42'
53'
50' TYP.
64'
53'
49'
24'
24' 84'
40' CLEAR
40' CLEAR
40' CLEAR
24'
50' REQUIRED BUILDING SETBACK
14'
32' 51' 60' PPROPOSED BUILDING SETBACK PROPOSED 18' LANDSCAPE SETBACK 25' PROPOSED LANDSCAPE SETBACK 14'

PROPOSED

LANDSCAPE
SETBACK 38' PROPOSED LANDSCAPE SETBACK 52' PROPOSED LANDSCAPE SETBACK OFFICEPROPOSED DELIVERY STATION BUILDING ±181,500 GSF SURVEYOR NASA

VALENCIA
49'
32'
32'
32'
26'
35'
26'
26'
32'
61' 48 13 39 38 39 42 45 48 49 40 32 22 44 40 44 44 44 44 44 36 36 36 36 36 29 25 2 15 16 27 32' 32' 32' 32' 32' 32' 26' R50' R48' 2' 4 TRAILER SPACES 45 VAN LOADING 45 VAN LOADING EMPLOYEE BREAK SHELTER NEW ELECTRICAL EQUIPMENT & TRANSFORMER RIDE SHARE SHELTER TRASH ENCLOSURE MONUMENT SIGNAGE, TYP. SHORT TERM BICYCLE PARKING (5 MIN.) EV CAPABLE STALLS (46 TOTAL) NEW FIRE HYDRANT, TYP. EXISTING DRIVEWAY APPROACH TO WIDEN EXISTING DRIVEWAY TO REMAIN EXISTING DRIVEWAY TO REMAIN EXISTING DRIVEWAY TO CLOSE NEW DRIVEWAY - REFER TO CIVIL NEW DRIVEWAY - REFER TO CIVIL EXISTING FIRE HYDRANT, typical EXISTING LIGHT POLE TO REMAIN, typical EXISTING DRIVEWAY TO CLOSE 2 VAN PROBLEM SOLVE SPACES 2 VAN PROBLEM SOLVE SPACES EXISTING ART STRUCTURE TO REMAIN VISIBILITY TRIANGLE, TYP. ENHANCED PAVING AT ALL DRIVEWAYS ASSOCIATE LOT SIGNAGE, TYP. ASSOCIATE STALLS MARKED WITH VISITOR SIGNAGE 2.25 INCHES HIGH 1 FT WIDE BY 11 FT LONG SPEED BUMP , typical EXISTING BUILDING, NOT IN SCOPEEXISTING BUILDING, NOT IN SCOPE EXISTING BUILDING, NOT IN SCOPE EV CHARGING STALLS - LEVEL 2 / DCFC (16 TOTAL) BATTERY STORAGE 23' 34' 18'
53' TRUCK CIRCULATION EXIT OFF PROPERTY CARPOOL STALLS (37 TOTAL) SURVEYOR TRAIL IMPROVEMENT BY OTHERS (SHOWN IN GRAY) 11' TYP. 9' TYP. 18' TYP. 32' 44' 32' 60' 22' 12' 17' 13' EXISTING BUILDING, NOT IN SCOPE 5' 5' 32'
32'
32'
32'
32' FUTURE HEAVY-DUTY EV CHARGING STALLS, TYP. (13 TOTAL) FUTURE MEDIUM-DUTY EV CHARGING STALLS, TYP. (90 TOTAL) CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLEEV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV EV CAPABLE EV WH R R C6 L13 L12 C5 C4 L11 C3 C2 L10 L9 L8 L7 L6 L5 L4 C1 L3 L2 L1 L15 L14 PROPERTY LINE, TYP. STANDARD & VAN ACCESSIBLE EV CHARGING STALLS - LEVEL 2 / DCFC (2 TOTAL) ZONE: M-I ZONE: MU-II 13'
70'
70'
43'
252' LONG TERM BICYCLE LOCKERS (6 MIN.) 0 30 60 150 300 NORTH 1" =60' TRAILER CIRCULATION DELIVERY VAN CIRCULATION ASSOCIATE CIRCULATION SHEET 09.05.2024 IRV21-5032-00 Site Plan 275 Valencia Ave. REV 12 Brea, CA 92823 3 400 410 420 400 410 420 10+00 10+50 11+00 11+50 W'LY PL E'LY PL NASA ST CL 30' 30' SUBJECT PROPERTY (E) CURB LINE (E) 2-10' LANES(E) 2-10' LANES 18' 3 1 10' 2 6' (N) 3.5' MAX HT WALL (N) 10'W AC TRAIL CL I BIKE LANE -4:1 FG, TYP EG, TYP (N) 5'W PCC WALK TRAIL LIGHTING WHERE OCCURS VALENCIA AVENUE ROW:92' SURVEYOR AVENUE ROW:60' NASA STREET ROW:60' KEY MAP SCALE: 1" = ' N.T.S 0 SCALE: Hor: 1" = SCALE: Vert: 1" = 10 20 40 20' 10' 2 PROJECT NAME: JOB NO.: SHEET DRAWN: PA/PM: SCALE: DATE : 10 edelman p 949.660.9128 irvine, ca 92618 waremalcomb.com CIVIL ENGINEERING & SURVEYING DJT4 CONCEPTUAL SECTION @ NASA ST IRV21-5032 04.04.2024 4 SECTION 2-2 NASA ST 1 (E) EASEMENT FOR UNDERGROUND COMMUICATION UTILITIES 2 (E) EASEMENT FOR ELECTRICAL LINES 3 PROPOSED LANDSCAPE SETBACK NASA STREET (ROW:60' ) SURVEYOR AVENUE (ROW:60' ) VALENCIA AVENUE (ROW:100' ) 2 CONCEPTUAL OFFICE
PROPOSED DELIVERY STATION BUILDING ±181,500 GSF

SURVEYOR
NASA
VALENCIA 48 13 39 38 39 42 45 48 49 40 32 22 44 40 44 44 44 44 44 36 36 36 36 36 29 25 2 15 16 27 CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLEEV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV EV CAPABLE EV 13' 0 5 10 20 50 NORTH 1" =10' SHEET 07.14.2023 IRV21-5032-00 Parking Exhibit 275 Valencia Ave. REV 11 Brea, CA 92823 5 CATEGORY PROVIDED ASSOCIATE LOT VAN LOT TOTAL VAN PARKING (11'X24') 757 LOADING & STAGING AREA VAN STAGING SPACES* 90 VAN LOADING SPACES 90 TRUCK YARD LOADING DOCK SPACES 13 TRAILER PARKING SPACES (INCL. HOSTLER) 4 *VAN STAGING ALSO REFERRED TO AS VAN QUEUEING TOTAL ASSOCIATE LOT PARKING 304 ADA PARKING 8 EV LIGHT-DUTY CAPABLE PARKING 46 EV CHARGING PARKING 18 EV CHARGING ADA PARKING 2 VISITOR PARKING NOTE: THIS SITE IS NOT INTENDED TO BE PUBLIC FACILITY, HOWEVER, IS NOT GATED OR A CONTROLLED ACCESS CAMPUS. SIGNAGE IDENTIFIED ON THIS PLAN WILL PROVIDE WAYFINDING FOR RARE/ERRANT VISITORS TO PARK IN SELECT IDENTIFIED ASSOCIATED PARKING STALLS. CARPOOL / VANPOOL PARKING 37 EV MEDIUM-DUTY CAPABLE PARKING 90 EV HEAVY-DUTY CAPABLE PARKING 13 OFFICE
PROPOSED DELIVERY STATION BUILDING ±181,500 GSF

SURVEYOR
NASA
VALENCIA 48 13 39 38 39 42 45 48 49 40 32 22 44 40 44 44 44 44 44 36 36 36 36 36 29 25 2 15 16 27 EXISTING DRIVEWAY APPROACH TO WIDEN EXISTING DRIVEWAY TO REMAIN EXISTING DRIVEWAY TO REMAIN NEW DRIVEWAY - REFER TO CIVIL NEW DRIVEWAY - REFER TO CIVIL EXISTING DRIVEWAY TO CLOSE ENHANCED PAVING AT ALL DRIVEWAYS ASSOCIATE LOT SIGNAGE, TYP. ASSOCIATE STALLS MARKED WITH VISITOR SIGNAGE 2.25 INCHES HIGH 1 FT WIDE BY 11 FT LONG SPEED BUMP , typical EXISTING BUILDING, NOT IN SCOPEEXISTING BUILDING, NOT IN SCOPE EXISTING BUILDING, NOT IN SCOPE CARPOOL STALLS (37 TOTAL) EXISTING BUILDING, NOT IN SCOPE CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLEEV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV EV CAPABLE EV 13'
(E) CHAIN LINK FENCING
323 LF (N) RETAINING WALL. MAX HT 0.5' BREAK IN WALL FOR PATH OF TRAVEL (E) HEDGING 658 LF (N) RETAINING WALL. MAX HT 2.5'' 409 LF (N) RETAINING WALL. MAX HT 2.5'' 453 LF (N) RETAINING WALL. MAX HT 3.5'' 142 LF (N) RETAINING WALL. MAX HT 3.5'' 235 LF (N) RETAINING WALL. MAX HT 3.5'' 192 LF (N) RETAINING WALL. MAX HT 3.5'' 114 LF (N) RETAINING WALL. MAX HT 3.5'' (N) 7FT HIGH TUBULAR STEEL FENCE PROPERTY LINE, TYP. ZONE: M-I ZONE: MU-II 50' REQUIRED BUILDING SETBACK (M-I ZONE) ZONE: M-I ZONE: MU-II 14'
REQUIRED 10' SETBACK
10'

REQUIRED

SETBACK
0' REQUIRED BUILDING SETBACK (MU-II ZONE) 0 30 60 150 300 NORTH 1" =60' SHEET 07.14.2023 IRV21-5032-00 Pedestrian Access / Fencing and Retaining Wall Plan 275 Valencia Ave. REV 11 Brea, CA 92823 6 ACCESSIBLE PATH OF TRAVEL LEGEND MIN. 3FT TALL HEDGE TO SCREEN PARKING. REFER TO LANDSCAPE DRAWINGS MIN. 7FT TALL HEDGE TO SCREEN BUILDING. REFER TO LANDSCAPE DRAWINGS RETAINING WALL (HEIGHT PER PLAN). FINISH TO BE SPLIT FACE CMU OR APPROVED EQUAL EXISTING CHAIN LINK FENCING TO REMAIN TUBULAR STEEL FENCING SIGNAGE KEYNOTES 5 MPH SPEED LIMIT SIGN STOP SIGN PEDESTRIAN CROSSING SIGN RIDESHARE DROP OFF & PICK UP SIGN WAYFINDING SIGN MONUMENT SIGNMAX. 30" TALL HEDGE TO SCREEN PARKING. REFER TO LANDSCAPE DRAWINGS OFFICE
PROPOSED DELIVERY STATION BUILDING ±181,500 GSF

SURVEYOR
NASA
VALENCIA 48 13 39 38 39 42 45 48 49 40 32 22 44 40 44 41 44 44 44 36 36 36 36 36 29 25 2 15 16 27 EXISTING DRIVEWAY APPROACH TO WIDEN EXISTING DRIVEWAY TO REMAIN EXISTING DRIVEWAY TO REMAIN NEW DRIVEWAY - REFER TO CIVIL NEW DRIVEWAY - REFER TO CIVIL EXISTING DRIVEWAY TO CLOSE ENHANCED PAVING AT ALL DRIVEWAYS ASSOCIATE LOT SIGNAGE, TYP. ASSOCIATE STALLS MARKED WITH VISITOR SIGNAGE 2.25 INCHES HIGH 1 FT WIDE BY 11 FT LONG SPEED BUMP , typical EXISTING BUILDING, NOT IN SCOPEEXISTING BUILDING, NOT IN SCOPE EXISTING BUILDING, NOT IN SCOPE CARPOOL STALLS (37 TOTAL) EXISTING BUILDING, NOT IN SCOPE CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY CARPOOL ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLEEV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV EV CAPABLE EV 0 30 60 150 300 NORTH 1" =60' SHEET 07.10.2023 IRV21-5032-00 Area Plan 275 Valencia Ave. REV 12 Brea, CA 92823 7

Women's
M.R.R.

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Women's Women's
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LRR
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12 56 34 9 10 78 15 13 14 11 12
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M.R.R.
14 MRR
13 9
B of A Brea 1st floor
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SCALE: 1" = 20' + Existing Building - Ground Level Floor Plan 12.16.2022 8 275 Valencia Ave. Brea, CA 92823 NORTH IRV21-5032-00 SHEET 08.21.2023 SHEET 275 Valencia Ave. IRV21-5032-00 Brea, CA 92823
O

M.R.R.

Women's
Patio
Men's
Patio
Women's
Women's Women's
M.R.R. MRR
Women's
610
Cafeteria
Kitchen
8 Cafeteria
Women's
MRR
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Courier Dock Courier Dock
M.R.R.

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SCALE: 1" = 20' + Existing Building - Level 2 Floor Plan 12.16.2022 9NORTH 08.21.2023
SHEET 275 Valencia Ave. IRV21-5032-00 Brea, CA 92823
O O

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B of A Brea 3rd floor
Women's
Women's
SCALE: 1" = 20' + Existing Building - Level 3 Floor Plan 12.16.2022 10 NORTH 08.21.2023 WH 7 8 9 10 11 12 13 14 15 726'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 43'-0" 70'-0" LOBBY 121 DEMARC ROOM 113 ELECTRICAL 116 FIRE PUMP 117 BREAK ROOM 111 WOMEN'S RESTROOM 104 WOMEN'S RESTROOM 105 MEN'S RESTROOM 106 TRAINING ROOM 108 NEW MOTHER'S ROOM 126 JANITOR 125 OFFICE 128 MULTI-FAITH 120 ABLUTION 123 AMA-ZONE 110 CIRCULATION 114 CIRCULATION 120A EXTERNALIZED MDF 115 SCRUBBER 129 STOR 107S STOR 104S STOR 106S ENTRY/EXIT 101 DW ROOM 144 WAREHOUSE 145 MEN'S RESTROOM 107 LOCKERS 109 LOCKERS 112 WELLNESS CENTER 124 CB A

MATCHLINE MATCHLINE
30'-5"
37'-9" 37'-11"
121'-6" 68'-11"
30'-3"
189'-4" 70'-7" 85'-2" PACKAGE HANDLING AREA WINDOWS AT FRONT ENTRANCE TO BE RECESSED SINGLE PANEL DEPTH (8" IN TOTAL) ENTRY LOUVERED SCREEN TO BE 10FT IN DEPTH BUILDING ENTRY TO BE ACCESSIBLE CORNER TO POP OUT 18" FROM ADJACENT PANEL CORNER TO POP OUT 18" FROM ADJACENT PANEL 85'-2" 85'-2" NORTH 0 8' 16' 32' 64' 1/16"=1'-0" REQUIRED EXIT FIRE DEPARTMENT ACCESS. LEGEND WINDOW TAG. REFER TO WINDOW SCHEDULE SHEET 09.05.2024 IRV21-5032-00 Conceptual Partial Floor Plan 275 Valencia Ave. REV 12 Brea, CA 92823 11 DEFGJKLH 1 2 3 4 5 6 7 8 9 CDEFGJBAKL 726'-0" 63'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 250'-0" BREAKROOM N 138 WOMEN'S RESTROOM 137 MEN'S RESTROOM 136 WAREHOUSE 145 TRUCKER RESTROOM 155

MATCHLINE MATCHLINE
16'-10" 7'-5" PACKAGE HANDLING AREA ACCESSIBLE PATH OF TRAVEL H 85'-2" 85'-2" 85'-2" 85'-2" NORTH 0 8' 16' 32' 64' 1/16"=1'-0" REQUIRED EXIT FIRE DEPARTMENT ACCESS. LEGEND SHEET 09.05.2024 IRV21-5032-00 Conceptual Partial Floor Plan 275 Valencia Ave. REV 12 Brea, CA 92823 12 FIRST FLOOR0" 1 2 3 4 5 6 7 8 T/PANEL 44' - 6" T/STRUCTURE 36' - 0" TRUCK DOCK -4' - 0" B/STRUCTURE 32' - 0" 63'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 32'-0"
CLEAR
MATCHLINE FIRST FLOOR0" 8 9 10 11 12 13 14 15 T/PANEL 44' - 6" T/STRUCTURE 36' - 0" B/STRUCTURE 32' - 0" 32'-0"
CLEAR 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 43'-0" 70'-0"
MATCHLINE FIRST FLOOR0" T/PANEL 44' - 6" T/STRUCTURE 36' - 0" H G F E D C B/STRUCTURE 32' - 0" K J B A 45' - 1" 14'-0" 48'-0" 53'-0" 48'-0" 53'-0" 48'-0" 14'-0" 45' - 1" 32'-0"
CLEAR 59' - 1" 250'-0" 59' - 1"
14'-0"
CLEAR
14'-0"
CLEAR SHEET IRV21-5032-00 Sections 275 Valencia Ave. Brea, CA 92823 0 8'' 16'' 32'' 64'' 1/16"=1'-0" BUILDING SECTION - EAST/WEST BUILDING SECTION - EAST/WEST BUILDING SECTION - NORTH / SOUTH

08.21.2023 12.16.2022 13
PAGE
DJT4 - AMZL BREA BTS 04.16.2025
BREA, CA - IRV21-5032-00

CONCEPTUAL ELEVATIONS
1 HIGH PERFORMANCE GLAZING

VIRTRO SOLAR BLUE
2 LOUVER SYSTEM

WOOD TONE COLOR
3 PAINT
RIVERS EDGE - SW 7517
4 PAINT (PT-1)
HIGH REFLECTIVE WHITE - SW 7757
5 PAINT (PT-2)
MEXICAN SAND - SW 7519
6 ALUMINUM MULLION

DARK BRONZE ANODIZED
7 SPANDREL

TOP OF PARAPET
44’-6”

TOP OF CANOPY
18’-4”

FINISH GRADE
0’-0”

TOP OF PARAPET
44’-6”

TOP OF CANOPY
18’-4”

FINISH GRADE
0’-0”

TOP OF PARAPET
50’-4”

TOP OF PARAPET
44’-6”

TOP OF CANOPY
18’-4”

FINISH GRADE
0’-0”

TOP OF PARAPET
50’-4”

TOP OF PARAPET
44’-6”

TOP OF CANOPY
18’-4”

FINISH GRADE
0’-0”

WEST ELEVATION
SCALE: 20’ = 1’-0”

NORTH ELEVATION
SCALE: 20’ = 1’-0”

EAST ELEVATION
SCALE: 20’ = 1’-0”

SOUTH ELEVATION
SCALE: 20’ = 1’-0”
680’-0”
75’-0”
4 6
4 5
5 3
3 3
3 4 5 5
4 3 9 3 2 7 1 5 3 9 3
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
142
NORTH SHEET 07.14.2023 IRV21-5032-00 Roof Plan 275 Valencia Ave. Brea, CA 92823 0 16'' 32'' 64'' 128'' 1/32"=1'-0" 15 11 22 1515 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 C C D D E E F F G G H H B B A A J J K K 726'-0" 63'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 43'-0" 70'-0" 726'-0" 63'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 43'-0" 70'-0" PARAPET HEIGHT: 44' - 6" 59' - 1" 250'-0" 59' - 1"
45' - 1" 14'-0" 48'-0" 53'-0" 48'-0" 53'-0" 48'-0" 14'-0" 45' - 1" 59' - 1" 250'-0" 59' - 1"
45' - 1" 14'-0" 48'-0" 53'-0" 48'-0" 53'-0" 48'-0" 14'-0" 45' - 1" 1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0" 38' - 0" B/DECK TYP G 39' - 3" B/DECK TYP F 40' - 3" B'DECK TYP E 39' - 0" B/DECK TYP D RIDGE RIDGE RIDGE 37' - 9" B/DECK TYP C 36' - 9" B/DECK TYP H ROOF-MOUNTED MECHANICAL EQUIPMENT 6' - 9" PARAPET HEIGHT 4' - 3" PARAPET HEIGHT 7' - 9" PARAPET HEIGHT ARCHITECTURAL PROJECTION TO BE FINISHED ON ALL FOUR SIDES ARCHITECTURAL PROJECTION TO BE FINISHED ON ALL FOUR SIDES. 7'-0" 7'-0"
7'-0" 11'-0"
WH R R 7'-0" 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN. LEGEND CALCULATIONS MECHANICAL EQUIPMENT TABLE SOLAR PANEL READINESS SOLAR READY ROOF AREA = 163,350 (ROOF AREA) X 15.0% = 24,503 REQUIRED (ROOF AREA) X 15.0% = 26,100 PROVIDED 11'-0" SEE SCHEDULE STOP F1 SINGLE FRAME SEE SCHED.

SEE SCHEDULE STOP F2 PAIR FRAME SEE SCHED. RABBETED JAMB F3 STOREFRONT SEE A5.13 FOR RELITE ELEVATIONS 2" 2" 2"
SEE SCHEDULE SEE SCHED. 5" 2' - 2" 5"

SEE SCHEDULE
10" MIN
5' - 9" 5" 1/2" CLEAR TEMPERED GLASS ALUMINUM / GLASS STOREFRONT SEE SCHED.

SEE SCHEDULE
A1 - HM (18 GA) A2 - WD A3 - DOUBLE FLUSH FLUSH PANEL SEE SCHED. OVERHEAD STEEL SECTIONAL INSULATED DOOR SEE SCHED.

SEE SCHEDULE 2' - 0"
6" NOTE: VISION PANEL SHOWN SCHEMATICALLY OVERHEAD STEEL COILING DOOR (EXTERIOR MOUNT). SEE SCHEDULE HIGH SPEED FABRIC ROLL UP DOOR (INTERIOR MOUNT). SEE SCHEDULE SEE SCHEDULE SEE SCHED.
2' - 10" 3' - 6" 6" 6" PROVIDE KICK PLATES WHERE NOTED IN HARDWARE SCHEDULE 2' - 6" CONT. RATED ASTRAGAL SECURITY LATCH PROTECTOR WHERE NOTED IN HARDWARE SCHEDULE SEE SCHED. SEE SCHED. 2' - 6" PROVIDE KICK PLATES WHERE NOTED IN HARDWARE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE
SEE SCHEDULE FLUSH PANEL HALF LITE SEE SCHED.
2' - 10" 3' - 6" 6" 6"
SEE SCHEDULE NARROW VISION PANEL SEE SCHED.
2' - 3" 3' - 7" RELITE T
2' - 6" T 6" A BB1 - HM (18 GA) B2 - WD C E1 - HM (18 GA) E2 - WD (NOT USED) FLUSH PANEL W/ IMPACT E RESISTANT RATED HALF LITE G1 - SINGLE ALUMINUM/GLASS STOREFRONT G2 - DOUBLE ALUMINUM/GLASS STOREFRONT G H J K 4" SEE SCHED. SECURITY LATCH PROTECTOR WHERE NOTED IN HARDWARE SCHEDULE PROVIDE KICK PLATES WHERE NOTED IN HARDWARE SCHEDULE T T T T C1 - HM (18 GA) C2 - WD CLF1 SINGLE FRAME SEE SCHEDULE GATE SWING DOOR SEE SCHED. CL1
SEE SCHEDULE GATE SLIDING DOOR SEE SCHED. CL2
SEE SCHED. SEE SCHED. CL3 SEE SCHED.

SEE SCHEDULE
10" EXIT DEVICE AND MOUNTING PLATE MOUNTING PLATE FOR CLOSER MIN. SMOOTH

SURFACE,
PUSH SIDE GATE EXIT DEVICE DOOR FRAME TYPES DOOR TYPES FENCE FRAME AND DOOR TYPES SHEET IRV21-5032-00 Door Schedule and Types 275 Valencia Ave. Brea, CA 92823

08.21.2023 12.16.2022 16
FIRST FLOOR 0" EQ EQ EQ B/FRAME B/MULLION T/FRAME B/MULLION 3'-0" 4'-1" 2'-11" CL CL CL EQ FIRST FLOOR 0" EQ EQ SEE DOOR SCHEDULE B/FRAME B/MULLION T/FRAME B/MULLION 3'-0" 4'-1" 2'-11" T T CL CL CL T T SEE DOOR SCHEDULE TT T T T T 3'-0" EQ
4'-1" 2'-11" LC B/MULLION T/FRAME B/MULLION B/FRAME 0" FIRST FLOOR EQ4'-1" FIRST FLOOR 0" B/FRAME B/MULLION T/FRAME B/MULLION CL CL 2'-11" 4'-1" EQ EQ EQ4'-1" 2'-11" B/MULLION FIRST FLOOR 0" EQ EQ EQ EQ SEE DOOR SCHEDULE 1'-0" B/FRAME B/MULLION T/FRAME B/MULLION TT T 3'-0" 4'-1" 2'-11" CL CL CL CL CL T T B/MULLION4'-1" FIRST FLOOR 0" B/FRAME B/MULLION T/FRAME B/MULLION CL CL CL 2'-11" 4'-1" EQ EQ EQ EQ4'-1" 2'-11" B/MULLION EQ CL
3'-1" EQ
4'-1" 2'-11" LC B/MULLION T/FRAME B/MULLION B/FRAME 0" FIRST FLOOR EQ4'-1" TT T T B/MULLION FIRST FLOOR 0" EQ EQ SEE DOOR SCHEDULE B/FRAME B/MULLION T/FRAME B/MULLION 3'-0" 4'-1" 2'-11" T T CL CL CL TT T EQ 1/4" = 1'-0" WINDOW TYPE A 1/4" = 1'-0" WINDOW TYPE B 1/4" = 1'-0" WINDOW TYPE C 1/4" = 1'-0" WINDOW TYPE D 1/4" = 1'-0" WINDOW TYPE E 1/4" = 1'-0" WINDOW TYPE F 1/4" = 1'-0" WINDOW TYPE G 1/4" = 1'-0" WINDOW TYPE H SHEET 09.05.2024 IRV21-5032-00 Conceptual Window Schedule and Types 275 Valencia Ave. REV 12 Brea, CA 92823 17 TT T PAINTED STEEL GATE CMU WALL TRASH BINS. TYPICAL 6'-3" x 4'-1", VERIFY WITH LOCAL JURISDICTION SLOPE
FT. MIN.
1/8" PER 11'-0"
8'-6" 15'-6"
13'-0"
SLOPE

8.3% MAX. 6" HIGH CONCRETE PLATFORM TRASH ENCLOSURE ELEVATIONS, SEE CONCRETE CURB, WHERE OCCURS -D- -B- -A- -C- SECTION 2" O.D. STD. STEEL GALVANIZED PIPE PRIMED AND PAINTED EMBEDDED MOUNTING CONCRETE PAVING SEE CIVIL DWGS. 2" O.D. STD. STEEL GALVANIZED PIPE PRIMED AND PAINTED PLAN 10 1/4" 3'-0" 1'-10" 5'-10" CONCRETE PAVING SEE CIVIL DWGS. 2'-0" 1'-10" 2'-0"5'-10" 2'-11" 2'-11" 5'-10" WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORD "NO PARKING" IN 12" HIGH LETTERS MIN. NOTE: PAINT DIRECTIONAL ARROWS AT DRIVEWAY AND ENTRY PARKING AS REQUIRED PER CITY STANDARDS 0" CONCRETE CURB CONCRETE CURB CONCRETE WHEEL STOP 4" WIDE STRIPE PAINTED BLUE 4" WIDE DOUBLE STRIPING PER CITY STANDARDS. PAINTED WHITE, TYP. NO PARKING 2'-0" . 19'-0" TYP 3'-0"ACCESSIBLE STALL 9'-0" 8'-0" @ VAN 9'-0" 5'-0" TYP. REGULAR STALL . 17'-0" VEGETATION CONCRETE PEDESTRIAN WALKWAY "A" FLOOR PLAN "B" ELEVATION "A" ELEVATION "B" BENCH/BACKREST 7'-0" 7'-8"
7'-0" 14'-5" 14'-0"
7'-8" TEMPERED GLAZING PAINTED STEEL FRAME CONCRETE FLOOR 5'-0" MIN. CLEAR 48"x30" EDGE OF CURB 96"x60" BUS BOARDING AND ALIGHTING AREA CONCRETE PATH CMU WALL STUCCO FINISH WITH PAINT WALLS TO MATCH BUILDING FIELD COLOR FINISH SURFACE, SEE CIVIL DRAWINGS. CORRUGATED METAL ROOFING, SLOPE 1/4" PER FOOT STEEL TUBE, 6'-0" 2'-6" -A- -C- METAL GUTTER 4"x4" METAL DOWNSPOUT 1'-0" 2 1/2" PREFABRICATED RUBBER SPEED BUMP SIDE ELEVATION FRONT ELEVATION PLAN VIEW SCALE: 1/4" = 1'-0" 5 TRASH ENCLOSURE PLAN SCALE: 1/2" = 1'-0" 1 SHORT TERM BIKE RACK SCALE: 1/8" = 1'-0" 4 TYPICAL PARKING STALLS SCALE: 3/8" = 1'-0" 6 PREFABRICATED RIDESHARE SHELTER SHEET 12.16.2022 IRV21-5032-00 DETAILS 275 Valencia Ave. Brea, CA 92823SCALE: 3/8" = 1'-0" 3 TRASH ENCLOSURE ELEVATIONS SCALE: 3" = 1'-0" 2 SPEED BUMP SCALE: 3/8" = 1'-0" 7 PREFABRICATED SHORT-TERM BIKE SHELTER 18 19 20
21 22
23 24
AERIAL
PAGE 25 DJT4 - AMZL BREA BTS 04.22.2025
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.

VALENCIA VIEW
PAGE
26 DJT4 - AMZL BREA BTS 04.22.2025
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.

PERSPECTIVE VIEW_VALENCIA VIEW
PAGE
27 DJT4 - AMZL BREA BTS 04.22.2025
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.

PERSPECTIVE VIEW_VALENCIA VIEW
PAGE
28 DJT4 - AMZL BREA BTS 04.22.2025
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
5 YEAR - AERIAL
PAGE
29 DJT4 - AMZL BREA BTS 04.22.2025
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
5 YEAR - VALENCIA VIEW
PAGE
30 DJT4 - AMZL BREA BTS 04.22.2025
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
5 YEAR - PERSPECTIVE VIEW_VALENCIA VIEW
PAGE
31 DJT4 - AMZL BREA BTS 04.22.2025
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.
5 YEAR - PERSPECTIVE VIEW_

VALENCIAVIEW
PAGE
32 DJT4 - AMZL BREA BTS 04.22.2025
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification.

NASA VIEW
PAGE
DJT4 - AMZL BREA BTS 12.22.2023
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. 33
5 YEAR -
PERSPECTIVE VIEW_SURVEYOR VIEW
PAGE
DJT4 - AMZL BREA BTS 01.15.2024
BREA, CA - IRV21-5032-00
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. PAGE 34 5 YEAR -
PAGE
DJT4 - AMZL BREA BTS 03.28.2024
BREA, CA - IRV21-5032-00

DARK BRONZE ANODIZED

ALUMINUM MULLIONS
8 MATERIAL BOARD This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. 35

HIGH PERFORMANCE GLAZING
2 3 4
VITRO

SOLARBLUE
1 2 3 2 3 4 4

HIGH REFLECTIVE
WHITE
SW 7757
PT-1

RIVERS EDGE
SW 7517
PT-2

MEXICAN SAND
SW 7519
PT-3
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
BIKE PATH 3.0 fc 10.9 fc 0.8 fc 13.6:1 3.8:1BUILDING EXTERIOR 5.8 fc 16.1 fc 0.3 fc 53.7:1 19.3:1CANOPY 10.6 fc 12.9 fc 6.4 fc 2.0:1 1.7:1CANOPY 10.6 fc 12.9 fc 7.2 fc 1.8:1 1.5:1EAST PARKING LOT 1.5 fc 4.7 fc 0.1 fc 47.0:1 15.0:1LOADING DOCK 1.1 fc 2.2 fc 0.5 fc 4.4:1 2.2:1SITE 1.6 fc 14.3 fc 0.0 fc N/A N/AWEST PARKING LOT 1.9 fc 5.4 fc 0.3 fc 18.0:1 6.3:1BEYOND PROP LINE 0.0 fc 0.4 fc 0.0 fc N/A N/A Schedule
Symbol Label
POLE

MOUNTING
HEIGHT
Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage A
20 Lithonia Lighting DSX2 LED P3 40K T5W DSX2 LED P3 40K T5W MVOLT 1 29142 0.9 217 B
5 Lithonia Lighting DSX2 LED P4 40K TFTM DSX2 LED P4 40K TFTM MVOLT 1 33388 0.9 270 D
17 Lithonia Lighting DSX2 LED P2 40K T5W DSX2 LED P2 40K T5W MVOLT 1 24808 0.9 370 E
16 Lithonia Lighting DSX2 LED P1 40K BLC DSX2 LED P1 40K BLC MVOLT 1 15538 0.9 140 F1
114 Lithonia Lighting VCPG LED P5 40K T5R
MVOLT PM NLTAIR2 PIR DNAXD
VCPG LED WITH P5 - PERFORMANCE PACKAGE, 4000K, T5R OPTIC TYPE 1 10497 0.9 82.14
I 9 Lithonia Lighting DSX1 LED P4 40K TFTM WBA DSXW2BBW DSX1 LED P4 40K TFTM MVOLT 1 14487 0.9 125 K
7 Lithonia Lighting DSX1 LED P2 40K 80CRI
T1S
D-Series Size 1 Area Luminaire P2 Performance Package 4000K CCT 80 CRI Type 1 Short 1 9559 0.9 67.79
NoteLIGHTING VENDOR INFORMATION:GC TO CONTACT CITY LIGHTING PRODUCTS AS THE PREFERRED VENDORFOR ALL LIGHTING FIXTURE AND LIGHTING CONTROLS INQUIRIES.MANAGER/PJM: GARY MAGRENI, [email protected], 704-235-3134PJM: DANA BECKHAM, [email protected], 704-235-3136 28FT
28FT
28FT28FT

13.75FT
10FT- 15FT15FT
0 30 60 150 300 NORTH
1" =60'
SHEET

11.22.2022
IRV21-5032-00

CONCEPTUAL TRAIL CONNECTION
275 Valencia Ave.

OPTION 3
Brea, CA 92823 1

EXTENDED POLE BASE

DIAMETERBOLT CENTER
GROUND RODCOPPERWELD3/4"x8'-0"
1 #6 CU GND

POLEELECTRODE CONDUCTOR TO

CONDUCTOR AND GROUNDING
EQUIP. GROUNDING
BOND METAL CONDUIT(S).

BUSHING(S) PER MANUFACTURERHANDHOLE PER MANUFACTURER
WITHIN 4' OF CURB)

AREAS AN IN LANDSCAPED AREAS
(FOR USE IN PAVED VEHICULAR

POLE BASE
FIRST 3 TIES WITHIN TOP 5" OF
WITH #3 TIES @ 6" O.C. LOCATEWITH (6) #6 VERTICAL BARS FOR24" DIA. BASE(8) #6 VERTICAL BARS FOR30" DIA. BASEBARS VERTICAL AND 3000 PSI CONCRETE BASE

DIRECTION AS REQUIRED

CONDUIT, QUANTITY AND

FINISHED GRADE
3/4" CHAMFER ALL AROUND

POLE FINISH

COVER TO MATCH

ANCHOR BOLTS PER MANUFACTURER

POLE PER MANUFACTURER
12"
2" MIN
3'-0"
1 #6 CU GND
2" MAX. NON-SHRINK GROUT
24" DIA. FOR MAX. POLEHEIGHT OF 12'-0"30" DIA. FOR MAX. POLEHEIGHT OF 30'-0" 60" @ 12'-0"TALL POLE72" @ 30'-0"TALL POLE
NOTES:1. CONTRACTOR SHALL PROVIDE FINAL POLE DIMENSIONS AND WIGHT FOR VERIFICATION WITH STRUCTURAL ENGINEER OF RECORD (SEOR) PRIOR TO FOOTING CONSTRUCTION. 3" CLR. TYP.

SCALE: NTS
LIGHTING - POLE BASE DETAILS 1
One Lithonia Way
• Conyers, Georgia 30012
• Phone: 1-800-705-SERV (7378)
• www.lithonia.com
© 2011-2023 Acuity Brands Lighting, Inc. All rights reserved.

DSX1-LED
Rev. 09/05/23

Page 1 of 10 ends

COMMERCIAL OUTDOOR
Ordering Information EXAMPLE: DSX1 LED P7 40K 70CRI T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX1 LED
Series LEDs Color temperature 2 Color Rendering
Index 2 Distribution Voltage Mounting
DSX1 LED Forward optics
P1 P6P2 P7P3 P8P4 P9P5Rotated opticsP10 1 P12 1
P11 1 P13 1
(this section 70CRI only)30K 3000K40K 4000K50K 5000K (this section 80CRI only, extended lead times apply)27K 2700K30K 3000K35K 3500K40K 4000K50K 5000K 70CRI70CRI70CRI80CRI80CRI80CRI80CRI80CRI
AFR Automotive front rowT1S Type I shortT2M Type II mediumT3M Type III mediumT3LG Type III low glare 3T4M Type IV mediumT4LG Type IV low glare 3TFTM Forward throw medium T5M Type V medium
T5LG Type V low glareT5W Type V wideBLC3 Type III backlight control 3
BLC4 Type IV backlight
control 3
LCCO Left corner cutoff 3RCCO Right corner cutoff 3
MVOLT (120V-277V) 4HVOLT (347V-480V) 5,6XVOLT (277V - 480V) 7,8120 16, 26208 16, 26240 16, 26277 16, 26347 16, 26480 16, 26 Shipped includedSPA Square pole mounting
(#8 drilling)
RPA Round pole mounting
(#8 drilling)
SPA5 Square pole mounting
#5 drilling 9
RPA5 Round pole mounting
#5 drilling 9
SPA8N Square narrow pole
mounting #8 drilling
WBA Wall bracket 10MA Mast arm adapter
(mounts on 2 3/8" OD horizontal tenon)
Control options Other options Finish (required)
Shipped installedNLTAIR2 PIRHN nLight AIR gen 2 enabled with bi-level motion / ambient sensor, 8-40’ mounting height, ambient sensor enabled at 2fc. 11, 12, 20, 21 PIR High/low, motion/ambient sensor, 8-40’ mounting
height, ambient sensor enabled at 2fc 13, 20, 21
PER NEMA twist-lock receptacle only (controls ordered
separate) 14
PER5 Five-pin receptacle only (controls ordered separate)14, 21 PER7 Seven-pin receptacle only (controls
ordered separate) 14, 21
FAO Field adjustable output 15, 21BL30 Bi-level switched dimming, 30% 16, 21BL50 Bi-level switched dimming, 50% 16, 21DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) 17 DS Dual switching 18, 19, 21
Shipped installedSPD20KV 20KV surge protectionHS Houseside shield (black finish standard) 22L90 Left rotated optics 1R90 Right rotated optics 1CCE Coastal Construction 23HA 50°C ambient operation 24BAA Buy America(n) Act CompliantSF Single fuse (120, 277, 347V) 26DF Double fuse (208, 240, 480V) 26Shipped separately EGSR External Glare Shield (reversible, field install required, matches housing finish)
BSDB Bird Spikes (field install required)
DDBXD Dark BronzeDBLXD BlackDNAXD Natural AluminumDWHXD WhiteDDBTXD Textured dark bronzeDBLBXD Textured blackDNATXD Textured natural aluminumDWHGXD Textured white D-Series Size 1LED Area Luminaire
Catalog NumberNotesType
IntroductionThe modern styling of the D-Series features a highly refined aesthetic that blends seamlessly with its environment. The D-Series offers the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. D-Series outstanding photometry aids in reducing the number of poles required in area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours.

Hit the Tab key or mouse over the page to see all interactive elements.

H2
L
W
H1
Specifications
EPA: 0.69 ft
2 (0.06 m
2 )
Length: 32.71"
(83.1 cm)
Width: 14.26"
(36.2 cm)
Height H1: 7.88"
(20.0 cm)
Height H2: 2.73"
(6.9 cm)
Weight: 34 lbs
(15.4 kg)
PROVIDE 15FT TALL POLEARCHITECT TO SELECT FINISH FIXTURE K T
T
T
T
S
S
S
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S
D
D
D
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Uk
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MH w
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WA
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C6 C4 L12
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L3 EXISTING TREE LEGEND - REMOVAL SYMBOLS BOTANIC NAME COMMON NAME LAGERSTROEMIA 'NATCHEZ' CRAPE MYRTLE QTY. 223 EXISTING TREE LEGEND - PROTECT IN PLACE SYMBOLS BOTANIC NAME COMMON NAME PLATANUS X ACERIFOLIA LONDON PLANE QTY. 27 POPULUS NIGRA LOMBARDY POPLAR PINUS HALEPENSIS ALEPPO PINE PLATANUS X ACERIFOLIA LONDON PLANE 137962 RHAPHIOLEPIS 'MAJESTIC BEAUTY' MAJESTIC BEAUTY 178 L-1 EXISTING TREE AND SHRUB PLAN DRAWN BY: JOB NO.: PA / PM: SHEET

REMARKS DATE DATE REMARKS
architecture
planning
interiors
graphics
civil engineering
10 edelman
irvine. california 92618
p 949.660.9128
f 949.863.1581
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT KTIRV21-5032-00 / 21167 1 05-18-2022 PLANNING SUBMITTAL
2 01-05-2023 PLANNING RESUBMITTAL
3 08-11-2023 PLANNING RESUBMITTAL
4 01-10-2024 PLANNING RESUBMITTAL
5 04-05-2024 PLANNING RESUBMITTAL
6 06-20-2024 PLANNING RESUBMITTAL
7 07-26-2024 PLANNING RESUBMITTAL
8 04-17-2025 PLANNING RESUBMITTAL
U:\2021\21167\cad\sheets\entitlement\L-1.dwg
Mon, 05 May 2025
Use of the plans and specifications contained
herein shall be restricted to the original site for
which they were prepared; publication thereof is
expressly limited to such use. Reproduction,
publication, or reuse by any method, in whole orin part, without the express written consent of imais prohibited. Title to said plans remains the soleproperty of ima; visual contact shall constitute acceptance of these restrictions. SIGNATURE DATE
5281 california ave
suite 350
irvine, california
92617
949.954.7500
www.imadesign.com KT PLANS CONFORM TO 2022 CALIFORNIA BUILDING CODE. PLANTING PLANS CONFORM SUBSTANTIALLY TO THE CITY OF BREA FIRE DEPARTMENT FUEL MODIFICATION GUIDELINE. IRRIGATION PLANS CONFORM TO THE CITY OF BREA WATER EFFICIENT LANDSCAPE ORDINANCE. PLANS ARE PREPARED FROM CIVIL ENGINEER BACKGROUND DATED 02/17/2025.

DJT4
BREA, CALIFORNIA 92823

VESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
NO. 2022-193 S C A L E: 1" = 60' - 0" 0 30 60 120 SURVEYOR AVE

NASA ST

VALENCIA AVE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING BUILDING 60' ROW
60' ROW
92' ROW
H2O H2O
H2O H2O
H2O H2O
SD
SD
SD
SS
SD
UN
UN
UN
UN
UN
UN
W
UN
WA
WA
WA
G
G
G

CARPOOL ONLY

EV CAPABLE

EV CAPABLE EV EV EV EV EV EV EV EV EV EV EV EV EV EV
EV EV
EV

EV CAPABLE

EV CAPABLE EV
EV CAPABLE EV 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"24"24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 24" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 24" 24" 24" 24" 24" 24" 24" 24" 60" 24" 24" 60" 60" 60" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"24" 24" 24" 24" 24"24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 36"36" 24" 60" 60" 24" 24" 24" 24" 24" 24" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 60" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 60"24" 24" 60" 24" 24" 24" 24" 24" 60" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 60" 60" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 60" 24" 24" 24" 60" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 60" 24" 24" 24" 60" 60" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 60" 24" 36" 36" 36" 36" 36" 36" 36" 36" 60" 36" 36" 24" 24" 24" 24"24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 60" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 24" 24" 24" 24"24" 24"24" 24" 24" 24" 24" 24" 24" 24" 24" 24"24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 36" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" C2
L10
L9
L7
C1
L2
L1 L15
L14
C6 C4 L12
L11
C3
C5
L8
L13
L6
L5
L4
L3 L-2
CONCEPTUAL PLANTING PLAN DRAWN BY: JOB NO.: PA / PM: SHEET

REMARKS DATE DATE REMARKS
architecture
planning
interiors
graphics
civil engineering
10 edelman
irvine. california 92618
p 949.660.9128
f 949.863.1581
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT KTIRV21-5032-00 / 21167 1 05-18-2022 PLANNING SUBMITTAL
2 01-05-2023 PLANNING RESUBMITTAL
3 08-11-2023 PLANNING RESUBMITTAL
4 01-10-2024 PLANNING RESUBMITTAL
5 04-05-2024 PLANNING RESUBMITTAL
6 06-20-2024 PLANNING RESUBMITTAL
7 07-26-2024 PLANNING RESUBMITTAL
8 04-17-2025 PLANNING RESUBMITTAL
U:\2021\21167\cad\sheets\L-2_Design Development.dwg
Mon, 05 May 2025
Use of the plans and specifications contained
herein shall be restricted to the original site for
which they were prepared; publication thereof is
expressly limited to such use. Reproduction,
publication, or reuse by any method, in whole orin part, without the express written consent of imais prohibited. Title to said plans remains the soleproperty of ima; visual contact shall constitute acceptance of these restrictions. SIGNATURE DATE
5281 california ave
suite 350
irvine, california
92617
949.954.7500
www.imadesign.com KT PLANS CONFORM TO 2022 CALIFORNIA BUILDING CODE. PLANTING PLANS CONFORM SUBSTANTIALLY TO THE CITY OF BREA FIRE DEPARTMENT FUEL MODIFICATION GUIDELINE. IRRIGATION PLANS CONFORM TO THE CITY OF BREA WATER EFFICIENT LANDSCAPE ORDINANCE. PLANS ARE PREPARED FROM CIVIL ENGINEER BACKGROUND DATED 02/17/2025.

DJT4
BREA, CALIFORNIA 92823

VESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
NO. 2022-193 S C A L E: 1" = 60' - 0" 0 30 60 120 SURVEYOR AVE

NASA ST

VALENCIA AVE
MU-II ZONE M-1 ZONE PROPOSED BUILDING ENHANCED CONCRETE PAVING - INTEGRAL COLOR WITH SAWCUT JOINTS, TYP. PROPERTY LINE EXISTING EASEMENT EXISTING EASEMENT FOR WATER PIPELINES EXISTING EASEMENT SCREEN PARKING, TYP. MODULAR WETLAND MODULAR WETLAND ENHANCED CONCRETE PAVING - INTEGRAL COLOR WITH SAWCUT JOINTS, TYP. SIGNAGE, TYP. RETAINING WALL 42" MAX. HT. TYP. PER BCC SECTION 20.236.040.E RETAINING WALL 30" MAX. HT. TYP. PER BCC SECTION 20.252.040.E SCREENING HEDGE HEDGE TO SCREEN TRUCK PARKING, TYP. SCREENING HEDGE EXISTING ART SCULPTURE TO REMAIN RETAINING WALL 42" MAX. HT. TYP. PER BCC SECTION 20.236.040.E PROPERTY LINE PROPERTY LINE SCREENING HEDGE SCREENING HEDGE

LANDSCAPE

SETBACK
20'

LANDSCAPE

SETBACK
25'

LANDSCAPE

SETBACK
8'

LANDSCAPE

SETBACK
8' LANDSCAPE SETBACK 5' LANDSCAPE SETBACK 5'

LANDSCAPE
5' BUFFER
EXCEEDS 5' LANDSCAPE
BUFFER
EXCEEDS 5' LANDSCAPE
BUFFER
60' ROW
60' ROW
92' ROW
11'-2" TYP.
38'-8"
63'-6" 35'-8" 22'-10"
18'-3" TYP.
9'-5" TYP.
22' TYP. 7' MIN. HT. HEDGE TO SCREEN VAN LOADING/ QUEUING AREAS SCREENING HEDGE SCREENING HEDGE SCREENING HEDGE TREE LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING WUCOLS REMARKS VERY LOW LOPHOSTEMON CONFERTUS BRISBANE BOX PER PLAN STANDARD HETEROMELES ARBUTIFOLIA TOYON (NATIVE PLANT) 15 GAL. 60" o.c. QTY. 427 MODERATE 40 EXISTING TREE LEGEND SYMBOLS DESCRIPTION REMARKS EXISTING SYCAMORE TREE PROTECT IN PLACE ± 5-6' HT. 24" BOX QUERCUS AGRIFOLIA COAST LIVE OAK (NATIVE PLANT) FULL TO THE GROUND PER PLAN 24" GROUNDCOVER LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING SHRUB LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING WUCOLS WUCOLS REMARKS REMARKS ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 1 GAL. 72" o.c. VERY LOW QTY. QTY. RHAPHIOLEPIS INDICA 'CLARA' 5 GAL. 36" o.c. 82 LOW 6359 LIGUSTRUM JAPONICUM 'TEXANUM' 5 GAL. 36" o.c. MODERATE WAXLEAF PRIVET 1490 MODULAR WETLAND LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING WUCOLS JUNCUS PATENS CALIFORNIA GRAY RUSH REMARKS 1 GAL. 24" O.C. LOW - QTY. 104 CARISSA MACROCARPA 'GREEN CARPET' NATAL PLUM 1 GAL. 24" o.c. 26,210 LOW ELAEAGNUS PUNGENS SILVERBERRY 5 GAL. 36" o.c. LOW ± 1-2' HT. 3' HT. MIN. 6-7' HT. MIN. 30" HT. MAX. ± 1-2' HT. 307 XYLOSMA CONGESTUM 5 GAL. 36" o.c. 995 LOW 3' HT. MIN. PLATANUS RACEMOSA CALIFORNIA SYCAMORE (NATIVE PLANT) 24" BOX PER PLAN 135 MODERATE STANDARD 24" BOX LOW 36" BOX 9648 60" CINNAMOMUM CAMPHORA CAMPHOR TREE 60" BOX PER PLAN 94 MODERATE FULL TO THE GROUND BOTANIC NAME COMMON NAME BOTANIC NAME COMMON NAME BOTANIC NAME COMMON NAME BOTANIC NAME COMMON NAME TOTAL PROPOSED LANDSCAPE AREA: 323,744 s.f. PROJECT TYPE: PRIVATE INDUSTRIAL PARK WATER SOURCE: POTABLE SUMMARY DATA NOTE: I HAVE COMPLIED WITH THE CRITERIA OF MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. REQUIRED TREE SUMMARY EXISTING PARKING LOT TREES (1 TREE PER 5 STALLS) 105 (523 STALLS) - PERIMETER TREES - ABUTTING STREETS (1 TREE PER 25 LINEAR FEET) 64 (1,590 L.F.) 9 PERIMETER TREES - INTERIOR PROPERTY LINES (1 TREE PER 25 LINEAR FEET) - (0 L.F.)
- NET +26 +127
- MU-II ZONE REQUIRED EXISTING PARKING LOT TREES (1 TREE PER 5 STALLS) 109 (542 STALLS) - PERIMETER TREES - ABUTTING STREETS (1 TREE PER 30 LINEAR FEET) 69 (2,070 L.F.) 18 PERIMETER TREES - INTERIOR PROPERTY LINES (1 TREE PER 30 LINEAR FEET) 52 (1,550 L.F.)- NET +115 +162 +38 M-1 ZONE REMOVED 130 32 - REMOVED 326 2839 PROPOSED 131 182
- PROPOSED 224 213 90 1. CONTRACTOR TO OBTAIN TREE REMOVAL PERMIT PRIOR TO REMOVAL OF ANY TREE. 2. INSTALL ROOT BARRIERS LINEARLY AGAINST THE PAVING EDGE WHERE TREES ARE WITHIN 5'-0" OF PAVEMENT OR BUILDING. 3. PROVIDE 9 CUBIC YARDS OF CERTIFIED ORGANIC AMENDMENT PER 1000 SQ. FT. FOR ALL PLANTING AREAS AT A RATIO OF 1:4 TO THE DEPTH OF NINE INCHES OF SOIL BEING THOROUGHLY INCORPORATED. ADDITIONAL OR AMENDED SOIL AMENDMENT MIX SHALL BE RECOMMENDED BY A SOIL LABORATORY UPON A SOIL TEST. 4. MULCH SHALL BE ORGANIC RECYCLED CHIPPED WOOD, DARK BROWN COLOR AT 3-INCH DEPTH. 5. ALL ABOVE GRADE UTILITIES TO BE SCREENED WITH 15 GALLON PLANT MATERIAL. 6. THE PROJECT SITE IS LOCATED ON A HIGH FIRE HAZARD SEVERITY ZONE (HFHSZ). PLANTING PLAN TO COMPLY WITH CBC 2022 CHAPTER 7A. 7. ALL SCREEN WALLS GREATER THAN 3-FOOT HEIGHT TO RECEIVE VINE PLANTING FOR SCREENING AS REQUIRED. PLANTING NOTES 36" 24" H2O H2O 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" H2O H2O
SD
SS 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" SD
UN
UN
W
G
24"
24"
24"
24"
24"
24"
60"
24"
24"
24"
24"
60"
60"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24" L-3
PLANTING ENLARGEMENT PLAN DRAWN BY: JOB NO.: PA / PM: SHEET

REMARKS DATE DATE REMARKS
architecture
planning
interiors
graphics
civil engineering
10 edelman
irvine. california 92618
p 949.660.9128
f 949.863.1581
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT KTIRV21-5032-00 / 21167 1 05-18-2022 PLANNING SUBMITTAL
2 01-05-2023 PLANNING RESUBMITTAL
3 08-11-2023 PLANNING RESUBMITTAL
4 01-10-2024 PLANNING RESUBMITTAL
5 04-05-2024 PLANNING RESUBMITTAL
6 06-20-2024 PLANNING RESUBMITTAL
7 07-26-2024 PLANNING RESUBMITTAL
8 04-17-2025 PLANNING RESUBMITTAL
U:\2021\21167\cad\sheets\L-3_Design Development.dwg
Mon, 05 May 2025
Use of the plans and specifications contained
herein shall be restricted to the original site for
which they were prepared; publication thereof is
expressly limited to such use. Reproduction,
publication, or reuse by any method, in whole orin part, without the express written consent of imais prohibited. Title to said plans remains the soleproperty of ima; visual contact shall constitute acceptance of these restrictions. SIGNATURE DATE
5281 california ave
suite 350
irvine, california
92617
949.954.7500
www.imadesign.com KT PLANS CONFORM TO 2022 CALIFORNIA BUILDING CODE. PLANTING PLANS CONFORM SUBSTANTIALLY TO THE CITY OF BREA FIRE DEPARTMENT FUEL MODIFICATION GUIDELINE. IRRIGATION PLANS CONFORM TO THE CITY OF BREA WATER EFFICIENT LANDSCAPE ORDINANCE. PLANS ARE PREPARED FROM CIVIL ENGINEER BACKGROUND DATED 02/17/2025.

DJT4
BREA, CALIFORNIA 92823

VESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
NO. 2022-193 SURVEYOR AVENUE N O R T H

CURB OPENING

CURB OPENING
CURB OPENING NORTH N.T.S.

VALENCIA AVE. SURVEYOR AVE.

NASA ST. KEYMAP N O R T H N O R T H SURVEYOR AVENUE

SURVEYOR AVENUE

NASA STREET VALENCIA AVENUE 'B' 'A' 'C' LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORK
MU-II ZONE M-1 ZONE WINDOW 'B' L-4 L-4 L-4 WINDOW 'C' WINDOW 'A'

MATCHLINE - SEE

ABOVE LEFT WINDOW 'A'

MATCHLINE - SEE

BELOW RIGHT WINDOW 'B'

MATCHLINE - SEE

BELOW WINDOW 'B'

MATCHLINE - SEE

ABOVE LEFT WINDOW 'C'
MATCHLINE - SEE SHEET L-4
0 15 30 S C A L E: 1" = 30'-0" 60 PROPERTY LINE

LANDSCAPE

SETBACK
8' 6' MIN. HT. HEDGE TO SCREEN TRUCK PARKING, TYP. MODULAR WETLAND ENHANCED CONCRETE PAVING - INTEGRAL COLOR WITH SAWCUT JOINTS, TYP. HEDGE TO SCREEN PARKING, TYP.

SIGNAGE, TYP. RETAINING WALL 42" MAX. HT. TYP. PER BCC SECTION 20.236.040.E PROPERTY LINE 60' ROW LANDSCAPE SETBACK 8' HEDGE TO SCREEN PARKING, TYP. 6' MIN. HT. HEDGE TO SCREEN PARKING, VAN LOADING/ QUEUING AREAS 60' ROW
60' ROW SCREENING HEDGE HEDGE TO SCREEN PARKING, TYP. 6' MIN. HT. HEDGE TO SCREEN PARKING, VAN LOADING/ QUEUING AREAS TREE LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING WUCOLS REMARKS VERY LOW LOPHOSTEMON CONFERTUS BRISBANE BOX PER PLAN STANDARD HETEROMELES ARBUTIFOLIA TOYON (NATIVE PLANT) 15 GAL. 60" o.c. QTY. 427 MODERATE 40 EXISTING TREE LEGEND SYMBOLS DESCRIPTION REMARKS EXISTING SYCAMORE TREE PROTECT IN PLACE ± 5-6' HT. 24" BOX QUERCUS AGRIFOLIA COAST LIVE OAK (NATIVE PLANT) FULL TO THE GROUND PER PLAN 24" GROUNDCOVER LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING SHRUB LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING WUCOLS WUCOLS REMARKS REMARKS ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 1 GAL. 72" o.c. VERY LOW QTY. QTY. RHAPHIOLEPIS INDICA 'CLARA' 5 GAL. 36" o.c. 82 LOW 6359 LIGUSTRUM JAPONICUM 'TEXANUM' 5 GAL. 36" o.c. MODERATE WAXLEAF PRIVET 1490 MODULAR WETLAND LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING WUCOLS JUNCUS PATENS CALIFORNIA GRAY RUSH REMARKS 1 GAL. 24" O.C. LOW - QTY. 104 CARISSA MACROCARPA 'GREEN CARPET' NATAL PLUM 1 GAL. 24" o.c. 26,210 LOW ELAEAGNUS PUNGENS SILVERBERRY 5 GAL. 36" o.c. LOW ± 1-2' HT. 3' HT. MIN. 6-7' HT. MIN. 30" HT. MAX. ± 1-2' HT. 307 XYLOSMA CONGESTUM 5 GAL. 36" o.c. 995 LOW 3' HT. MIN. PLATANUS RACEMOSA CALIFORNIA SYCAMORE (NATIVE PLANT) 24" BOX PER PLAN 135 MODERATE STANDARD 24" BOX LOW 36" BOX 9648 60" CINNAMOMUM CAMPHORA CAMPHOR TREE 60" BOX PER PLAN 94 MODERATE FULL TO THE GROUND BOTANIC NAME COMMON NAME BOTANIC NAME COMMON NAME BOTANIC NAME COMMON NAME BOTANIC NAME COMMON NAME 1. CONTRACTOR TO OBTAIN TREE REMOVAL PERMIT PRIOR TO REMOVAL OF ANY TREE. 2. INSTALL ROOT BARRIERS LINEARLY AGAINST THE PAVING EDGE WHERE TREES ARE WITHIN 5'-0" OF PAVEMENT OR BUILDING. 3. PROVIDE 9 CUBIC YARDS OF CERTIFIED ORGANIC AMENDMENT PER 1000 SQ. FT. FOR ALL PLANTING AREAS AT A RATIO OF 1:4 TO THE DEPTH OF NINE INCHES OF SOIL BEING THOROUGHLY INCORPORATED. ADDITIONAL OR AMENDED SOIL AMENDMENT MIX SHALL BE RECOMMENDED BY A SOIL LABORATORY UPON A SOIL TEST. 4. MULCH SHALL BE ORGANIC RECYCLED CHIPPED WOOD, DARK BROWN COLOR AT 3-INCH DEPTH. 5. ALL ABOVE GRADE UTILITIES TO BE SCREENED WITH 15 GALLON PLANT MATERIAL. 6. THE PROJECT SITE IS LOCATED ON A HIGH FIRE HAZARD SEVERITY ZONE (HFHSZ). PLANTING PLAN TO COMPLY WITH CBC 2022 CHAPTER 7A. 7. ALL SCREEN WALLS GREATER THAN 3-FOOT HEIGHT TO RECEIVE VINE PLANTING FOR SCREENING AS REQUIRED. PLANTING NOTES 36" 24" ATTACHMENT H-4 UN
UN
UN
G
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
24"
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24"
60"
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60"
60"
60"
24"
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36"
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36"
36"
36"
36"
36"
60"
36"
36"
24"
24"
24"
24"
24"
24"
24"
WA
WA
WA
H2O H2O
SD
UN
UN
UN
WA
WA
WA
G
G
24"
24"
24"
24"
24"
24"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
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60"
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24"
60"
24"
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24"
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24"
24"
24"
24"
36"
36"
36"
24"
24"
24"
24"
24"
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24"
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24"
24"
24"
24"
24"
24"
60"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
W
24"
24"
24"
24"
24"
24"
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24"
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24"
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24"
24"
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24"
24"
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24"
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24"
24"
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24"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
24"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
60"
24"
60"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
60"
24"
24"
60"
24"
60"
24"
24"
24"
24"
24"
24"
24"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
36"
24"
24"
24"
24"
24"
24"
24" L-4
PLANTING ENLARGEMENT PLAN DRAWN BY: JOB NO.: PA / PM: SHEET

REMARKS DATE DATE REMARKS
architecture
planning
interiors
graphics
civil engineering
10 edelman
irvine. california 92618
p 949.660.9128
f 949.863.1581
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT KTIRV21-5032-00 / 21167 1 05-18-2022 PLANNING SUBMITTAL
2 01-05-2023 PLANNING RESUBMITTAL
3 08-11-2023 PLANNING RESUBMITTAL
4 01-10-2024 PLANNING RESUBMITTAL
5 04-05-2024 PLANNING RESUBMITTAL
6 06-20-2024 PLANNING RESUBMITTAL
7 07-26-2024 PLANNING RESUBMITTAL
8 04-17-2025 PLANNING RESUBMITTAL
U:\2021\21167\cad\sheets\L-3_Design Development.dwg
Mon, 05 May 2025
Use of the plans and specifications contained
herein shall be restricted to the original site for
which they were prepared; publication thereof is
expressly limited to such use. Reproduction,
publication, or reuse by any method, in whole orin part, without the express written consent of imais prohibited. Title to said plans remains the soleproperty of ima; visual contact shall constitute acceptance of these restrictions. SIGNATURE DATE
5281 california ave
suite 350
irvine, california
92617
949.954.7500
www.imadesign.com KT PLANS CONFORM TO 2022 CALIFORNIA BUILDING CODE. PLANTING PLANS CONFORM SUBSTANTIALLY TO THE CITY OF BREA FIRE DEPARTMENT FUEL MODIFICATION GUIDELINE. IRRIGATION PLANS CONFORM TO THE CITY OF BREA WATER EFFICIENT LANDSCAPE ORDINANCE. PLANS ARE PREPARED FROM CIVIL ENGINEER BACKGROUND DATED 02/17/2025.

DJT4
BREA, CALIFORNIA 92823

VESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
NO. 2022-193

CURB OPENING

CURB OPENING
CURB OPENING NORTH N.T.S.

VALENCIA AVE. SURVEYOR AVE.

NASA ST. KEYMAP
0 15 30 S C A L E: 1" = 30'-0" 60 LIMIT OF WORK LIMIT OF WORK MU-II ZONE M-1 ZONE 'A' 'B' 'C' WINDOW 'C' WINDOW 'A'

MATCHLINE - SEE

BELOW LEFT WINDOW 'C'

MATCHLINE - SEE

ABOVE RIGHT WINDOW 'B' N O R T H WINDOW 'B' VALENCIA AVENUEVALENCIA AVENUE PROPOSED BUILDING

VALENCIA AVENUE

MATCHLINE - SEE

BELOW LEFT WINDOW 'B'

MATCHLINE - SEE

ABOVE RIGHT WINDOW 'A'

LIMIT OF WORK
LIMIT OF WORK RETAINING WALL 42" MAX. HT. TYP. PER BCC SECTION 20.236.040.E 38'-8" RETAINING WALL 30" MAX. HT. TYP. PER BCC SECTION 20.252.040.E EXISTING ART SCULPTURE TO REMAIN EXCEEDS 5'

LANDSCAPE
BUFFER ENHANCED CONCRETE PAVING - INTEGRAL COLOR WITH SAWCUT JOINTS, TYP. PROPERTY LINESCREENING HEDGE 63'-6"
92' ROW

LANDSCAPE

SETBACK
25' SIGNAGE SCREENING HEDGE SCREENING HEDGE
92' ROW

LANDSCAPE

SETBACK
20'
92' ROW SCREENING HEDGE SCREENING HEDGE SCREENING HEDGE 7' MIN. HT. HEDGE TO SCREEN VAN LOADING/ QUEUING AREAS, TYP. SCREENING HEDGE SCREENING HEDGE SCREENING HEDGE

LIMIT OF WORK
LANDSCAPE NARRATIVE (VALENCIA AVE) QUERCUS AGRIFOLIA COAST LIVE OAK LOPHOSTEMON CONFERTUS BRISBANE BOX CINNAMOMUM CAMPHORA CAMPHOR PLATANUS RACEMOSA CALIFORNIA SYCAMORE HETEROMELES ARBUTIFOLIA TOYON TREE LEGEND - SUNSET ZONE 23 SYMBOLS SIZE SPACING WUCOLS REMARKS VERY LOW LOPHOSTEMON CONFERTUS BRISBANE BOX PER PLAN STANDARD HETEROMELES ARBUTIFOLIA TOYON (NATIVE PLANT) 15 GAL. 60" o.c. QTY. 427 MODERATE 40 EXISTING TREE LEGEND SYMBOLS DESCRIPTION REMARKS EXISTING SYCAMORE TREE PROTECT IN PLACE ± 5-6' HT. 24" BOX QUERCUS AGRIFOLIA COAST LIVE OAK (NATIVE PLANT) FULL TO THE GROUND PER PLAN 24" PLATANUS RACEMOSA CALIFORNIA SYCAMORE (NATIVE PLANT) 24" BOX PER PLAN 135 MODERATE STANDARD 24" BOX LOW 36" BOX 9648 60" CINNAMOMUM CAMPHORA CAMPHOR TREE 60" BOX PER PLAN 94 MODERATE FULL TO THE GROUND BOTANIC NAME COMMON NAME 36" 24" WA
WA
WA

CARPOOL ONLY

EV CAPABLE

EV CAPABLE EV EV EV EV EV EV EV EV

EV EV EV EV EV EV EV EV EV

EV CAPABLE

EV CAPABLE EV EV CAPABLE EV
B
A
C2
L10
L9
L7
C1
L2
L1 L15
L14
C6 C4 L12
L11
C3
C5
L8
L13
L6
L5
L4
L3 LEGEND SYMBOL DESCRIPTION IRRIGATION POINT-OF-CONNECTION - WATER METER/ REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY FOR IRRIGATION SERVICE PROVIDED BY CIVIL ENGINEER (PROPOSED LOCATIONS TO BE CONFIRMED) A IRRIGATION 'SMART' CONTROLLER IN FREE STANDING STAINLESS STEEL CABINET (PROPOSED LOCATIONS TO BE CONFIRMED) IRRIGATION DESIGN INTENT CONSUMING WATER FOR IRRIGATION IN EXCESSIVE AMOUNTS HAS BECOME MORE EXPENSIVE. THE PROPOSED PROJECT'S IRRIGATION SYSTEM WILL BE DESIGNED TO COMPLY WITH THE STATE OF CALIFORNIA WATER CONSERVATION IN LANDSCAPING ACT 2006 AND THE CALIFORNIA CODE OF REGULATIONS TITLE 23, DIVISION 2, CHAPTER 2.7, AND EXECUTIVE ORDER B-29-15. IRRIGATION SYSTEM OVERVIEW THE IRRIGATION SYSTEM WILL BE SUPPLIED WITH POTABLE WATER FROM NEW IRRIGATION-USE WATER METER(S). THE WATER METER WILL OPERATE A DEDICATED, REDUCED-PRESSURE TYPE BACKFLOW PREVENTER ASSEMBLY TO PROTECT THE POTABLE SYSTEM. THE IRRIGATION SYSTEM WILL UTILIZE A HIGH EFFICIENCY IRRIGATION SYSTEM TO INCLUDE A SMART CONTROLLER AND DRIP IRRIGATION FOR ALL SHRUB AREAS. TREES ARE IRRIGATED WITH LOW-FLOW HIGH EFFICIENCY POP-UP BUBBLERS ON DEDICATED CONTROL VALVES. ALL IRRIGATION SYSTEMS ON THE SITE SHALL BE DESIGNED TO PREVENT RUNOFF, OVER-SPRAY, LOW HEAD DRAINAGE AND OTHER SIMILAR CONDITIONS WHERE WATER FLOWS OUT OF THE DESIGNATED LANDSCAPE AREA. DESCRIPTION LOW WATER USE PLANT MATERIAL WITH SUBSURFACE DRIP IRRIGATION SYMBOL IRRIGATION HYDROZONE LEGEND B IRRIGATION CALCULATIONS LOW WATER USE PLANT MATERIAL WITH OVERHEAD SPRAY IRRIGATION (MODULAR WETLANDS) L-5 CONCEPTUAL IRRIGATION PLAN DRAWN BY: JOB NO.: PA / PM: SHEET

REMARKS DATE DATE REMARKS
architecture
planning
interiors
graphics
civil engineering
10 edelman
irvine. california 92618
p 949.660.9128
f 949.863.1581
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CFIRV21-5032-00 / 21167 1 05-18-2022 PLANNING SUBMITTAL
2 01-05-2023 PLANNING RESUBMITTAL
3 08-11-2023 PLANNING RESUBMITTAL
4 01-10-2024 PLANNING RESUBMITTAL
5 04-05-2024 PLANNING RESUBMITTAL
6 06-20-2024 PLANNING RESUBMITTAL
7 07-26-2024 PLANNING RESUBMITTAL
DJT4
BREA, CALIFORNIA 92823
U:\2021\21167\cad\sheets\entitlement\L-5.dwg
Thu, 25 Jul 2024
Use of the plans and specifications contained
herein shall be restricted to the original site for
which they were prepared; publication thereof is
expressly limited to such use. Reproduction,
publication, or reuse by any method, in whole orin part, without the express written consent of imais prohibited. Title to said plans remains the soleproperty of ima; visual contact shall constitute acceptance of these restrictions.
5281 california ave
suite 350
irvine, california
92617
949.954.7500
www.imadesign.com

VESTING TENTATIVE PARCEL MAP
LN, CF
275 VALENCIA AVENUE
NO. 2022-193 PLANS CONFORM TO 2022 CALIFORNIA BUILDING CODE. PLANTING AND IRRIGATION PLANS CONFORM TO THE CITY PLANS ARE PREPARED FROM CIVIL ENGINEER BACKGROUND DATED 06/19/2024. OF BREA WATER EFFICIENT LANDSCAPE ORDINANCE. S C A L E: 1" = 60' - 0" 0 30 60 120 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING EASEMENT EXISTING EASEMENT FOR WATER PIPE LINES EXISTING EASEMENT FOR WATER PIPE LINES EXISTING EASEMENT PROPOSED IRRIGATION POC 'B' PROPOSED IRRIGATION POC 'A' PROPOSED IRRIGATION CONTROLLER 'A' LOCATION PROPOSED IRRIGATION CONTROLLER 'B' LOCATION SIGNATURE DATE PROPOSED BUILDING MODULAR WETLAND MODULAR WETLAND MU-II ZONE M-1 ZONE SURVEYOR AVE

NASA ST

VALENCIA AVE

LANDSCAPE

SETBACK
20'

LANDSCAPE

SETBACK
20'

LANDSCAPE

SETBACK
8'

LANDSCAPE

SETBACK
8' LANDSCAPE SETBACK 5' LANDSCAPE SETBACK 5'

LANDSCAPE
5' BUFFER
EXCEEDS 5' LANDSCAPE
BUFFER
EXCEEDS 5' LANDSCAPE
BUFFER
60' ROW
60' ROW
92' ROW
9'-5" TYP.
11'-2" TYP.
38'-5"
63'-6"
22' TYP. 22'-10"
18'-3" TYP.

L-6
PLANTING IMAGES DRAWN BY: JOB NO.: PA / PM: SHEET

REMARKS DATE DATE REMARKS
architecture
planning
interiors
graphics
civil engineering
10 edelman
irvine. california 92618
p 949.660.9128
f 949.863.1581
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CFIRV21-5032-00 / 21167 1 05-18-2022 PLANNING SUBMITTAL
2 01-05-2023 PLANNING RESUBMITTAL
3 08-11-2023 PLANNING RESUBMITTAL
4 01-10-2024 PLANNING RESUBMITTAL
5 04-05-2024 PLANNING RESUBMITTAL
6 06-20-2024 PLANNING RESUBMITTAL
7 07-26-2024 PLANNING RESUBMITTAL
DJT4
BREA, CALIFORNIA 92823
U:\2021\21167\cad\sheets\entitlement\L-6.dwg
Thu, 25 Jul 2024
Use of the plans and specifications contained
herein shall be restricted to the original site for
which they were prepared; publication thereof is
expressly limited to such use. Reproduction,
publication, or reuse by any method, in whole orin part, without the express written consent of imais prohibited. Title to said plans remains the soleproperty of ima; visual contact shall constitute acceptance of these restrictions.
5281 california ave
suite 350
irvine, california
92617
949.954.7500
www.imadesign.com

VESTING TENTATIVE PARCEL MAP
LN, CF
275 VALENCIA AVENUE
NO. 2022-193 TREES Lophostemon confertus Brisbane Box SHRUBS, GROUNDCOVERS AND VINES Dietes iridioides Fortnight Lily Callistemon viminalis 'Little John' Little John Bottlebrush Rhaphiolepis indica 'Clara' Clara Indian Hawthorn Pinus canariensis Canary Island Pine Heteromeles arbutifolia Toyon Acacia redolens 'Desert Carpet' Prostrate Acacia Lonicera japonica Japanese Honeysuckle Carissa Macrocarpa 'Green Carpet' Natal Plum Aristida purpurea Purple Threeawn Carex bromoides Brome-like Sedge Leymus condensatus Wild Rye Carex divulsa Grassland Sedge Nassella tenuissima Mexican Feather Grass Xylosma congestum Shiny Xylosma Parthenocissus tricuspidata Boston Ivy Elaeagnus pungens Silverberry Ligustrum japonicum 'Texanum' Waxleaf Privet Pinus halepensis Aleppo Pine Platanus racemosa Western Sycamore LANDSCAPE AREA 8'-0" SIDEWALK 5'-0" WALKWAY VAN ACTIVITY VALENCIA AVE AREA NORTH 0 2 4 S C A L E: 1/4" = 1'-0" 8 1 Quercus agrifolia (Coast Live Oak) 2 Cinnamomum camphora (Camphor) 3 Lophostemon confertus (Brisbane Box) 1 2 3 36" box Oak grown full to the ground 60" box Camphor grown full to the ground DJT4 BREA - PLANTING SECTION (YEAR 1) 25-04-14 24" box Brisbane Box LANDSCAPE AREA 8'-0" SIDEWALK 5'-0" WALKWAY VAN ACTIVITY VALENCIA AVE AREA NORTH 0 2 4 S C A L E: 1/4" = 1'-0" 8 Acacia redolens 'Desert Carpet' (Acacia) 4 Quercus agrifolia (Coast Live Oak) 2 Cinnamomum camphora (Camphor) Xylosma congestum(Shiny Xylosma)
Carissa 'Green Carpet'(Natal Plum) 5 6
Lophostemon confertus (Brisbane Box) 3 1 2 3 4 5 6 6
screeninghedge
1DJT4 BREA - PLANTING SECTION (YEAR 5) 25-04-14
PROPOSED BUILDING FFE=421.8-423.0 (SLOPED 0.5%) SURVEYOR AVENUE ENTERPRICE STREET A.P.N. 320-233-03 OWNER: BREA INDUSTRIAL III LLC

60.00' R/W
AT-GRADE DOORS @ 421.8
AT-GRADE DOORS @ 423.0
(E) DRIVEWAY TO REMAIN PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED PA (415.35) (424.50) (423.90) (427.07) (427.59)

1.0%

10.0%

5.0% PA

0.7%

1.0% 3.5%

1.6%

1.5%

1.9%

22.00' MEDIAN

3.9%

3.0%

24.00'

1.0%

2.9%

3.5%

1.0%

0.8%

2.6%

2.4% 3:1

1.0%
(E) LOT LINE TO BE REMOVED
6 6 29 11 11
2 2
7 16 16
8 9
4 12
4 BLDG OVERHANG, TYP
AC4.0
D
C4.1 24 (1.0%)

2.1%

1.1%

0.5%

1.8%
(1.8%)

1.8%

6.9%

1.0% 4.5%

0.5%

1.4% 2.0%

1.9%

0.5%
4:1

1.0%
3:1

2.1%

3.7%

0.8%

1.0%

2.5% 4:1

4.8%

1.5%

1.2%

3.5% (8.4%)

4.3%

1.0%

0.5%

0.9%

1.0%

0.7%

3.4%

1.0%

1.5%
4:1

1.0%

1.6%

3.5%

5.0%

8.0%

2.0%

3.5%

0.5% 2.0%

1.0%
(7.0%)

4.8%

2.0%

2.9%

3.5% 2.0%

3.5%

1.6%
14%

1.0% 2.0% 4.0%
FLAT

3.5%

3.7% 4.5%

1.0%
FLAT

2.3%
FLAT

7.6%

4.5%

0.5%

0.5% 4:1 4:1

4.2%

2.0%

2.8%

4.0%

2.0%

1.0%

1.5%

4.5%

1.0%
13%

1.8%

4.8%

4.5%
(420)
(425)
(417)
(418)
(419)
(421)
(422)
(423)
(424)
(426)
(427)
(427)
(430)
(435)
(428)
(428)
(429)
(431)
(432)
(433)
(434)
(436)
(410)
(415)
(407)
(408)
(409)
(411)
(412)
(413)
(414)
(416)
(435)
(435)
415
416
417
418
419
415
411
412
413
414
415
420
420
420
425
414
416
417
418
418
418
419
419
419
421
422
423
424
424
426
427
428
428 428
429
420
425
419
421
422
423
424
426
427
428
420
425
430
419
421
422
423
424
426
427
428
429
431
432
433
434
425
423
424
412
413
414
421
422
420
425
418
419
421
422
423
424
425
422
422 423
423
424
424 426
427
427
416
420
417
418
419
420
421
422
423
424
425
421
422
423
424
426
427
(430)
(435)
428
432
434
436
(425)
(421)
(422)
(423)(424)
(426)
(427)
(415)
(412)
(413)
(414)
(416)
(417) (418)
(419)
(409)
418
421
420
421
422
(425)
(430)
(435)
(426)
(427)
(428)
(429) (431) (432) (433) (434)
(436)(437)
422
422
421
415
420
414
416
417
418
418
418
419
421
413
414
422
420
(E) LOT LINE TO BE REMOVED
(5:1)
5:1
(5:1)
(2:1)
(2:1)
(5:1)
H2O H2O
H2O H2O
SD
SS
419.7 FS
(427.1)FL
(427.8)TC
(427.3)FL
(427.8)TC
(427.3)FL
419.5TC
419.0FS
421.8 FS/DOOR
423.0 FS/DOOR
417.7TC
417.2FS
418.9FS
417.8 FS 420.1 FS 421.4TC 420.9FS
417.0TG
414.5INV
4'X6'
419.8 FS
420.3 FS
420.3 FS
417.7TC
417.2FS
418.3TC
417.8FS
+0.5'
(415.5)TC(415.0)TG 411.7INV (414.6TC (414.1)TG
416.0TC
415.5FS
+0.3'
412.2TC
(411.7)TG
411.3TC
(410.8)TG
408.2INV
420.3 FS
414.9TC
(414.4)FS
(431.3)FG
422.0 FS
418.4FS
425.1TC
424.6FS
-1.2'
421.4TC
420.9FS
(433.5)FG
(435.0)FG
420.4 FS 427.0TC 426.5FS 426.4TC 424.8TC 425.9FS 424.3FS 422.1TC
421.6FS 426.7TC 426.2FS
421.3FL
419.0 FS
422.5FS
425.4TC
424.9FS
422.7 TC=TW=FS
422.5INV
422.4FS
422.9FS
424.4TC
423.9FS
-0.0'
424.2TC
423.7FS
(436.0)FG
+0.0'
424.3TC
423.8FS
-1.5'
424.2TC
423.7FS
-0.2'
423.5TC
423.0FS
+1.1'
419.2FS
+1.5'
419.2FS
416.7INV
4"X5.5'
419.2TC
418.7FS
+2.2'
422.0FS
422.0FS
419.4 FS
417.3 TC=FS
-0.2'
(408.7)FL
(412.2)RIM
(407.8)INV
(411.7)TC
(411.2)FL
(412.3)FG
(413.0)TW
(413.0)FG
416.5TC
416.0FL
414.4FS
-1.0'
417.9 FS
418.6TC
418.1FS
418.1TC
417.6FS
418.5 TC=FS
422.0TC
421.5FS
417.9TC
417.4TG
414.4INV
4"X5.5'
418.5TC
418.0FS
418.8TC
418.3FS
420.3 FS 420.3 FS +5.1'
420.3 FS
420.3 FS
420.2 FS 425.4TC 424.9FS
419.0FS 417.0FS 422.5TC 422.0FS 419.5INV 4"X5.5' 423.5TC 423.0FS 426.6FS
426.9TC
426.4FS
429.6TC
428.9FS
8" CF 429.3TC (428.6)FS 8" CF
(431.4)FG
426.6TC
426.1FS
-0.8'
(435.9)FG
422.0FS
416.3TC
415.8FS
416.7TC
(416.2)FS
+0.0' 424.0FS
421.3TC
420.8FS
(430.0)FG
420.1 FS
428.3TC
(427.6)FS
8" CF
423.3FS
424.6TC
424.1FS
428.0TC
427.5FS
423.7 FS 425.0TC 424.5FS -3.1'
424.1TC
423.6FS
-0.9'
422.3 FS/DOOR
426.6TC
426.1FS
+0.1'
415.8TC
415.3FL
412.8INV
4"X5.5'
419.5 FS
417.3TC
416.8FS 416.5TC 416.0FS 417.0TC 416.5FS
416.6FL
413.6INV
4"X5.5'
416.9TC
416.7TC
416.4FS
416.2FS
416.6TC
416.1FS
416.8TC
416.3FS
414.3TC
413.8FS
418.8TC
418.3FS
417.7TC
417.2FS
+0.4'
420.3FS
417.5TC
417.0FS
-0.8'
418.0TC
417.5FS
417.9TC
417.4FS
+2.7'
417.7TC
417.2FS
+2.0'
418.2TC
417.7FL
421.8FS
421.5FS
426.1TC
425.6FS
(424.4)TW
(423.2)FG
418.9TG
416.5INV
4'X6' +1.2'
419.9TC
420.3FS
419.4FS
+2.5'
418.2FS
+0.2'
419.0FS
+2.6' 420.0FS
418.5FS
+1.3'
419.5FS
414.4TC
413.9FS
426.0TC
425.5FS
-1.4'
424.6TC
424.1FS
(435.8)FG
416.0RIM
414.0' HGL
409.4INV
(417.1)FG
(407.8)INV

JOIN (E) SD
(410.76)RIM
(399.74)INV(399.46)INV
419.2FS
414.5TOP
411.1INV
409.5BOT
416.8FS
414.5TOP
409.5INV
A
A
A
B
E
D
D
417.3FS
414.5TOP
411.1INV
409.5BOT
D 416.7INV
E
E
411.1INV
E
F
I
I
E 416.8INV
G
417.6TG
415.1INV
4'X6'
F
424.9TC
424.4FS
G
F
A
422.5
421.8
FFE
FFE
423.0 FFE
421.8 FFE
420.6FS
421.8FFE
421.5TC
421.0FS
422.3TC
421.8FS
423.4 FG
419.6TC
419.1FS
419.9TC
419.4FS
419.9TC
419.4FS
419.9TC
419.4FS
420.3 FS
418.9TC
418.4FS
419.9TC
419.4FS
+4.6'
420.7FL
421.5FS
422.0FS
420.2TG
417.7INV
4'X6'
F
420.2TG
417.1INV
4'X6'
F
422.1TC
421.6FS
+0.6'
422.0FS
417.4TC
416.9FL
413.9INV
4"X5.5' +0.0'
E
416.0RIM
415.3FS-LP
409.1INV-IN
408.6INV-OUT
C 416.0TC 415.5FS 415.5TC 415.0FS 408.3INV
413.5INV
412.8INV
411.1INV

2.0%

1.8%

2.0%

3.5%

4.8%

1.0%

2.0%

5.5%

6.4%

3.2%

2.0%

3.2%

2.0%
FLAT
FLAT
FLAT
FLAT
FLAT
FLAT
FLAT

0.5%

1.6%

0.9%

2.5%

1.0%

1.8%
FLAT

4.0%

1.5%

2.1%

BLDG OVERHANG, TYP

1.1%

2.3% 26
9 3.5%

4.0%
K
K 26 26
K 26

1.0%

1.0%
9 30"SD, L=701.5', S=0.014 APPROX 10' BGS
K 24"SD, L=+330',S=0.015 APPROX 9' BGS
L
L
L
L
L
L
L
L

1.8%

1.8%
L
I
I
I (413.06) TW (411.26) FG
M (421.3) TW (419.4) FG (421.4)TW (421.0)FG
M
M
M
423.0 TW=FS
M
422.5TW
418.9FS
M
422.5TW
418.8FS
M
9 M
423.3TW
418.8FS
M
420.5TW
418.7FS
422.0TW
419.8FS
M
422.9FFE

1.5%

1.0%

1.5%

1.0%

1.5%

1.0%
418.6FS
422.0TW
418.7FS

M PA PA PA PA PA PA PA (E) LOT LINE TO BE REMOVED PA PA PA

2.3%

0.7%

1.5%

1.8%

1.7%

1.0%

1.4%

1.7%
417.1TC
416.6FS
417.9TC
417.4FS

2.4%
(E) BUILDING

0.5%

2.2%

0.5% 410.9FG
M
418.8TC
418.3FS
418.3TC
417.8FS
420
418
419
421
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

PLANNING RESUBMITTAL
TENTATIVE PARCEL MAP NO. 2022-193
T.R. 8600 & 9762
275 VALENCIA AVE, BREA, CA 92823 IRV21-5032 N. RAMOS F. GARCIA 7/26/2420 05-18-2022 PLANNING SUBMITTAL
01-05-2023 PLANNING RESUBMITTAL
08-11-2023 PLANNING RESUBMITTAL
01-10-2024 PLANNING RESUBMITTAL
04-05-2024 PLANNING RESUBMITTAL
06-25-2024 PLANNING RESUBMITTAL
07-26-2024 PLANNING RESUBMITTAL

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C1.1 MATCHLINE
SEE SHEET C1.3

MATCHLINE
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C1.0_Grading Plan.dwg 7/26/2024 3:59 PM NRAMOS 1:1

GRADING & DRAINAGE PLAN
1 C1.0
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S SEE SHEET C1.2 MATCHLINE HATCH LEGENDSLOPES 3:1 OR GREATER NOTE: SEE CIVIL SITE PLAN FOR INFORMATION ON SURFACE IMPROVEMENTS GRADING & DRAINAGE NOTES TRENCH DRAIN FLOW DIVERSION MANHOLE PROPRIETARY BIOFILTRATION UNDERGROUND DETENTION (CLOSED) CURB INLET CATCH BASIN. SIZE PER PLAN. AREA INLET CATCH BASIN. SIZE PER PLAN. ASSUMED LOCATION OF ROOF DOWNSPOUT HYDRODYNAMIC SEPARATOR SIDEWALK CUVLERT DRYWELL PROTECT (E) SD IN PLACE CURB CUT RETAINING WALL (SEE DETAIL 1, SHEET C4.1) ABC
D
E
FG
H
I
JK
LM GRADING LEGEND PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPE EXISTING SLOPE HP HIGH POINT LP LOW POINT DOOR ELEVATION AT DOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK PA PLANTING AREA RIM RIM ELEVATION RL RIDGE LINE TC TOP OF CURB TG TOP OF GRATE TOB TOP OF BANK TW TOP OF WALL 5280.00 (5280.0) 2.00% 2.00% LIMIT OF GRADING PROPERTY LINE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CENTERLINE 400 399 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR (400) (399) PROPOSED STORM DRAIN & DIAMETER EXISTING STORM DRAIN & DIAMETER (8") 8" GRADE BREAK RIDGE LINE SETBACK BUILDING OVERHANG AT-GRADE DOOR LOADING DOCK DOOR BLDG BUILDING RETAINING WALL SELF-CERTIFICATION STATEMENT: SELF-CERTIFICATIONS FROM A STATE LICENSED PROFESSIONAL ENGINEER OR THIRD-PARTY CERTIFICATIONS ARE REQUIRED OF ALL BMPS CONSTRUCTED ON THIS PLAN OR FINAL CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED FROM THE CITY. BOT BOTTOM OF TANK CF CURB FACE (E) EXISTING INV INVERT R/W RIGHT OF WAY TOP TOP OF TANK TYP TYPICAL BGS BELOW GROUND SURFACE SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. SHEET C1.0 SHEET C1.3 SHEET C1.2 SHEET C1.1 BW BOTTOM OF WALL WA
WA A.P.N. 320-233-21 OWNER: BIRCHLUX ASSOCIATES LP

VALENCIA AVE PA PA PA PA PAPA PA PA PA PA

PA PA PA PA PA PA PA PA PA PA PA PA PA PA (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED

1.5%

1.8%

3.4%

1.8%

2.6%

2.5%

2.4%
5%

1.9%

1.5%

1.3%

0.5% PA

2.6%

1.0%

3.0%

2.0%

1.0%

0.8%

1.5%

2.5%

1.0%

3.0%

2.5%

3.6%

1.0%

3.6%

2.6%

3.5%

2.5%

1.8%

1.0%

3.2%

1.0%

1.8%

3.4%

1.2%

1.8%

2.7%

1.8%

1.9%

3.4%

3.6%

1.4%

3.4%

2.7%

1.4%

2.5%

1.8%

2.7%

2.6%

1.3%

3.3%

2.7%

4.8%

3.3%

4.8%

1.6%

2.8%

1.9%

1.3%

2.9% 3.0%

2.8% PA PA
9 10 17 13 19 18 18
4 4

BLDG OVERHANG, TYP
C
C4.0
(4.4%)4.8% (4.2%) (3.6%)

2.3%

2.0%

4.0%

1.6%

0.5%

1.0%

0.9%

1.5%

3.3% 4.8%

1.2%

1.8%

1.0%
(2:1)
(2:1)
(2:1)
(2:1)
(440)
(436)
(437)
(438)
(438)
(438)
(439)
(441)
(442)
(443) (444)
(444)
(444)
(445)
(444)
(446)
(447)
(448)
(448)
(430)
(435)
(440)
(445)
(427)
(428)
(429)
(431)
(432)
(433)
(434)
(436)
(437)
(438)
(439)
(441)
(442)
(443)
(444)
(446)
(447)
(448)
(427)
420
425
430
435
421
422
423
424
426
427
428
429
431
432
433
434
440
445
437
438
439
441
442
443
444
420
425
430
430
430
435
419
421
422
423
424
426
427
428 429
431
432
433
434
436
437
420
419
419
421
422
423
424
425
430
435
426
427
428
429
431
432
433
434
436
437
425
421
422
423
424
426
427
(430)
(435)
428
432
434
436
(427)
(428)
(447)
(447)
433
434
432
430
431
425
430
435
421
422
423
424
426
427
428
429
431
432
433
434
436
437
435435
440
436 436 437
437
438
438
439
(435)
(440) (434) (436) (437)
(438)
(439)
(441)
(442)
(425)
(430)
(435)
(426)
(427)
(428)
(429) (431) (432) (433) (434)
(436)(437) (438)
420
420
425
425
430
435
421
421
422
422
423
423
424
424
426
426
427
427
427
428
428
429
429
431
432
433
434
436 (2:1)
EC4.1
E C4.1
5:1

14.5% 429.06 FS

2.2%

7.7%
14%

3.0%

9.7%17

2.0%

1.4%

5.0%

3.0%

4.2%
SD
SD
424.0TC
423.5FS
+0.7'
424.0TC
423.5FS
-1.5'
422.0FS
434.7TG
432.2INV
4'X6'
(448.2)TOB
438.5TC
438.0FS
435.8TC
435.3FS 429.8TC 429.3FS +0.5'
(443.9)FG
423.5TC
423.0FS
+1.1'
418.4TC
417.9FS-LP
+1.6' 435.0FS 433.9FS
437.1FS
422.0 TG
419.5INV
4'X6'
418.4FS
419.2FS
416.7INV
4"X5.5'
422.3TC
421.8FS
+2.7'
419.2TC
418.7FS
+2.2'
422.2TG
419.2INV
4'X6'
435.6TC
435.1FS
426.3TG
423.5INV
4'X6'
422.9TC
422.4FS
422.9TC
422.4TG
420.0INV
4"X5.5'
423.0FS
434.3TC
433.8FS
428.7TG
426.3INV
4'X6'
433.9TC
433.4FS
433.4FS
432.5TC
432.0TG
429.6INV
4"X5.5'
433.5TC
433.0FS
426.6TG
424.1INV
4'X6'
430.3TG
427.7INV
4'X6'
431.1TG
428.6INV
4'X6'
(430.4)TC
(429.8)FL
433.1TW
430.6FS
(426.7)TC
(426.2)FS
423.9TC
423.4FS
422.5TC
422.0FS
+1.0'
432.4TW
429.9BW
(428.8)TC
(428.3)FL
422.0FS
(442.4)FG (441.9)FG
(447.0)TOB 424.0FS
421.3TC
420.8FS 436.0TC 435.5FS
435.2TC
434.7FS
433.2TC
432.7FS
434.9TC
434.4FS
432.0TC
431.5FS
423.9TC
423.4FS
422.0FS
+0.6'
423.5TC
423.0FS
423.7TC
423.2FS
422.3TC
421.8FS
+2.8' 421.5FS
+1.7'
(424.4)TW
(423.2)FG
(439.8)FG
(446.5)TOB
436.7TC
436.2FS
436.8FS
423.5TC
423.0FS
-0.2'
425.5FS
434.9FS
434.7TC
434.2FS
430.5FS
422.0FS
420.3TC
419.8FS
+2.4'
418.2FS
+0.2'
419.0FS
+2.6'
417.4TG
414.9INV
4'X6'
417.6TG
415.1INV
4'X6' +1.4'
420.0FS
418.5FS
+1.3'
419.5FS
418.9FS
418.3FS
419.3TC
418.8FS
419.3TC
418.8FS
423.1TC
422.6FS
420.0FS
434.5TC
434.0FS
422.6FS
418.2TG
416.0INV
4"X5.5'
422.0TG
419.5INV
4'X6' 434.8FS
430.6TG
428.1INV
4'X6'
426.3TG
423.8INV
4'X6'
427.0FS
427.2TC
426.7FS
427.4TC
426.9FS
429.4TC
428.9FS
431.4TC
430.9FS
431.6TC
431.1FS
435.1TC
434.6FS
436.0FS
429.6TC
429.1FS
432.9TC
432.4FS
432.6TC
432.1FS
419.5FS
419.6FS
421.3FS
422.9FS
422.4FS
427.9FS
431.4FS
437.8TC
437.3FS 436.1FS
435.4FS
423.5RIM
407.5INV
SDMH
425.5TG
423.0INV
4'X6'
420.0RIM
416.7HGL
412.6INV
B
E
F
F
F
F
F
F
F
F
F
F
F
E
E
E
F
F
12"
420.0RIM
412.5INV-IN
412.0INV-OUT
C
436.5TC
436.0FS
418.1TG
415.5INV
4"X5.5'
422.8FS
420.7FL
F
E
D
420.1INV-12"SD
408.6INV-27"SD
(428.1)TC
427.0FS
429.7TW
427.2FS
437.1TW
436.6FG
434.6FS
(434.4TC
(433.7)FL
435.1TW
432.6FS
(432.4TC
(431.7)FL
430.7TW
430.2FG
428.2BW
445.8TW
443.3FS
(440.1)TC
(439.4)FS
(436.1)TC
(435.4)FS
436.8FS
438.7TC
438.2FS
436.4FS
(426.6)TC
(426.0)FS
426.3TC
425.6FS
426.5 TW=FS
434.8FS
437.1TW
434.6FG
439.0TC
438.5FS
434.9TW
431.9FG
435.6TW
432.6FG
422.0TC
421.5FS
420.1TC
419.6FS
422.0FS
421.8FS
420.2TG
417.7INV
4'X6'
F
422.0TC
421.5FS
422.0FS

2.8%
FLAT

3.7%

8.6%

3.1%

1.0%

2.0%

4.1%
FLAT

2.5%

4.1%

2.3%

2.2%

1.1%

1.0%

2.4%

BLDG OVERHANG, TYP
24"SD, L=+330',S=0.015 APPROX 9' BGS
K
L
L
L

1.8%
L
L
I
I
I
426.5 TW=FS
M
M
M
M
M
M
M
M
M
M
437.1TW
436.4FG
M
M
437.2 TW/FS
M
438.7 TW/FS
M 23
M
9 (E) LOT LINE TO BE REMOVED PA (N) ACCESS EASEMENTS (N) ACCESS EASEMENTS 435 436 435436
437
438

15.0'

16.0'
(443.1)TC
M
430.2FG
439.4TW
436.9FS
M
441.1TW
438.6FS
M
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C1.0 MATCHLINE
SEE SHEET C1.2

MATCHLINE
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C1.0_Grading Plan.dwg 7/26/2024 3:59 PM NRAMOS 1:1

GRADING & DRAINAGE PLAN
2 C1.1
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S HATCH LEGENDSLOPES 3:1 OR GREATER NOTE: SEE CIVIL SITE PLAN FOR INFORMATION ON SURFACE IMPROVEMENTS SELF-CERTIFICATION STATEMENT: SELF-CERTIFICATIONS FROM A STATE LICENSED PROFESSIONAL ENGINEER OR THIRD-PARTY CERTIFICATIONS ARE REQUIRED OF ALL BMPS CONSTRUCTED ON THIS PLAN OR FINAL CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED FROM THE CITY. GRADING & DRAINGE NOTES TRENCH DRAIN FLOW DIVERSION MANHOLE PROPRIETARY BIOFILTRATION UNDERGROUND DETENTION (CLOSED) CURB INLET CATCH BASIN. SIZE PER PLAN. AREA INLET CATCH BASIN. SIZE PER PLAN. ASSUMED LOCATION OF ROOF DOWNSPOUT HYDRODYNAMIC SEPARATOR SIDEWALK CUVLERT DRYWELL PROTECT (E) SD IN PLACE CURB CUT RETAINING WALL ( SEE DETAIL 1, SHEET C4.1) ABC
D
E
FG
H
I
JK
LM GRADING LEGEND PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPE EXISTING SLOPE HP HIGH POINT LP LOW POINT DOOR ELEVATION AT DOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK PA PLANTING AREA RIM RIM ELEVATION RL RIDGE LINE TC TOP OF CURB TG TOP OF GRATE TOB TOP OF BANK TW TOP OF WALL 5280.00 (5280.0) 2.00% 2.00% LIMIT OF GRADING PROPERTY LINE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CENTERLINE 400 399 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR (400) (399) PROPOSED STORM DRAIN & DIAMETER EXISTING STORM DRAIN & DIAMETER (8") 8" GRADE BREAK RIDGE LINE SETBACK BUILDING OVERHANG AT-GRADE DOOR LOADING DOCK DOOR BLDG BUILDING RETAINING WALL BOT BOTTOM OF TANK CF CURB FACE (E) EXISTING INV INVERT R/W RIGHT OF WAY TOP TOP OF TANK TYP TYPICAL BGS BELOW GROUND SURFACE SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. SHEET C1.0 SHEET C1.3 SHEET C1.2 SHEET C1.1

PROPOSED BUILDING
FFE=421.8-423.0
(SLOPED 0.5%) BW BOTOM OF WALL
WA
WA
WA

VALENCIA AVE PA PA PA PA PA (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED

1.0%
5:1

1.0%

3.7%

1.5%

2.9%

3.8% 17 29
8 9
2 19 17 18

BLDG OVERHANG, TYP

BLDG OVERHANG, TYP
AC4.0
D
C4.1 24

1.8%

1.7%

1.8%

1.5%

2.1%

0.5%

1.5%
(410)
(415)
(420)
(425)
(411)
(412)
(413)
(414)
(416)
(417)
(418)
(419)
(421)
(422)
(423)
(424)
(426)
(409)
416
416
416
417
417
418
418
419
419
419
423
424
420
420
418
418
419
419
421
422
423
423
423
423
424
424
424 424
(409)
415
412
413414
416
417
415
413
414
420
421
422
421

8.4%
4:1
10 (415.73) TOB 17 (414.00) TOB

4.3%
H2O
H2O
424.0FS
423.0FFE
421.5FS
+4.9'
423.0 FS/DOOR
422.0FS
(410.7)TC
(410.0)FL
(410.2)EG
414.4TW
413.9FG
410.9FS
419.1FS
+4.6'
418.4TC
418.0EG
417.9FL
421.8 FS=FFE
420.2FS
+5.5'
422.7FS
421.5TC
421.0FS
+4.2'
420.7TC
420.2FL
419.2TC
418.7FL
418.2 TC=FS
420.3FS
+6.1'
417.4FS
420.4FS
+3.9'
424.9TC
424.4FS
423.0FS
423.4FS
424.5FG
424.0FL
424.9FG
424.4FL
423.9FS
423.0FS
417.6FG
417.1FL
414.7FG
414.2FL
426.3 RIM
(406.8)INV
(E)SDMH

JOIN (E) SD
I
(403.6)INV
422.5FFE
423.0FFE
422.8FG
422.3FL
422.3FG
421.8FL
(413.4)TC
(412.8)FL
(413.0)EG
417.1TW
413.6FS

3.5' HT MAX
(415.9)TC
(415.2)FL
418.6TW
416.1FS

2.5' HT MAX
(423.7)TC
(423.0)FL
426.4TW
423.9FS

2.5' HT MAX
(425.5)TC
(424.8)FS
426.3TC
425.6FS
419.9TC
419.4FS
+4.6'
417.1FL
417.9TC
417.4FS
420.6TW

2.5' HT MAX
418.1FS
420.9FL
421.7TC
421.2FS
424.4TW
421.9FS

2.5' HT
421.8FS
422.0FS
422.0FS

0.5%

1.0%

1.0%
FLAT
2% (3.1%)
(E) MONUMENT TO REMAIN

9.7%

4.1%

5.7%

3.1%

BLDG OVERHANG,
L
L

1.8%

1.8%
48"SD, L=557',S=0.007 APPROX 16' BGS
K 26
48"SD, L=223',(S=0.005) APPROX 16' BGS
423.4FS
423.5FS
423.9FS
425.0FS

0.9%
422.1FS
422.2FS

WALK SLOPED AWAY
FROM BUILDING AT 2%

1.0%
421.8FS

13.50'

11.7%

4.8%
M
M
M
M 20
M 17
415.5TW
415.0FG
412.0FS
M PA
417.8TC
417.3FS
416.6TC
416.1FL PROPOSED BUILDING FFE=421.8-423.0 (SLOPED 0.5%) (N) ACCESS EASEMENTS
(N) ACCESS

EASEMENTS
421.2FG
420.7FL PA PA 18
M

2.7%

3.5%

1.4%

1.5%

EMPLOYEE BREAK SHELTER
417.60 FS
417.2FG
7:1

3.8%
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

MATCHLINE
SEE SHEET C1.1
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C1.0_Grading Plan.dwg 7/26/2024 3:58 PM NRAMOS 1:1

GRADING & DRAINAGE PLAN
3 C1.2
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' SEE SHEET C1.0 MATCHLINE KEY MAP SCALE: 1" = ' N.T.S 0 SCALE: 1" = 15 30 60 30' HATCH LEGENDSLOPES 3:1 OR GREATER NOTE: SEE CIVIL SITE PLAN FOR INFORMATION ON SURFACE IMPROVEMENTS SELF-CERTIFICATION STATEMENT: SELF-CERTIFICATIONS FROM A STATE LICENSED PROFESSIONAL ENGINEER OR THIRD-PARTY CERTIFICATIONS ARE REQUIRED OF ALL BMPS CONSTRUCTED ON THIS PLAN OR FINAL CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED FROM THE CITY. GRADING & DRAINAGE NOTES TRENCH DRAIN FLOW DIVERSION MANHOLE PROPRIETARY BIOFILTRATION UNDERGROUND DETENTION (CLOSED) CURB INLET CATCH BASIN. SIZE PER PLAN. AREA INLET CATCH BASIN. SIZE PER PLAN. ASSUMED LOCATION OF ROOF DOWNSPOUT HYDRODYNAMIC SEPARATOR SIDEWALK CUVLERT DRYWELL PROTECT (E) SD IN PLACE CURB CUT RETAINING WALL (SEE DETAIL 1, SHEET C4.1) ABC
D
E
FG
H
IJK
LMGRADING LEGEND PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPE EXISTING SLOPE HP HIGH POINT LP LOW POINT DOOR ELEVATION AT DOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK PA PLANTING AREA RIM RIM ELEVATION RL RIDGE LINE TC TOP OF CURB TG TOP OF GRATE TOB TOP OF BANK TW TOP OF WALL 5280.00 (5280.0) 2.00% 2.00% LIMIT OF GRADING PROPERTY LINE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CENTERLINE 400 399 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR (400) (399) PROPOSED STORM DRAIN & DIAMETER EXISTING STORM DRAIN & DIAMETER (8") 8" GRADE BREAK RIDGE LINE SETBACK BUILDING OVERHANG AT-GRADE DOOR LOADING DOCK DOOR BLDG BUILDING RETAINING WALL BOT BOTTOM OF TANK CF CURB FACE (E) EXISTING INV INVERT R/W RIGHT OF WAY TOP TOP OF TANK TYP TYPICAL BGS BELOW GROUND SURFACE SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5.SHEET C1.0 SHEET C1.3 SHEET C1.2 SHEET C1.1 BW BOTTOM OF WALL

NASA STREET

VALENCIA AVE SURVEYOR AVENUE PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA (E) LOT LINE

TO BE REMOVED
(E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (410.77) (2.8%)
(403.79 FS)
(404.79 TC)

1.0% PA
18' LANDSCAPE SETBACK 2.1%

3.8% PA 17 17 12
2 11 28 28 29 28
9 9 PA (E) LOT LINE TO BE REMOVED
BC4.0
C
C4.0
D
C4.1 24

1.0%

3.6%
(0.8%) 2.4%

5.6%

2.6%

1.0%

2.0%

3.7%

3.1%

3.2%

3.7%
5:1
(1.3%)

3.5%

3.1%

0.5%

1.5%

1.6%

1.4%

1.0% 2.4% 2.4%

2.5%

0.5%

1.6%

1.8%

3.4%

3.0%
2%
(400)
(401)(402)(403)(404)
(400)
(405)
(398)
(399)
(401)
(402)
(403)
(404)
(406)
(407)
(408)
(400)
(405)
(397)
(398)
(399)
(401)
(402)
(403)
(404)
(406)
(407)
(408)
(409)
405
410
415
402
403
404
406
407
408
409
411
412
413
414
416
405
410
415
403
404
406
407
408
409
411
412
413
414
416
418
418
419
405
405
410
410
415
415 403
403
403
403
404
404
406
406
407
407
408
408
409
409
411
411
412
412
413
413
414
414
416
416
417
405
410
406
407
408
409
411
412
413
406
407
409
410
406
406
407
408
409
411
(409)
(400) 398 402
404
(405) (404)
(406)
(407)
(408) (409)
414
415
411
412
412
413
413
414
414
405
410
415
404
406
407
408
409
411
412
413
414
410
411
412
413
400 405
398
399
401
402
403
404
406
402 403 404 30' O.C. TYP
405
405
405
403
404
406
407
407
(E) LOT LINE TO BE REMOVED
(N) APPROACH W=32' DRIVEWAY
(2:1) 29
(2:1)
MIN

56.5'
(397.74)
(399.55)
(414.00) TOB
5:1
12%
5:1
(405.40 TC)

2.9%

1.2%
H2O H2O
SD
400.8TC
(400.1±)FL
(398.2)TC
(397.7)FS(400.3)FG 404.9TC 403.4FS 403.5TC 403.0TG 400.5INV 4"X5.5' (413.0)TW (413.0)FG 416.5TC
416.0FL
401.8TG
398.8NV
4'X6'
414.4FS
-1.0' 407.5EG 407.3FL
408.9TC
408.4FS
402.3TG
399.3INV
4'X6'
(408.8)TC
(404.8)TC
(404.3)FS
408.5TW
405.0FS
411.4TC
410.9FL
407.9INV
4"X5.5'
404.9TC
404.4FS
405.4TC
404.9FS
(407.0)TW
(399.8)BW 420.3 FS +5.1'
418.4TC
418.0EG
417.9FL
410.4TC
409.9FS
405.1TC
404.6FS
(403.8)TC
(407.0)TC
(406.3)FL
(411.0)TOB
(400.6±)TC
(399.9±)FL
401.0 TW/FS
401.9 TW/FS
400.6TG
397.4INV
401.2TG
402.5TC
402.0FS 405.0FS (408.3)FS 408.2TC 407.7FS 405.5EG 405.3FL 409.2TC
408.7FS 407.7FS
418.2 TC=FS
417.4FS
420.3FS
417.9TC
417.7TC
417.2FS
+2.0'
418.2TC
417.7FL
416.7TC
416.2FL
405.0TC
404.5FS
401.9FS
408.3TC
407.8FS
414.4TC
413.9FS
405.2TC
404.7FS
410.8TG
408.0INV
4'X6'
416.9 FS
401.9TC
401.4FS 406.2TC 405.7FS
403.75 FS 408.0TG 405.0INV
407.4TG
404.4INV
4'X6' 407.2RIM 395.6INV 406.3RIM 405.5RIM 404.8RIM 403.2RIM 395.9INV POOLING DEPTH=5.6' I
396.3INV
400.0TOP
396.0INV
D
E
F
F
F
E
A
A
H
J
J
F
396.0INV
D
(397.8)RIM
(397.3)FL
(391.0)INV
(397.7)RIM
(390.1)INV
(397.1)RIM
(389.9)INV-IN
(389.8)INV-OUT
D
403.6TC
403.1FS
402.7TC
402.2FL
399.2INV
4"X5.5'
408.8TG
405.8INV
4'X6'
F
F
404.7TC
404.2FL
399.4
INV
409.4TG
406.4INV
4'X6'
F
401.3TW
397.8FS 404.3TW 403.8FG
(398.7)TC
402.4TW
401.9FG
398.9FS
405.4TW
404.9FG
401.9BW
(399.6)TC
403.4TW
399.9FS
(413.0)TOB
410.5TW
410.0FG
(408.5)TC
(407.8)FL
409.0FS
410.0FS
410.7TW
407.2FS
(398.6)TC
403.1TC
402.6FS
(402.2)TC
406.0TW
402.6FS
407.9TW
404.4FS
402.8TG
399.8INV
4'X6'
F
401.6±TC
(400.8)FL
404.3TW
403.8FG

2.5'HT
419.9TC
419.4FS
+4.6'
E
401.5TC
401.0TG
398.0INV
4'X6'
F
402.9EG
402.7FL

3.1%

15.0'
2%
10:1

0.8%
2%
5:1

2.7%

2.0%
FLAT
400.0'HGL
395.9INV-IN
B
396.0INV
27"SD
(E) ESMT TO BE QUITCLAIMED
14' LANDSCAPE
SETBACK 26
9 26 JOIN (E) 18"SD (395.5)INV
K
48"SD, L=223',(S=0.005) APPROX 16' BGS
K
(413.06) TW
(411.26) FG
M
M
409.6TW
409.1FG
412.3TW
408.8FG
M
M
M
M
M 29
M
M
M
M
M
M
M
M
M
M PA
418.7TC
418.2FS
406.2TC
405.7FS
415.7TC
415.2FS
415.0FS
416.2TC
415.7FS PA
417.5TC
417.0FS
417.8TC
417.3FS
416.6TC
416.1FL

1.5% PA (E) LOT LINE TO BE REMOVED 404.0RIM 395.8INV 395.6INV J
404 2.4%

1.0%

1.4%

1.7%
417.1TC
416.6FS

0.5%
406.4TC
405.9FS

3.5%

1.7%

3.4%

2.9%
406.3TC
405.8FS

2.0% 403.0TC
402.5FS

1.0%

2.0%

3.5%

1.1%

3.5%
416.5TC
416.0FL

3.4%

1.3%
402.8TG
398.8INV
4'X6'
F

1.5%

3.5%

3.5%
408.1TG
405.1INV
4'X6'
F
403.2TC
402.7FS
403.8TC
403.3FS

1.8%

2.0%

2.8%
408.3TG
405.3INV
4'X6'
F

3.0%

1.2%
417.2TC
416.7FS
417.3TC
416.8FL

2.3%

3.4%

3.6%

1.6%

3.7%

0.5%

0.9%3.5%
406.0TC
405.5FS

1.5%

3.7%
417.2TC
416.7FL
416.3FL

0.7%

0.5%

1.4%

1.5%

2.2%

1.5%

4.5%
418.1 TC=FS
417.6TC
417.1FS

3.6%

1.5%

2.5%

1.0%

15.0'

6.0'

15.0'

2.7%

1.5%
417.1FS

1.4%

4.5%

1.0%

1.5%

3.5%

1.5%

2.6%
414.5TC
414.0FL

3.2%

2.9%

1.9%

2.1%

3.5%
405.1TC
404.6FS
404.0TG
401.0INV
4'X6'
F
404.4TC
403.9FL
400.9INV
4"X5.5'
E
403.4TC
402.9FS

0.5%

3.5%

3.1% 410.9FG
M

1.5%
(412.3) TOB
412.5TW
409.0FS
M
411.8TW
408.3FS
M

4.4%

3.4%

4.7%
401.85 FS

3.5%

1.1%

2.4%

2.0%

3.7%

4.5%

3.8%

3.7%

3.4%
410.0TW
406.5FS
M
397.9INV

3.0%

2.7%
409.2TG
406.2INV
4'X6'
F

3.6% 4.2%

4.7%

3.6%

4.3% 4.3%

3.7%

3.6%

3.8%

4.5%

3.8%

3.8%
(N) ACCESS

EASEMENT
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

MATCHLINE
SEE SHEET C1.0
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C1.0_Grading Plan.dwg 7/26/2024 3:57 PM NRAMOS 1:1

GRADING & DRAINAGE PLAN
4 C1.3
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S
0 SCALE: 1" = 15 30 60 30' HATCH LEGENDSLOPES 3:1 OR GREATER NOTE: SEE CIVIL SITE PLAN FOR INFORMATION ON SURFACE IMPROVEMENTS SELF-CERTIFICATION STATEMENT: SELF-CERTIFICATIONS FROM A STATE LICENSED PROFESSIONAL ENGINEER OR THIRD-PARTY CERTIFICATIONS ARE REQUIRED OF ALL BMPS CONSTRUCTED ON THIS PLAN OR FINAL CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED FROM THE CITY. GRADING & DRAINAGE NOTES TRENCH DRAIN FLOW DIVERSION MANHOLE PROPRIETARY BIOFILTRATION UNDERGROUND DETENTION (CLOSED) CURB INLET CATCH BASIN. SIZE PER PLAN. AREA INLET CATCH BASIN. SIZE PER PLAN. ASSUMED LOCATION OF ROOF DOWNSPOUT HYDRODYNAMIC SEPARATOR SIDEWALK CUVLERT DRYWELL PROTECT (E) SD IN PLACE CURB CUT RETAINING WALL (SEE DETAIL 1, SHEET C4.1) ABC
D
E
FG
H
IJK
LM GRADING LEGEND PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPE EXISTING SLOPE HP HIGH POINT LP LOW POINT DOOR ELEVATION AT DOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK PA PLANTING AREA RIM RIM ELEVATION RL RIDGE LINE TC TOP OF CURB TG TOP OF GRATE TOB TOP OF BANK TW TOP OF WALL 5280.00 (5280.0) 2.00% 2.00% LIMIT OF GRADING PROPERTY LINE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CENTERLINE 400 399 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR (400) (399) PROPOSED STORM DRAIN & DIAMETER EXISTING STORM DRAIN & DIAMETER (8") 8" GRADE BREAK RIDGE LINE SETBACK BUILDING OVERHANG AT-GRADE DOOR LOADING DOCK DOOR BLDG BUILDING RETAINING WALL BOT BOTTOM OF TANK CF CURB FACE (E) EXISTING INV INVERT R/W RIGHT OF WAY TOP TOP OF TANK TYP TYPICAL BGS BELOW GROUND SURFACE SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. SHEET C1.0 SHEET C1.3 SHEET C1.2 SHEET C1.1 BW BOTTOM OF WALL

SURVEYOR AVENUE
ENTERPRISE STREET A.P.N. 320-233-03 OWNER: BREA INDUSTRIAL III LLC

60.00' R/W PROPOSED BUILDING

PROPOSED

BUILDING
(E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) SEE DRIVEWAY ENLARGEMENT 'A' ON SHEET C2.2 SEE DRIVEWAY ENLARGEMENT 'B' ON SHEET C2.2 VAN CANOPY OVERHEAD, TYP. BATTERY STORAGE PER 2022 TITLE 24 VAN CANOPY OVERHEAD, TYP. SEE DRIVEWAY ENLARGEMENT 'C' ON SHEET C2.2 PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. PA PA PA TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.

A
A
C
A
H
D
H
H
E
F
C
A
I
P
P
O
P
P
K
K
M
M
K
M
L
M
K
I
O
6 6 11 11
2 2
7 16 16
9 8
9 9
9 4 12
4 B
A
T
C
U
A
B
U
U
I
Q
D
Y
Y WW BY OTHERS TYP. D JJ

25.0' 25.0'
Q
R
RQ 26 26 TYP.

A TYP.

O PA PA PA TYP.

O PA
T
O TYP.

O TYP.

O TYP. TYP. 26 26
Q
R TYP.

O PA

32.0'
(E) HH PA
R
Q

W KK BY OTHERS (E) BUILDING CC BY OTHERS
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C2.1 MATCHLINE
SEE SHEET C2.3

MATCHLINE
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C2.0_Civil Site Plan.dwg 7/26/2024 4:07 PM NRAMOS 1:1

CIVIL SITE PLAN
5 C2.0
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S SEE SHEET C2.2 MATCHLINE AT GRADE DOOR LEGEND EXISTING PROPOSED PROPERTY LINE LOT LINE EASEMENT CENTERLINE SIGN BOLLARD LOADING DOCK DOOR N/A TREES PAVEMENT MARKINGS HATCH LEGENDCONCRETE PAVING ASPHALT PAVING PA PLANTING AREA ROOF OVERHANG FENCE CONSTRUCTION NOTES VERTICAL CURB CURB AND GUTTER V-GUTTER LIGHT POLE STAIRS TRASH ENCLOSURE FENCE GATE SPEED BUMP WHEEL STOP EV CHARGER PAINTED DIRECTIONAL ARROW BOLLARDS PARKING STRIPING VAN LOADING/QUEUING STRIPING CANOPY COLUMN STOP BAR STOP SIGN ENHANCED PAVED ENTRY DIAGONAL NO PARKING STRIPING SIDEWALK EARTHEN SWALE RIDE SHARE SHELTER MONUMENT SIGN RETAINING WALL ONE-WAY SIGN ABC
D
E
FG
H
IJK
LM
NO
PQ
R
S
TU
VWXY
Z N/A SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. SHEET C2.0 SHEET C2.3 SHEET C2.2 SHEET C2.1 OFFSITE CONSTRUCTION NOTES BICYCLE LANE ROAD MARKINGS BICYCLE LANE CENTER STRIPING PLANTING STRIP NOT USED CURB RAMP PEDESTRIAN CROSSWALK STRIPING FLUSH CURB RETAINING WALL BENCH WAYFINDING AND TRAIL BRANDING SIGNAGE PUBLIC CURB & GUTTER SIDEWALK CULVERT TO (E) STORM DRAIN CATCH BASIN STOP SIGN STOP BAR NOT USED DIRECTIONAL ROAD MARKINGS SHARROW ROAD MARKINGS "ROAD NARROWS" SIGN CENTERLINE STRIPING MODIFY PUBLIC STREET LIGHT BUS STOP TURNOUT 'LEFT TURN ONLY' STRIPING CONCRETE SIDEWALK ROADWAY STRIPING AABBCCDD EEFF GGHHII JJ KKLL MMNN OOPPQQRRSS TTUUVV WWXX PARKING STALL NOTES FOR PARKING STALL DESIGNATIONS AND LOCATIONS SEE SHEETS 3 AND 5.

A.P.N. 320-233-21 OWNER: BIRCHLUX ASSOCIATES LP

VALENCIA AVE

PROPOSED

BUILDING
(E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED VAN CANOPY OVERHEAD, TYP. SEE DRIVEWAY ENLARGEMENT 'D' HEREON (N) ACCESS EASEMENT (N) ACCESS EASEMENT 93' ROW PA PA PA PA PAPA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. PA PA PA TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.

A
A 01
L
C
C
I
I
I
I
I
I
K
M
L
L
L
L
9 9 17 17 13 23 19 18
4 4
U
P
A
U
I
R
R
R
R
U
R
R
R
R
D
Q
Q
Q
Q
Q
D
D
U
U
U
K
M
C
U TYP. (E) ESMT TO BE QUITCLAIMED TYP.

D PA 18 (E) ESMT TO BE QUITCLAIMED PA TYP.

O TYP.

A TYP.

O TYP.

32.0'

32.0' 32.0'
Q

32.0'

32.0' WW WW WW EE TT

22.4'
(E) BUILDING

52.1'
R25'
(E) DRIVEWAY 28' WIDE TYP. TYP. 10
R
Q
S
X
R25'
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C2.0 MATCHLINE
SEE SHEET C2.2

MATCHLINE
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C2.0_Civil Site Plan.dwg 7/26/2024 4:10 PM NRAMOS 1:1

CIVIL SITE PLAN
6 C2.1
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S HATCH LEGENDPROPOSED CONCRETE PAVING PROPOSED ASPHALT PAVING PA PROPOSED PLANTING AREA CONSTRUCTION NOTES VERTICAL CURB CURB AND GUTTER V-GUTTER LIGHT POLE STAIRS TRASH ENCLOSURE FENCE GATE SPEED BUMP WHEEL STOP EV CHARGER PAINTED DIRECTIONAL ARROW BOLLARDS PARKING STRIPING VAN LOADING/QUEUING STRIPING CANOPY COLUMN STOP BAR STOP SIGN ENHANCED PAVED ENTRY DIAGONAL NO PARKING STRIPING SIDEWALK EARTHEN SWALE RIDE SHARE SHELTER MONUMENT SIGN RETAINING WALL ONE-WAY SIGN ABC
D
E
FG
H
IJK
LM
NO
P
Q
R
S
TU
VWXY
ZAT GRADE DOOR LEGEND EXISTING PROPOSED PROPERTY LINE LOT LINE EASEMENT CENTERLINE SIGN BOLLARD LOADING DOCK DOOR N/A TREES PAVEMENT MARKINGS ROOF OVERHANG FENCE N/A SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. SHEET C2.0 SHEET C2.3 SHEET C2.2 SHEET C2.1 SCALE: 1" = 10' DRIVEWAY ENLARGEMENT 'D' OFFSITE CONSTRUCTION NOTES BICYCLE LANE ROAD MARKINGS BICYCLE LANE CENTER STRIPING PLANTING STRIP NOT USED CURB RAMP PEDESTRIAN CROSSWALK STRIPING FLUSH CURB RETAINING WALL BENCH WAYFINDING AND TRAIL BRANDING SIGNAGE PUBLIC CURB & GUTTER SIDEWALK CULVERT TO (E) STORM DRAIN CATCH BASIN STOP SIGN STOP BAR NOT USED DIRECTIONAL ROAD MARKINGS SHARROW ROAD MARKINGS "ROAD NARROWS" SIGN CENTERLINE STRIPING MODIFY PUBLIC STREET LIGHT BUS STOP TURNOUT 'LEFT TURN ONLY' STRIPING CONCRETE SIDEWALK ROADWAY STRIPING AABBCCDDEEFF GGHHII JJ KKLL MM NNOOPPQQRRSSTTUUVV WWXX PARKING STALL NOTES FOR PARKING STALL DESIGNATIONS AND LOCATIONS SEE SHEETS 3 AND 5.

VALENCIA AVE PROPOSED BUILDING

EV EV EV EV EV

PROPOSED

BUILDING
(E) LOT LINE TO BE REMOVED
LA ENTRADA DR VAN CANOPY OVERHEAD, TYP.
(E) STRIPING EMPLOYEE BREAK SHELTER (N) ACCESS EASEMENT (N) ACCESS EASEMENT 92' ROW PA PA PA PA TYP. TYP. TYP. TYP. TYP. TYP. TYP. PA TYP. TYP. TYP.

A
P
P 17 17 17 24
8 9
2 20 19
U
V
U
O
A
A
B 13 10 TYP.

D PA TYP.

O 26
O TYP. TYP.

A VV UU XX XX XX WW WW WW EE PA (E) BUILDING, TYP. (E) BUILDING, TYP.

R25'
(E) DRIVEWAY 51' WIDE TYP. TYP. TYP. 29
S
Q
R
R26'
R25'
R22'
(E) DRIVEWAY 43' WIDE TYP. TYP. TYP. TYP.

A
Q
S
R (E) DRIVEWAY 51' WIDE
R30'
R36' TYP. TYP. TYP.

S
Q
R
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
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waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C2.3 MATCHLINE

MATCHLINE
SEE SHEET C2.1
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C2.0_Civil Site Plan.dwg 7/26/2024 4:11 PM NRAMOS 1:1

CIVIL SITE PLAN
7 C2.2
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S SEE SHEET C2.0 MATCHLINE HATCH LEGENDCONCRETE PAVING ASPHALT PAVING PA PLANTING AREA CONSTRUCTION NOTES VERTICAL CURB CURB AND GUTTER V-GUTTER LIGHT POLE STAIRS TRASH ENCLOSURE FENCE GATE SPEED BUMP WHEEL STOP EV CHARGER PAINTED DIRECTIONAL ARROW BOLLARDS PARKING STRIPING VAN LOADING/QUEUING STRIPING CANOPY COLUMN STOP BAR STOP SIGN ENHANCED PAVED ENTRY DIAGONAL NO PARKING STRIPING SIDEWALK EARTHEN SWALE RIDE SHARE SHELTER MONUMENT SIGN RETAINING WALL ONE-WAY SIGN ABC
D
E
FG
H
IJK
LM
NO
PQ
R
S
TU
VWXY
Z AT GRADE DOOR LEGEND EXISTING PROPOSED PROPERTY LINE LOT LINE EASEMENT CENTERLINE SIGN BOLLARD LOADING DOCK DOOR N/A TREES PAVEMENT MARKINGS ROOF OVERHANG FENCE N/A SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. SHEET C2.0 SHEET C2.3 SHEET C2.2 SHEET C2.1 SCALE: 1" = 10' DRIVEWAY ENLARGEMENT 'A' SCALE: 1" = 10' DRIVEWAY ENLARGEMENT 'B' SCALE: 1" = 10' DRIVEWAY ENLARGEMENT 'C' OFFSITE CONSTRUCTION NOTES BICYCLE LANE ROAD MARKINGS BICYCLE LANE CENTER STRIPING PLANTING STRIP NOT USED CURB RAMP PEDESTRIAN CROSSWALK STRIPING FLUSH CURB RETAINING WALL BENCH WAYFINDING AND TRAIL BRANDING SIGNAGE PUBLIC CURB & GUTTER SIDEWALK CULVERT TO (E) STORM DRAIN CATCH BASIN STOP SIGN STOP BAR NOT USED DIRECTIONAL ROAD MARKINGS SHARROW ROAD MARKINGS "ROAD NARROWS" SIGN CENTERLINE STRIPING MODIFY PUBLIC STREET LIGHT BUS STOP TURNOUT 'LEFT TURN ONLY' STRIPING CONCRETE SIDEWALK ROADWAY STRIPING AABBCCDDEEFF GGHHII JJ KKLL MMNNOO PPQQRRSSTTUUVV WWXX PARKING STALL NOTES FOR PARKING STALL DESIGNATIONS AND LOCATIONS SEE SHEETS 3 AND 5. (N) DRIVEWAY 14' WIDE
PA TYP. TYP. 12
S
R
Q 24
Z
R30.00'
R44.00'
R1.00'
PA TYP.

Q
S
PA
(N) DRIVEWAY 32' WIDE TYP.

R TYP. GG GG EE EE FF AAOO
PA
R20.00'
R20.00'
(N) ACCESS EASEMENT

NASA STREET

VALENCIA AVE SURVEYOR AVENUE

CARPOOL ONLY

EV EV CAPABLE

EV CAPABLE

EV CAPABLE EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV

EV CAPABLE

EV TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E)

NASA STREET (E) PL SEE DRIVEWAY ENLARGEMENT 'E' HEREON SEE DRIVEWAY ENLARGEMENT 'F' HEREON 60' ROW
60' ROW PA PA PA PA PA PA PA PAPA PA PA PA PA PA PA PA PA PA PA PA PA PA TYP. TYP. TYP. TYP. TYP. TYP. TYP. PA PA PA TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.

A
B
C
O
K
M
L
L
L
L 17 17
6 11 28 29 28 29 29 28
9 9
A
B
I
W
B
D
I
A
C
A
B
D

X HH HH HH

12.0'

12.0' NN KK BY OTHERS EE EEFF IIJJ BB NN MM MAINTAIN CLR SPACE FOR ADA

5.0' WALK TYP.

3.0' PA TYP.

10.0' BIKE LANE HH HH PA 26

PRIVATE DRIVEWAY

APPROACH

26.0'

32.0'

28.0'

32.0'

32.0'
L TYP. WW WW WW EE PA PA PA TYP.

B TYP.

U TYP. TYP.

U TYP.

33.8'

50.0' TYP.

C KK BY OTHERS 10' BIKE LANE BY OTHERS WW (E) TO REMAIN (E) TO REMAIN WW (E) 5' SIDEWALK NN PA

18.4'

32.0'

15.0'

6.0'
(E) BUILDING, TYP.
(N) ACCESS EASEMENT CC CC 2' PLANTING STRIP BY OTHERS WW BY OTHERS THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
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C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C2.2 MATCHLINE

MATCHLINE
SEE SHEET C2.0
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C2.0_Civil Site Plan.dwg 7/26/2024 5:22 PM NRAMOS 1:1

CIVIL SITE PLAN
8 C2.3
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S HATCH LEGENDPROPOSED CONCRETE PAVING PROPOSED ASPHALT PAVING PA PROPOSED PLANTING AREA CONSTRUCTION NOTES VERTICAL CURB CURB AND GUTTER V-GUTTER LIGHT POLE STAIRS TRASH ENCLOSURE FENCE GATE SPEED BUMP WHEEL STOP EV CHARGER PAINTED DIRECTIONAL ARROW BOLLARDS PARKING STRIPING VAN LOADING/QUEUING STRIPING CANOPY COLUMN STOP BAR STOP SIGN ENHANCED PAVED ENTRY DIAGONAL NO PARKING STRIPING SIDEWALK EARTHEN SWALE RIDE SHARE SHELTER MONUMENT SIGN RETAINING WALL ONE-WAY SIGN ABC
D
E
FG
H
IJK
LM
NO
PQ
R
S
TU
VWXY
Z AT GRADE DOOR LEGEND EXISTING PROPOSED PROPERTY LINE LOT LINE EASEMENT CENTERLINE SIGN BOLLARD LOADING DOCK DOOR N/A TREES PAVEMENT MARKINGS ROOF OVERHANG FENCE N/A SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. SHEET C2.0 SHEET C2.3 SHEET C2.2 SHEET C2.1 SCALE: 1" = 10' DRIVEWAY ENLARGEMENT 'E' SCALE: 1" = 10' DRIVEWAY ENLARGEMENT 'F' OFFSITE CONSTRUCTION NOTES BICYCLE LANE ROAD MARKINGS BICYCLE LANE CENTER STRIPING PLANTING STRIP NOT USED CURB RAMP PEDESTRIAN CROSSWALK STRIPING FLUSH CURB RETAINING WALL BENCH WAYFINDING AND TRAIL BRANDING SIGNAGE PUBLIC CURB & GUTTER SIDEWALK CULVERT TO (E) STORM DRAIN CATCH BASIN STOP SIGN STOP BAR NOT USED DIRECTIONAL ROAD MARKINGS SHARROW ROAD MARKINGS "ROAD NARROWS" SIGN CENTERLINE STRIPING MODIFY PUBLIC STREET LIGHT BUS STOP TURNOUT 'LEFT TURN ONLY' STRIPING CONCRETE SIDEWALK ROADWAY STRIPING AABBCCDDEEFF GG HHII JJ KKLL MMNNOO PPQQRRSSTTUUVV WW XX PARKING STALL NOTES FOR PARKING STALL DESIGNATIONS AND LOCATIONS SEE SHEETS 3 AND 5.

PROPOSED

BUILDING
FFE=421.8-423.0
(SLOPED 0.5%) SURVEYOR AVENUE
ENTERPRICE STREET A.P.N. 320-233-03 OWNER: BREA INDUSTRIAL III LLC

1.5%

1.0%

1.5%

1.0%

1.5%

1.0%
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
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C I V I L E N G I N E E R I N G & S U R V E Y I N G 6/21/24

PLANNING RESUBMITTAL
TENTATIVE PARCEL MAP NO. 2022-193
T.R. 8600 & 9762
275 VALENCIA AVE, BREA, CA 92823 IRV21-5032 N. RAMOS F. GARCIA 6/25/2420 05-18-2022 PLANNING SUBMITTAL
01-05-2023 PLANNING RESUBMITTAL
08-11-2023 PLANNING RESUBMITTAL
01-10-2024 PLANNING RESUBMITTAL
04-05-2024 PLANNING RESUBMITTAL
06-25-2024 PLANNING RESUBMITTAL

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 SEE SHEET C3.1 30' MATCHLINE
SEE SHEET C3.3

MATCHLINE
W:\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C3.0_Cut & Fill Plan.dwg 6/21/2024 8:32 AM NRAMOS 1:1

CUT & FILL PLAN
9 C3.0

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S SEE SHEET C3.2 MATCHLINE LEGEND LIMIT OF GRADING PROPERTY LINE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR CUT-FILL LINE ELEVATIONS TABLE DESC CUT FILL MINIMUM ELEVATION -20.94 0.00 MAXIMUM ELEVATION 0.00 7.50 COLOR TOTAL SITE PRELIMINARY EARTHWORK QUANTITIES CUT (CY) FILL (CY) GENERAL 77,300 58,800 OVEREXCAVATION 8,300 UNDERGROUND DETENTION 5,310 METHANE MITIGATION 10,170 NET 25,680 [EXPORT] NOTE: THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF PLANNING PURPOSES ONLY. WARE MALCOMB DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS/HER OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. SINCE SLAB ELEVATIONS OF THE EXISTING BANK OF AMERICA BUILDING ARE UNKNOWN, TOPOGRAPHIC SURVEY ALONG EXTERIOR OF THE BUILDING WAS INTERPOLATED ACROSS THE BUILDING FOOTPRINT FOR AN AVERAGED VALUE. TOTALS ARE A RAW COMPARISON BETWEEN EXISTING GRADE AND FINISHED GRADE. TOTALS DO NOT ACCOUNT FOR SHRINKING OR SWELLING OF EXCAVATED SOILS, UTILITY TRENCHING, BUILDING FOUNDATIONS OR PAVING SECTIONS. PROJECT WILL INCORPORATE FULL METHANE MITIGATION. PRELIMINARY DESIGN OF METHANE MITIGATION SYTEM ASSUMED TO BE 18" THICK BELOW PAD ELEVATION. SHEET C3.0 SHEET C3.3 SHEET C3.2 SHEET C3.1 07-26-2024 PLANNING RESUBMITTAL 7/26/24 7/26/24
A.P.N. 320-233-21 OWNER: BIRCHLUX ASSOCIATES LP

VALENCIA AVE
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 6/21/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C3.0 MATCHLINE
SEE SHEET C3.2

MATCHLINE
W:\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C3.0_Cut & Fill Plan.dwg 6/21/2024 8:34 AM NRAMOS 1:1 CUT & FILL PLAN 10 C3.1

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S LEGEND LIMIT OF GRADING PROPERTY LINE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR CUT-FILL LINE ELEVATIONS TABLE DESC CUT FILL MINIMUM ELEVATION -20.94 0.00 MAXIMUM ELEVATION 0.00 7.50 COLOR SHEET C3.0 SHEET C3.3 SHEET C3.2 SHEET C3.1 TOTAL SITE PRELIMINARY EARTHWORK QUANTITIES CUT (CY) FILL (CY) GENERAL 77,300 58,800 OVEREXCAVATION 8,300 UNDERGROUND DETENTION 5,310 METHANE MITIGATION 10,170 NET 25,680 [EXPORT] NOTE: THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF PLANNING PURPOSES ONLY. WARE MALCOMB DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS/HER OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. SINCE SLAB ELEVATIONS OF THE EXISTING BANK OF AMERICA BUILDING ARE UNKNOWN, TOPOGRAPHIC SURVEY ALONG EXTERIOR OF THE BUILDING WAS INTERPOLATED ACROSS THE BUILDING FOOTPRINT FOR AN AVERAGED VALUE. TOTALS ARE A RAW COMPARISON BETWEEN EXISTING GRADE AND FINISHED GRADE. TOTALS DO NOT ACCOUNT FOR SHRINKING OR SWELLING OF EXCAVATED SOILS, UTILITY TRENCHING, BUILDING FOUNDATIONS OR PAVING SECTIONS. PROJECT WILL INCORPORATE FULL METHANE MITIGATION. PRELIMINARY DESIGN OF METHANE MITIGATION SYTEM ASSUMED TO BE 18" THICK BELOW PAD ELEVATION. 07-26-2024 PLANNING RESUBMITTAL 7/26/24 7/26/24

EV EV EV EV EV

VALENCIA AVE

PROPOSED

BUILDING
FFE=421.8-423.0
(SLOPED 0.5%)
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 6/21/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C3.3 MATCHLINE

MATCHLINE
SEE SHEET C3.1
W:\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C3.0_Cut & Fill Plan.dwg 6/21/2024 8:34 AM NRAMOS 1:1 CUT & FILL PLAN 11 C3.2

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S SEE SHEET C3.0 MATCHLINE LEGEND LIMIT OF GRADING PROPERTY LINE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR CUT-FILL LINE ELEVATIONS TABLE DESC CUT FILL MINIMUM ELEVATION -20.94 0.00 MAXIMUM ELEVATION 0.00 7.50 COLOR SHEET C3.0 SHEET C3.3 SHEET C3.2 SHEET C3.1 TOTAL SITE PRELIMINARY EARTHWORK QUANTITIES CUT (CY) FILL (CY) GENERAL 77,300 58,800 OVEREXCAVATION 8,300 UNDERGROUND DETENTION 5,310 METHANE MITIGATION 10,170 NET 25,680 [EXPORT] NOTE: THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF PLANNING PURPOSES ONLY. WARE MALCOMB DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS/HER OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. SINCE SLAB ELEVATIONS OF THE EXISTING BANK OF AMERICA BUILDING ARE UNKNOWN, TOPOGRAPHIC SURVEY ALONG EXTERIOR OF THE BUILDING WAS INTERPOLATED ACROSS THE BUILDING FOOTPRINT FOR AN AVERAGED VALUE. TOTALS ARE A RAW COMPARISON BETWEEN EXISTING GRADE AND FINISHED GRADE. TOTALS DO NOT ACCOUNT FOR SHRINKING OR SWELLING OF EXCAVATED SOILS, UTILITY TRENCHING, BUILDING FOUNDATIONS OR PAVING SECTIONS. PROJECT WILL INCORPORATE FULL METHANE MITIGATION. PRELIMINARY DESIGN OF METHANE MITIGATION SYTEM ASSUMED TO BE 18" THICK BELOW PAD ELEVATION. 07-26-2024 PLANNING RESUBMITTAL 7/26/24 7/26/24

CARPOOL ONLY

EV EV CAPABLE

EV CAPABLE

EV CAPABLE EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV

EV CAPABLE

EV CAPABLE
EV

NASA STREET

VALENCIA AVE SURVEYOR AVENUE
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 6/21/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 15 30 60 30' SEE SHEET C3.2 MATCHLINE

MATCHLINE
SEE SHEET C3.0
W:\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C3.0_Cut & Fill Plan.dwg 6/21/2024 8:35 AM NRAMOS 1:1 CUT & FILL PLAN 12 C3.3

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

1.78%
(N) CURB (E) N'LY PL
-2.87% EXISTING GRADE DAYLIGHT PROPOSED GRADE

1.93% FLOW LINE VAN LOADING AREA (N) VALLEY GUTTER PARKING LOT PROPOSED BUILDING FFE=423-421.8 (SLOPED 0.50%) GRADE BREAK PLANTED MEDIAN (N) 8"FW (E) 96"W
(N) STORMWATER DETENTION TANK (CLOSED)
(N) 30"SD VAN STAGING AREA RIDGELINE (N) CURB W'LY R/W VALENCIA AVE GRADE BREAK -1.06% 26.0' 24.4' -1.71% -1.85%

2.94%
-2.33%
-8.34% 17.3' (E) DRY UT ESMT 410 420 430 440 450 410 420 430 440 450 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 EXISTING GRADE PROPOSED FINISHED FLOOR E'LY R/W(N) CURB & GUTTER (N)CURB (N) CURB (N) VALLEY GUTTER FINISHED GRADE PROPOSED BUILDING FFE=422.50 @ SECTION A-A TRUCK COURT (N) PUBLIC WALK & BUS TURNOUT W'LY R/W -1.00% E'LY R/W DRIVE AISLE 92.5' R/W 50.0' -3.49%
-2.29%
-3.47% EXISTING GRADE DAYLIGHT (N) 2.5' H RETAINING WALL (N) EARTHEN SWALE (N) 16.5' ACCESS EASEMENT (E) 48"SD
(N) 8"FW VALENCIA CL SURVEYOR AVE CL 60' R/W (E) TELECOM & RETAINING WALL W'LY R/W CONTINOUES HEDGE & PERIMETER TREES PER LANDSCAPE PLAN L-2 (E) 6' DRY UT ESMT (E) 8' DRY UT ESMT 380 390 400 410 420 430 440 380 390 400 410 420 430 440 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 N'LY R/W (E) CURB & GUTTER (N) CURB & GUTER (N) CURB DRIVE AISLE PARKING SPACES (N) CURB 32' DRIVE AISLE (N) CURB PROPOSED BUILDING FFE=423-421.8 (SLOPED 0.50%) 59' VAN STAGING AREA -1.71% -3.11%
-0.48% EXISTING GRADE DAYLIGHT PROPOSED GRADE
-2.71% -1.54%
-2.43%
-9.58% FLOWLINE (N) RET. WALL. SEE DETAIL 1 ON SHEET C4.1 S'LY R/W 60' R/W NASA STREET CL (N) TRACKS TRAIL EXTENSION (N) 12"SD (E) 10"WW (E) 48"SD 20.3' (E) 30"GAS VAN LOADING AREA 22' PLANTED MEDIAN (N) 8"FW 23.6' 49.6' 5' PCC WALK 10' AC TRAIL (E) DRY UT ESMT 405.3 TW 401.8 BW (N) 18"SD (N) ACCESS ESMT WIDTH VARIES 380 390 400 410 420 430 440 450 380 390 400 410 420 430 440 450 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 PROPOSED FINISHED GRADE N'LY PL (N) CURB -4.11%
-1.78% -0.48% PROPOSED BUILDING FFE=423-421.8 (SLOPED 0.50%) (N) CURB MEDIAN (N) CURB DRIVE AISLE DRIVE AISLE (N) CURB -3.74%
-4.78% PROPOSED FINISHED FLOOR EXISTING GRADE DAYLIGHT
-24.22%
-0.99%
-4.06%
-1.78%
-4.28%
-2.56% VAN STAGING AREA (N) VALLEY GUTTER (N) CURB (N) CURB FINISHED GRADE PLANTED MOUND DAYLIGHT (N) EARTHEN SWALE E'LY R/W PLANTED MEDIAN (N) CURB VAN LOADING AREA VAN LOADING AREA GRADE BREAK -1.07% PLANTED MEDIAN VAN STAGING AREA PRIVATE PROPERTY (N) 8"FW (E) 24"SD (E) 8"SS 12.0' (E) 96"W (N) 15"SD 44.7' (N) 24"SD (N) 8"FW 26.8' 46.6' (N) 6"SS (E) 30"GAS 50.5' (E) 48"SD 23.5' (E) 10"WW 18.4' (N) 9"SD 50.0' W'LY R/W (E) PLANTED AREA (E) CURB & GUTTER SURVEYOR AVE CL (N) TRACKS TRAIL EXTENSION BY OTHER 60' R/W (E) 6' & 10' DRY UT ESMT (E) 38.5' SD & SS ESMT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 6/21/24

NOT FOR CONSTRUCTION
6/21/2024 8:38 AM NRAMOS 1:1
SITE SECTIONS 13 C4.0
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S
0 SCALE: Hor: 1" = SCALE: Vert: 1" = 25 50 100 50' 10' SECTION B-B STA: 10+00 TO 26+00 SECTION A-A STA: 10+00 TO 23+00 A
A
C
C
B
B

SEE BELOW

MATCHLINE

SEE ABOVE
MATCHLINE GROUNDWATER NOTE: GROUNDWATER WAS NOT ENCOUNTERED IN ANY GEOTECHNICAL EXPLORATORY BORINGS, WITH THE DEEPEST BORING ADVANCED TO ABOUT A 95-FOOT DEPTH BELOW GROUND SURFACE. SECTION C-C STA: 10+00 TO 30+00 07-26-2024 PLANNING RESUBMITTAL 7/26/24 7/26/24
420 430 440 450 420 430 440 450 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 EXISTING GRADE (N) CURB (N) VALLEY GUTTER DAYLIGHT (N) VALLEY GUTTER (N) VALLEY GUTTER (N) VALLEY GUTTER (N) CURB 16' WALK AISLE (N) CURB 15.5' WALK AISLE PARKING LOT (N) CURB W'LY PL W'LY R/W -1.40% -1.48% -0.69% -3.86%
-2.00%
-3.42% -1.73%
-1.13%
-1.69%
(N) RIDGELINE PRIVATE PROPERTY (N)15"SD (N)9"SD E'LY R/W VALENCIA CL 92.5' R/W (N) TIERED RETAINING WALLS (E) 28' SD & SS ESMT (E) 8' DRY UT ESMT 400 410 420 430 400 410 420 430 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 EXISTING GRADE (N) CURB (N) VALLEY GUTTER PARKING LOT (N) VALLEY GUTTER (N) VALLEY GUTTER W'LY R/W W'LY 15' R/W WALKWAY DAYLIGHT MEDIAN -0.64% (N) EARTHEN SWALE -1.03% -0.99% -1.01% -2.25%
-2.18%
-2.94%
-1.52%

2.48%

1.75% -1.61% (N) CHARGING PAD 50.0'92.5' R/W E'LY R/W VALENCIA CL SURVEYOR AVE CL 60' R/W E'LY R/W (N) TRACKS TRAIL EXTENSION BY OTHERS (N) 8"SD (N) VALLEY (N) FLOWLINE GUTTER 15' WALKWAY MEDIAN 6' CHARGING PAD 15' WALKWAY MEDIAN (N) VALLEY GUTTER 15' WALKWAY MEDIAN (N) 10"SD (N) 10"SD (N) 15"SD (E) 6' & 10' DRY UT ESMT (E) 8' DRY UT ESMT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 6/21/24

NOT FOR CONSTRUCTION
6/21/2024 8:40 AM NRAMOS 1:1
SITE SECTIONS 14 C4.1
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S
0 SCALE: Hor: 1" = SCALE: Vert: 1" = 25 50 100 50' 10' SECTION E-E STA: 9+50 TO 17+50 D
D
E
E SECTION D-D STA: 9+50 TO 19+50 GROUNDWATER NOTE: GROUNDWATER WAS NOT ENCOUNTERED IN ANY GEOTECHNICAL EXPLORATORY BORINGS, WITH THE DEEPEST BORING ADVANCED TO ABOUT A 95-FOOT DEPTH BELOW GROUND SURFACE. TOP OF WALL (TW)

FINISHED GRADE (FG) AT TOP OF WALL FINISHED GRADE (FG) AT BOTTOM OF WALL (BW) EXPOSED HEIGHT (H) 42" MAX H 6" TYP 12" TYPD=24" W=36" NOTE: DETAIL IS PRELIMINARY IN NATURE. OFFSET FOOTING TO BE FULLY DESIGNED DURING FINAL DESIGN AND PERMITTING BASED ON SITE SOILS CHARACTERISTICS, SPECIFIC SITE CONSTRAINTS AND RETAINED HEIGHTS. 1 PRELIMINARY RETAINING WALL DETAIL N.T.S. 07-26-2024 PLANNING RESUBMITTAL 7/26/24 7/26/24
Uk
WA
WA

WA SURVEYOR AVENUE

ENTERPRISE STREET

NASA STREET
A.P.N. 320-233-03
OWNER: BREA
INDUSTRIAL III LLC A.P.N. 320-233-21 OWNER: BIRCHLUX ASSOCIATES LP

VALENCIA AVE
6 6 29 11 11
2 2
7 16
8 16
9 9
9 9 17 10 17 12 23 19 18 18
4 4
4 12 17 17 17 24
8 9 20 12 19 17 17 12
2 11 17 29 28 29 29 28
9 9 13 13
(E) 30"GAS
(E) 48"SD
(E) 10"WW
(E) MWD 96"W
(E) 8"SS
P SDMH
P SDMH
P (48") SD AT PL AT CB 10" FW BFP & FDC
P (18") SD 10"FW BFP & FDC
P
P
P (48") SD
(10") WW (10") SS
P
P (48") SD
P
P (30") GAS
P
P (8") SS
P (24") SDP (8") SS
P (24") SD
P (8") SS
P (24") SD
P SSMH
P SSMH
P SDMH
P SSMH
P (96") MWD WM
P (96") MWD WM
P (96") MWD WM
P
Y
(E) 54" SD
(E) 21" SD
(E) 18" SD
(E) 18" SD
(E) 21" SD
(E) 27" SD
(E) 24" SD
(E) 48"SD LLR LLR LLR

R LLR LLR LLR LLRLLR
R LLR

R LLR LLR LLR LLR
R
(E) 24"SD 6" MWD OC-29 SERVICE CONNECTION MH

P MWD MH

P MWD ORNAMENTAL AIR VENT & METER HOUSING
P 26 26 26 26 26 26 (30") GAS
A
B
B
C
B
B
C
B
C
C
C
B
B
A
B
C
B
B
D
D
E
D
F
G
G
G
G
H
H
G
F
F
F
G
G
D
I
G
F
F
F
F
F
F
F
G
G
F
F
F
F
G
G
H
F
F
F
F
G
G
G
G
F
G
F
F
F
F
G
F
F
H
F
F
F
F
F
F
G
G
G
G
G
G
F
E
K
K
L
K
M
M
N
N
J
J
G
D
Q
O
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 6/21/24

NOT FOR CONSTRUCTION
0 SCALE: 1" = 30 60 120 60'
W:\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C5.0_Utility Plan.dwg 6/21/2024 9:09 AM NRAMOS 1:1 UTILITY DEMOLITION PLAN 15 C5.0 UTILITY DEMOLITION NOTES CUT AND PLUG (E) FIRE WATER FOR FUTURE TAP CONNECTION REMOVE UNDERGROUND FIRE WATER REMOVE FIRE HYDRANT REMOVE SANITARY SEWER REMOVE SEWER MANHOLE REMOVE CATCH BASIN REMOVE UNDERGROUND STORM DRAIN REMOVE STORM DRAIN MANHOLE MODIFY (E) CATCH BASIN TO CLOSED TOP CUT & PLUG STORM DRAIN PIPE AS NOTED REMOVE DOMESTIC WATER SERVICE REMOVE NATURAL GAS LINE REMOVE TELECOMMUNICATION LINE REMOVE ELECTRICAL LINE APPROX. LOCATION OF 4,000 GAL STAND-BY TRANSFORMER OIL TANK ABANDONED IN PLACE (NEVER USED PREVIOUSLY). REMOVAL PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. PROTECT IN PLACE UTILITY AS NOTED APPROX. LOCATION OF 18" THICK ANCHOR SLAB ABANDONED IN PLACE FOR PREVIOUSLY REMOVED TANKS. APPROX. DEPTH 15' BELOW GRADE.

ABC
D
E
FG
H
IJK
LM
NO
PQ AGENCY CONTACT LIST OWNER/DEVELOPER AMAZON.COM SERVICES LIMITED LIABILITY COMPANY 310.456.4354 CONTACT: FRITZ GUTENBERG CIVIL ENGINEER WARE MALCOMB 10 EDELMAN IRVINE, CA 92618 949.660.9128 CONTACT: LUKE CORSBIE CITY OF BREA COMMUNITY DEVELOPMENT DEPARTMENT 1 CIVIC CENTER CIRCLE BREA, CA 92821 714.990.7146 WATER THE METROPOLITAN WATER DISTRICT WATER DISTRICT OF CALIFORNIA 700 N. ALAMEDA STREET LOS ANGELES, CA 90012 213.217.6000 SEWER, STORM & WATER CITY OF BREA 1 CIVIL CENTER CIRCLE BREA, CA 92821 714.990.7691 ELECTRIC SOUTHERN CALIFORNIA EDISON 1851 W. VALENCIA DRIVE FULLERTON, CA 92833 949.697.1424 GAS SOCALGAS CO. 1919 S. STATE COLLEGE BOULEVARD ANAHEIM, CA 92806 213.231.7702 TELEPHONE AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 714.815.9170 CABLE/INTERNET SPECTRUM 3430 E. MIRALOMA AVENUE ANAHEIM, CA 92806 714.414.1454 SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. UTILITY LEGENDPROPERTY LINE EASEMENT PROPOSED STORM DRAIN & DIAMETER LOT LINE PROPOSED SEWER EXISTING STORM DRAIN & DIAMETER EXISTING SEWER PROPOSED DOMESTIC WATER PROPOSED FIRE WATER EXISTING WATER MAIN PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC PROPOSED TELEPHONE PROPOSED CABLE LLR LOT LINE TO BE REMOVED R EASEMENT TO BE QUITCLAIMED EXISTING WASTEWATER FIRE HYDRANT (FH) LIMIT OF WORK WARE MALCOMB assumes no responsibility for utility locations.

The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractorsresponsibility to field verify the location of all utilities prior to the commencement of any construction. EXISTING FENCE 07-26-2024 PLANNING RESUBMITTAL 7/26/24 7/26/24
PROPOSED BUILDING FFE=421.8-423.0 (SLOPED 0.5%) SURVEYOR AVENUE ENTERPRICE STREET A.P.N. 320-233-03 OWNER: BREA INDUSTRIAL III LLC

60.00' R/W
AT-GRADE DOORS @ 421.8
AT-GRADE DOORS @ 423.0
(E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED

BLDG OVERHANG, TYP
H2O H2O
H2O H2O
SD
SS
10"SD, L=110.9',
S=0.045
18"SD, L=114.8',
S=0.052
15"SD, L=95',
S=0.075
18"SD, L=158.0',
S=0.020
15"SD, L=34.6', S=0.012
21"SD, L=84.8', S=0.0078
6"SD, L=6.4', S=0.250
24"SD, L=209.8', S=0.0078
6"SD, L=6.4', S=0.375
6"SD, L=39.7',
S=0.015
(S=0.014)
30"SD, L=701.5',
15"SD, L=123.4', S=0.005
15"SD, L=109.3',
S=0.017
12"SD, L=3.4', S=0.294
18"SD, L=204.6', S=0.020
48"SD, L=569.8', (S=0.018)
48"SD, L=569.8', (S=0.018)
(18"SD), L=24.5',
27"SD, L=24.3',
S=0.01
27"SD, L=67.4',
27"SD, L=48.7', S=0.015 S=0.010
8"SD, L=24.3',
S=0.01
8"SD, L=21.6', S=0.014
6"SS, L=194.9', S=0.010
6"SS, L=181.5', S=0.010
6"SS, L=252.0', S=0.057
18"SD, L=204.6', S=0.020
12"SD, L=47.3',
S=0.036
(E) 8"SS, L=311.2',(S=0.017)
(E) 21"SD,
L=50.0', S=0.130
(E) 54"SD
24"SD, L=11.3',
S=0.0078

BLDG OVERHANG, TYP
8" FW
419.2FS
416.7INV
4"X5.5'
418.9TG
416.5INV
4'X6' +1.2'
420.2TG
417.1INV
4'X6'
420.2TG
417.7INV
4'X6' 6" FW
6 29 11 11
2 2
3 7 16 16
9 3
8 9
9 9
4 12
4 24 26 26 26 26
412.7INV
412.7INV
411.3TC
(410.8)TG
408.2INV
8" FW
413.8INV
6"SS
6" FW
8" FW
6" FW
P
417.0TG
414.5INV
4'X6'
(415.5)TC(415.0)TG 411.7INV
417.9TC
417.4FL
414.4INV
4"X5.5' 422.5TC 422.0FS 419.5INV 4"X5.5'
415.8TC
415.3FL
412.8INV
4"X5.5'
416.6FL
413.6INV
4"X5.5'
416.0RIM
414.0' HGL
409.4INV
(417.1)FG
(407.8)INV

JOIN (E) SD
414.5TOP
411.1INV
409.5BOT
414.5TOP
409.5INV
417.3FS
414.5TOP
411.1INV
409.5BOT 416.7INV 18"SD
411.1INV
417.6TG
415.1INV
4'X6'
417.4TC
416.9FL
413.9INV
4"X5.5'
416.0RIM
415.3FS-LP
409.1INV-IN
408.6INV-OUT 408.3INV
413.5INV
412.8INV
411.1INV
414.5TOP
409.5BOT
(E) SDCB(412.2)RIM(407.75)INV
(406.25)INV
6 (E) SDMH (410.8)RIM (399.75)INV-E'LY (399.46)INV-E'LY (E) SSMH
(410.9)RIM
(E) SSMH(412.4)RIM(398.33)INV-E'LY(398.17) INV-S'LY
(N) SSMH(397.7)INV
(E) 10"FW & BFP TO REMAIN
(E) 54"SS LINE CONTINUES WESTERLY TO LOFTUS DIVERSION CHANNEL 416.8INV 18"SD 415.8 INV
6"SS
A
D
E
E
F
I
E
F
F
F
G
E
F
I
B
D
D
E
A
D
C
G
E
LIMIT OF WORK, TYP.

LIMIT OF WORK, TYP.

R
S
S
S
S
U
U
U
U
Y
Z
Z
Z
Z
Z
O
O
O
O
N
N (E) BUILDING, TYP.

O
415.2INV
415.5INV
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

MATCHLINE
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C5.1_Utility Plan.dwg 7/26/2024 4:25 PM NRAMOS 1:1 UTILITY PLAN 16 C5.1
T
T
T
T

VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S SEE SHEET C5.3 MATCHLINE 0 SCALE: 1" = 15 30 60 30' SELF-CERTIFICATION STATEMENT: SELF-CERTIFICATIONS FROM A STATE LICENSED PROFESSIONAL ENGINEER OR THIRD-PARTY CERTIFICATIONS ARE REQUIRED OF ALL BMPS CONSTRUCTED ON THIS PLAN OR FINAL CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED FROM THE CITY. UTILITY LEGENDPROPERTY LINE EASEMENT PROPOSED STORM DRAIN & DIAMETER LOT LINE PROPOSED SEWER EXISTING STORM DRAIN & DIAMETER EXISTING SEWER PROPOSED DOMESTIC WATER PROPOSED FIRE WATER EXISTING WATER MAIN PROPOSED ELECTRIC EXISTING TELEPHONE STORM DRAIN NOTES TRENCH DRAIN FLOW DIVERSION MANHOLE PROPRIETARY BIOFILTRATION UNDERGROUND DETENTION (CLOSED) CURBSIDE CATCH BASIN CATCH BASIN ASSUMED LOCATION OF ROOF DOWNSPOUT HYDRODYNAMIC SEPARATOR SIDEWALK CULVERT DRY WELL MANHOLE CURB CUT ABC
D
E
FG
H
IJK
L UTILITY NOTES RELOCATE GAS MAIN AS REQUIRED BY SOCAL GAS LIGHT POLE 2" IRRIGATION WATER SERVICE. 2" METER AND 2" BACKFLOW DEVICE. 2" DOMESTIC WATER SERVICE. 2" METER AND 2" BACKFLOW DEVICE. CONNECT TO (E) 10" FIRE WATER SERVICE AND (E) 10" BACKFLOW DEVICE. FIRE HYDRANT POST INDICATOR VALVE ON FIRE SPRINKLER LATERAL 6" SANITARY SEWER LATERAL ELECTRICAL PRIMARY SERVICE CABLE SERVICE TELEPHONE SERVICE PUBLIC SEWER MANHOLE AT POINT OF CONNECTION EV CHARGER NO
PQ
R
S
TU
VWXY

Z EXISTING GAS EXISTING ELECTRIC PROPOSED TELEPHONE PROPOSED CABLE LLR LOT LINE TO BE REMOVED R EASEMENT TO BE QUITCLAIMED SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. EXISTING WASTEWATER FIRE HYDRANT (FH) LIMIT OF WORK WARE MALCOMB assumes no responsibility for utility locations.

VALENCIA AVE
(E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED

BLDG OVERHANG, TYP

BLDG OVERHANG, TYP
SD
SD
24"SD, L=+330',
(S=0.0150)
15"SD, L=81.0', S=0.006
18"SD, L=60.5', S=0.007
10"SD,
L=132.5', S=0.034
15"SD,
L=122.4', S=0.034
12"SD, L=60.5', S=0.005
12"SD, L=60.5', S=0.005
18"SD,
L=123.7', S=0.035
18"SD,
L=112.6', S=0.033
18"SD, L=10.5', S=0.267
10"SD, L=122.8',
S=0.027
10"SD,
L=123.4', S=0.027
12"SD,
L=107.6', S=0.028
12"SD, L=10.9', S=0.670
10"SD,
L=123.7', S=0.037
12"SD,
L=112.6', S=0.025
12"SD, L=10.2', S=0.390
8"SD, L=10.4', S=0.317
12"SD, L=108.9', S=0.020
39"SD, L=7.8', S=0.010
12"SD, L=3.8 S=0.010
',
30"SD, L=156.8', S=0.029
30"SD, L=52.9', S=0.026
42"SD, L=141.5',
S=0.005
18"SD, L=204.6 S=0.020
(E) 24"SD, L=203.9
(S=0.030)
',
(E) 24"SD, L=352.0',
(S=0.007)
8"SD, L=20.5', S=0.09
434.7TG
432.2INV
4'X6'
422.0 TG
419.5INV
4'X6'
419.2FS
416.7INV
4"X5.5'
422.2TG
419.2INV
4'X6'
426.3TG
423.5INV
4'X6'
422.9TC
422.4TG
420.0INV
4"X5.5'
428.7TG
426.3INV
4'X6'
432.5TC
432.0TG
429.6INV
4"X5.5'
426.6TG
424.1INV
4'X6'
430.3TG
427.7INV
4'X6'
431.1TG
428.6INV
4'X6'
417.4TG
414.9INV
4'X6'
417.6TG
415.1INV
4'X6' +1.4'
418.2TG
416.0INV
4"X5.5'
422.0TG
419.5INV
4'X6'
430.6TG
428.1INV
4'X6'
426.3TG
423.8INV
4'X6'
423.5RIM
407.5INV
SDMH
425.5TG
423.0INV
4'X6'
420.0RIM
416.7HGL
412.6INV
420.0RIM
412.5INV-IN
412.0INV-OUT
420.1INV-12"SD
408.9INV-30"SD
420.2TG
417.7INV
4'X6'
9 9 10 17 13 23 19 18 18
4 4 19 17
418.1TG
415.5INV
4"X5.5'
412.7INV
412.7INV
412.7INV
412.7INV
412.7INV
415.5INV 6" FW
412.7INV
(E) SDMH
(436.3)RIM
(429.34)INV-S'LY
(E) SDMH
(429.86)RIM
(423.31)INV-S'LY
(E) SDMH
(427.70)RIM
(420.81)INV-N'LY
(420.75)INV-S'LY
B
E
F
F
F
F
F
F
F
F
F
F
F
E
E
E
F
F
C
F
D
F
E
LIMIT OF WORK, TYP.

LIMIT OF WORK, TYP.

S
Z
O
Z

Z (N) ACCESS EASEMENT (N) ACCESS EASEMENT
415.5INV
412.7INV
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

MATCHLINE
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C5.1_Utility Plan.dwg 7/26/2024 4:26 PM NRAMOS 1:1 UTILIY PLAN 17 C5.2
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VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' KEY MAP SCALE: 1" = ' N.T.S
0 SCALE: 1" = 15 30 60 30' SELF-CERTIFICATION STATEMENT: SELF-CERTIFICATIONS FROM A STATE LICENSED PROFESSIONAL ENGINEER OR THIRD-PARTY CERTIFICATIONS ARE REQUIRED OF ALL BMPS CONSTRUCTED ON THIS PLAN OR FINAL CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED FROM THE CITY. SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. UTILITY LEGENDPROPERTY LINE EASEMENT PROPOSED STORM DRAIN & DIAMETER LOT LINE PROPOSED SEWER EXISTING STORM DRAIN & DIAMETER EXISTING SEWER PROPOSED DOMESTIC WATER PROPOSED FIRE WATER EXISTING WATER MAIN PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC PROPOSED TELEPHONE PROPOSED CABLE LLR LOT LINE TO BE REMOVED R EASEMENT TO BE QUITCLAIMED EXISTING WASTEWATER FIRE HYDRANT (FH) LIMIT OF WORK WARE MALCOMB assumes no responsibility for utility locations.

The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractorsresponsibility to field verify the location of all utilities prior to the commencement of any construction. SHEET C5.1 SHEET C5.4 SHEET C5.3 SHEET C5.2 EXISTING FENCE PROPOSED FENCE STORM DRAIN NOTES TRENCH DRAIN FLOW DIVERSION MANHOLE PROPRIETARY BIOFILTRATION UNDERGROUND DETENTION (CLOSED) CURBSIDE CATCH BASIN CATCH BASIN ASSUMED LOCATION OF ROOF DOWNSPOUT HYDRODYNAMIC SEPARATOR SIDEWALK CULVERT DRY WELL MANHOLE CURB CUT ABC
D
E
FG
H
IJK
L UTILITY NOTES RELOCATE GAS MAIN AS REQUIRED BY SOCAL GAS LIGHT POLE 2" IRRIGATION WATER SERVICE. 2" METER AND 2" BACKFLOW DEVICE. 2" DOMESTIC WATER SERVICE. 2" METER AND 2" BACKFLOW DEVICE. CONNECT TO (E) 10" FIRE WATER SERVICE AND (E) 10" BACKFLOW DEVICE. FIRE HYDRANT POST INDICATOR VALVE ON FIRE SPRINKLER LATERAL 6" SANITARY SEWER LATERAL ELECTRICAL PRIMARY SERVICE CABLE SERVICE TELEPHONE SERVICE PUBLIC SEWER MANHOLE AT POINT OF CONNECTION EV CHARGER NO
PQ
R
S
TU
VWXY
Z
WA
WA
WA

EV EV EV EV EV

VALENCIA AVE
(E) LOT LINE TO BE REMOVED

PROPOSED

BUILDING
FFE=421.8-423.0
(SLOPED 0.5%)
(E) LOT LINE TO BE REMOVED

BLDG OVERHANG,

BLDG OVERHANG, TYP

BLDG OVERHANG, TYP
H2O
H2O
(E) 48"SD, L=223.2', (S=0.005)
(E) 24"SD, L=50.3', (S=0.005)
(E) 48"SD, L=457.1', (S=0.007)
(E) 24"SD, 17 17 29
8 9
2 20 19 17 18 24
10 17
8" FW
(E) 10"FW AND BFP TO REMAIN
(E) PUBLIC FH TO REMAIN
2" DW
426.3 RIM

JOIN (E) SDMH
(406.8)INV
(E) SDMH
(415.38)RIM
(405.28)INV-N'LY
(405.26)INV-S'LY
(E) SDMH
(413.12)RIM
(403.89)INV-N'LY
(403.80)INV-S'LY
I
LIMIT OF WORK, TYP.

Q
R
O
W
V
X
V 18 (N) ACCESS EASEMENT (N) ACCESS EASEMENT
N
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

MATCHLINE
SEE SHEET C5.2
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C5.1_Utility Plan.dwg 7/26/2024 4:26 PM NRAMOS 1:1 UTILIY PLAN 18 C5.3
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VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

NASA STREET
ROW:60' SEE SHEET C5.1 MATCHLINE KEY MAP SCALE: 1" = ' N.T.S 0 SCALE: 1" = 15 30 60 30' SELF-CERTIFICATION STATEMENT: SELF-CERTIFICATIONS FROM A STATE LICENSED PROFESSIONAL ENGINEER OR THIRD-PARTY CERTIFICATIONS ARE REQUIRED OF ALL BMPS CONSTRUCTED ON THIS PLAN OR FINAL CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED FROM THE CITY. SCHEDULE B ITEMS - EASEMENT NOTES FOR SCHEDULE B ITEMS SEE NOTES ON SHEET C5.5. UTILITY LEGENDPROPERTY LINE EASEMENT PROPOSED STORM DRAIN & DIAMETER LOT LINE PROPOSED SEWER EXISTING STORM DRAIN & DIAMETER EXISTING SEWER PROPOSED DOMESTIC WATER PROPOSED FIRE WATER EXISTING WATER MAIN PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC PROPOSED TELEPHONE PROPOSED CABLE LLR LOT LINE TO BE REMOVED R EASEMENT TO BE QUITCLAIMED EXISTING WASTEWATER FIRE HYDRANT (FH) LIMIT OF WORK WARE MALCOMB assumes no responsibility for utility locations.

The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractorsresponsibility to field verify the location of all utilities prior to the commencement of any construction. SHEET C5.1 SHEET C5.4 SHEET C5.3 SHEET C5.2 EXISTING FENCE PROPOSED FENCE STORM DRAIN NOTES TRENCH DRAIN FLOW DIVERSION MANHOLE PROPRIETARY BIOFILTRATION UNDERGROUND DETENTION (CLOSED) CURBSIDE CATCH BASIN CATCH BASIN ASSUMED LOCATION OF ROOF DOWNSPOUT HYDRODYNAMIC SEPARATOR SIDEWALK CULVERT DRY WELL MANHOLE CURB CUT ABC
D
E
FG
H
IJK
L UTILITY NOTES RELOCATE GAS MAIN AS REQUIRED BY SOCAL GAS LIGHT POLE 2" IRRIGATION WATER SERVICE. 2" METER AND 2" BACKFLOW DEVICE. 2" DOMESTIC WATER SERVICE. 2" METER AND 2" BACKFLOW DEVICE. CONNECT TO (E) 10" FIRE WATER SERVICE AND (E) 10" BACKFLOW DEVICE. FIRE HYDRANT POST INDICATOR VALVE ON FIRE SPRINKLER LATERAL 6" SANITARY SEWER LATERAL ELECTRICAL PRIMARY SERVICE CABLE SERVICE TELEPHONE SERVICE PUBLIC SEWER MANHOLE AT POINT OF CONNECTION EV CHARGER NO
PQ
R
S
TU
VWXY
Z

CARPOOL ONLY

EV EV CAPABLE

EV CAPABLE

EV CAPABLE EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV

EV CAPABLE

EV CAPABLE
EV

NASA STREET

VALENCIA AVE SURVEYOR AVENUE (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (2.8%)
18' LANDSCAPE SETBACK
14' LANDSCAPE SETBACK
(E) LOT LINE TO BE REMOVED 30' O.C. TYP (E) LOT LINE TO BE REMOVED MIN

56.5'
H2O H2O
SD
6"SD, L=1.0', S=0.20
15"SD, L=163.5', S=0.009
21"SD, L=76.000', S=0.007
18"SD, L=72.000', S=0.008
15"SD, L=172.2',
S=0.035
15"SD, L=37.5',
S=0.080
10"SD, L=38.4', S=0.042
6"SD, L=6.9', S=0.217
12"SD, L=73.0', S=0.020
6"SD, L=7.4', S=0.176
10"SD, L=37.5', S=0.051
15"SD, L=79.0', S=0.020
8"SD, L=222.9', S=0.020
12"SD,
L=181.8', S=0.030
10"SD, L=172.2',
S=0.043
10"SD, L=17.8',
S=0.157
18"SD, L=49.4', S=0.091
48"SD, L=569.8', (S=0.018)
(E) 48"SD, L=223.2', (S=0.005)
(E) 8"SS, L=(S=0.017)
(E) 8"SS, L=260.3',(S=0.017)
(E) 18"SD, L=

13.4', (S=0.340)
(E) 18"SD, L=50.0', (S=0.018)
(E) 24"SD, L=51.8',
(S=0.011)
L=
(E) 21"SD, 336.7', S=0.265
(E) 30"SD
L=
(E) 10"SS,
319.3', S=0.020
10"SD, L=17.9',
21"SD, L=
S=0.156

24.4', S=0.012
6"SD, L=54.4',
S=0.020
10"SD, L=172.2', S=0.037
6"SD, L=1.2', S=1.471
6"SD, L=29.9',
S=0.020
10"SD, L=10.1', S=0.300
9 17 17 12
2 11 28 29 28 29 28
9 9 26 29 26 26
409.2TG
406.2INV
4'X6'
411.4TC
410.9FL
407.9INV
4"X5.5'
400.6TG
397.4INV
404.0TG
401.0INV
4'X6'
410.8TG
408.0INV
4'X6'
407.4TG
404.4INV
4'X6' 407.2RIM 395.6INV 406.2RIM 405.5RIM 404.8RIM 403.2RIM 395.9INV POOLING DEPTH=5.6' 396.3INV 403.8RIM 395.8INV 395.6INV
396.0INV
404.4TC
403.9FL
400.9INV
4"X5.5'
402.8TG
399.8INV
4'X6'
401.5TC
401.0TG
398.5INV
4'X6'
400.0'HGL
395.9INV-IN
396.0INV
24"SD
JOIN (E) 18"SD
(395.5)INV
399.4INV
396.0INV 408.00TG 405.0INV
(E) SDCB
(401.9)RIM
(397.3)INV
(396.3)INV
(E) SDCB
(397.8) RIM
(390.95)INV
(E) SDCB
(397.7) RIM
(390.05)INV
(E) SDCB
(397.1) RIM
(389.94)INV-E'LY
(389.91)INV-N'LY
(389.75)INV-W'LY
(E) SSMH
(397.6) RIM
(387.38)INV-E'LY
(387.35)INV-N'LY
(387.33)INV-W'LY
(E) SSMH(401.4)RIM
(392.92)INV-N'LY(392.20) INV-S'LY
(E) SSMH
(401.61) RIM
(393.73)INV
I
F
E
F
F
E
F
A
H
J
J J
F
E
F
D
D
F
O
O
N
402.7TC
402.2FL
399.2INV
4"X5.5'
E
397.9INV
409.4TG
406.4INV
4'X6'
F
408.8TG
405.8INV
4'X6'
F
408.3TG
405.3INV
4'X6'
F
402.3TG
399.3INV
4'X6'
F
408.1TG
405.1INV
4'X6'
F
401.8TG
398.8INV
4'X6'
F
402.8TG
398.8INV
4'X6'
F
D 403.5TC 403.0TG 400.0INV 4"X5.5'399.0INV
P
O
(N) ACCESS

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

MATCHLINE
SEE SHEET C5.1
\\wma-arch.com\WM\IRV\21\5032\00\Civil\CAD\Sheets\Preliminary\IRV21-5032_C5.1_Utility Plan.dwg 7/26/2024 4:27 PM NRAMOS 1:1 UTILIY PLAN 19 C5.4
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VALENCIA AVENUE
ROW:92' SURVEYOR AVENUE ROW:60'

The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractorsresponsibility to field verify the location of all utilities prior to the commencement of any construction. SHEET C5.1 SHEET C5.4 SHEET C5.3 SHEET C5.2 EXISTING FENCE PROPOSED FENCE STORM DRAIN NOTES TRENCH DRAIN FLOW DIVERSION MANHOLE PROPRIETARY BIOFILTRATION UNDERGROUND DETENTION (CLOSED) CURBSIDE CATCH BASIN CATCH BASIN ASSUMED LOCATION OF ROOF DOWNSPOUT HYDRODYNAMIC SEPARATOR SIDEWALK CULVERT DRY WELL MANHOLE CURB CUT ABC
D
E
FG
H
IJK
L UTILITY NOTES RELOCATE GAS MAIN AS REQUIRED BY SOCAL GAS LIGHT POLE 2" IRRIGATION WATER SERVICE. 2" METER AND 2" BACKFLOW DEVICE. 2" DOMESTIC WATER SERVICE. 2" METER AND 2" BACKFLOW DEVICE. CONNECT TO (E) 10" FIRE WATER SERVICE AND (E) 10" BACKFLOW DEVICE. FIRE HYDRANT POST INDICATOR VALVE ON FIRE SPRINKLER LATERAL 6" SANITARY SEWER LATERAL ELECTRICAL PRIMARY SERVICE CABLE SERVICE TELEPHONE SERVICE PUBLIC SEWER MANHOLE AT POINT OF CONNECTION EV CHARGER NO
PQ
R
S
TU
VWXY
Z
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com
C I V I L E N G I N E E R I N G & S U R V E Y I N G 7/26/24

NOT FOR CONSTRUCTION
7/26/2024 4:28 PM NRAMOS 1:1
NOTES 20 C5.5 WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS (NOT A SURVEY MATTER). THE RIGHT AND PRIVILEGE TO LAY, CONSTRUCT, MAINTAIN, OPERATE, REPAIR, RENEW AND REMOVE ONE WELDED STEEL PIPE LINE RECORDED AUGUST 14, 1948 IN BOOK 1686, PAGE 527 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENT FOR DRAINAGE AND STORM WATER CHANNEL PURPOSES RECORDED IN BOOK 2755, PAGE 502 OF OFFICIAL RECORDS QUITCLAIMED PER DOC NO 46581 RECORDED DECEMBER 29, 1980 IN BOOK 13893, PAGE 1392). GRANTED TO ORANGE COUNTY FLOOD CONTROL DISTRICT. EASEMENT FOR WATER PIPE LINES RECORDED MAY 21, 1958 IN BOOK 4291, PAGE 400 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO METROPOLITAIN WATER DISTRICT. COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN BOOK 7868, PAGE 323; IN BOOK 7868, PAGE 346 AND OCTOBER 31, 1978 IN BOOK 12903, PAGE 897 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR ELECTRIC LINES RECORDED IN BOOK 13123 PAGE 1101 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UNDERGROUND COMMUNICATION SYSTEMS RECORDED IN BOOK 13130, PAGE 1968 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. EASEMENT FOR INGRESS AND EGRESS FOR MAINTENANCE OF PIPE LINE RECORDED IN BOOK 13162, PAGE 1245 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENTS FOR STORM DRAIN AND SANITARY SEWER AND INCIDENTAL PURPOSES, AS SHOWN ON THE MAPS OF SAID TRACT NO. 8600 IN BOOK 453, PAGE 41, OF MAPS AND TRACT NO. 9762 IN BOOK 442, PAGE 16, OF MAPS AND AS DEDICATED TO THE CITY OF BREA BY ENDORSEMENT ON SAID MAPS, OVER THE FOLLOWING DESCRIBED PORTIONS OF SAID LAND: STORM DRAIN EASEMENTS: AN 18.00 FOOT-WIDE STRIP OF LAND OVER THE NORTHERLY PORTION OF LOTS 16 AND 17 OF SAID TRACT NO. 8600, (AND AS SHOWN ON LOT A OF TRACT NO. 9762). SANITARY SEWER EASEMENTS: OVER THE WESTERLY 12.00 FEET OF LOT 15 AND OVER A PORTION OF SAID LOT 16 OF TRACT NO. 8600. SANITARY SEWER AND STORM DRAIN EASEMENTS: OVER AN IRREGULAR-SHAPED PORTION OF LOT 10 AND THE WEST 28 FEET OF LOT 9 (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. PARTIALY QUITCLAMED AS RECORDED IN DECEMBER 3, 1980 IN BOOK 13859, PAGE 1261 OF OFFICIAL RECORDS. EASEMENT FOR DRIVEWAY PURPOSES AS RECORDED ON TRACT 9762 BOOK 442 PAGES 16 TO 19 OF MAPS (PLOTTED HEREON). GRANTED TO LAND OWNER AS AN EXCEPTION TO RELINQUISHED VEHICULAR ACCESS ON VALENCIA. A RIGHT OF WAY FOR PIPE LINES AND INCIDENTAL PURPOSES, FOR THE TRANSPORTATION OF WASTE WATER, INCLUDING, BUT NOT LIMITED TO, DEVICES CONTROLLING ELECTROLYSIS FOR USE IN CONNECTION WITH SAID PIPELINE, WITH THE RIGHT OF INGRESS AND EGRESS TO AND FROM THE SAME, OVER THOSE CERTAIN STRIPS OF LAND SHOWN AS EITHER "PROPOSED 15" EASEMENT FOR WASTE WATER PURPOSES" OR "PROPOSED 10' EASEMENT FOR WATER PURPOSES" AFECTED SAID LOTS 16 AND 17 AND OTHER LAND IN SAID TRACT NO. 8600, UPON THE TERMS, PROVISIONS, CONVENANTS AND CONDITIONS THEREIN CONTAINED, RECORDED DECEMBER 19, 1979 IN BOOK 13440 PAGE 166 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO UNION OIL COMPANY OF CALIFORNIA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 8600, RECORDING IN BOOK 453, PAGE 41, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 9762, RECORDING IN BOOK 442, PAGE 16, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1811, OFFICIAL RECORDS. (BLANKET IN NATURE). THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1864, OFFICIAL RECORDS. (BLANKET IN NATURE). EASEMENT FOR SANITARY SEWER AND STORM DRAIN SYSTEMS RECORDED IN BOOK 13837 PAGE 71 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED FEBRUARY 18, 1982 AS INSTRUMENT NO. 82-57089, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR ELECTRIC LINES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED AUGUST 20, 1982 AS INSTRUMENT NO. 82-293202, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR TRAFFIC SIGNAL PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 82-460106, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR STREETS, HIGHWAYS, SEWER, STORM DRAIN, PUBLIC UTILITIES AND CABLE TELEVISION PURPOSES OVER, UNDER, ALONG, ACROSS AND THROUGH AND INCIDENTAL PURPOSES, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 1982-460107, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. MATTERS CONTAINED IN DOCUMENT ENTITLED "MEMORANDUM OF OPTION LEASE" RECORDED JULY 10, 1987 AS INSTRUMENT NO. 87-394278 OF OFFICIAL RECORDS, EXECUTED BY PACIFIC SOUTHWEST REALTY COMPANY, A DELAWARE CORPORATION (LANDLORD) AND HUGHES COMMUNICATIONS CARRIER SERVICES, INC., A CALIFORNIA CORPORATION (TENANT) (NOT A SURVEY MATTER). AN UNRECORDED LEASE RECORDED JUNE 26, 1997 AS INSTRUMENT NO. 1997-296702, OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UNDERGROUND COMMUNICATION FACILITIES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED JULY 10, 2000 AS INSTRUMENT NO. 2000-360446, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO PACIFIC BELL TELEPHONE COMPANY. EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES, RECORDED AUGUST 4, 2017 AS INSTRUMENT NO. 2017000321262, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, GENDER, GENDER IDENTITY, GENDER EXPRESSION, SEXUAL ORIENTATION, MARITAL STATUS, NATIONAL ORIGIN, ANCESTRY, FAMILIAL STATUS, SOURCE OF INCOME, DISABILITY, VETERAN OR MILITARY STATUS, GENETIC INFORMATION, MEDICAL CONDITION, CITIZENSHIP, PRIMARY LANGUAGE, AND IMMIGRATION STATUS, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING IN BOOK 13161, PAGE 595, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR WASTE WATER AND STORM DRAIN, SEWER, DRIVEWAY AND RIGHTS INCIDENTAL PURPOSES RECORDED ON TRACT 8600 BOOK 453, PAGES 41 TO 45 OF MAPS (PLOTTED HEREON AND GRANTED TO THE CITY OF BREA). COVENANT AND AGREEMENT EXECUTED BY PACIFIC SOUTHWEST REALITY COMPANY AND CITY OF BREA, RECORDED MAY 9, 1980 IN BOOK 13603, PAGE 1107 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 13654, PAGE 1074 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 14237, PAGE 66 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "ASSIGNMENT AND ASSUMPTION OF OPTION AGREEMENT" EXECUTED BY CRE BREA VALENCIA OPTION, LLC A DELAWARE LIMITED LIABILITY COMPANY AND AMAZON.COM SERVICES, A DELAWARE LIMITED LIABILITY COMPANY RECORDED OCTOBER 15, 2021 AS INSTRUMENT NO. 2021000634380, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING (NOT A SURVEY MATTER). ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY PUBLIC RECORDS (NOT A SURVEY MATTER). ANY EASEMENTS NOT DISCLOSED BY THE PUBLIC RECORDS AS TO MATTERS AFFECTING TITLE TO REAL PROPERTY, WHETHER OR NOT SAID EASEMENTS ARE VISIBLE AND APPARENT (NOT A SURVEY MATTER). MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/NSPS LAND TITLE SURVEY OF SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF (NOT A SURVEY MATTER). SCHEDULE B ITEMS - EASEMENT NOTES LOT 5 LOT 8 LOT 6 T.R. 9762 M.B. 442/16-19 LOT 11 LOT 10 LOT 9

PARCEL A
PARCEL B LINE TABLE LINE # DIRECTION LENGTH CURVE TABLE CURVE # RADIUS DELTA LENGTH Tw
DUk
S CONTROL POINTS CP# NORTHING EASTING ELEVATION DESCRIPTION MONUMENT NOTES MON.# DESCRIPTION A.L.T.A./N.S.P.S.LAND TITLE SURVEY 275 SOUTH VALENCIA AVENUE AND 375 SURVEYOR AVENUE, BREA, CA 92823 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO SHEET PA / PM: JOB NO.: DRAWN BY:
architecture
planning
interiors
graphics
civil engineering
10 edelman
irvine. california 92618
p 949.660.9128
f 949.863.1581 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT Sheet of FOR AND ON BEHALF OF WARE MALCOMB CIVIL ENGINEERING Fax: 951-280-9746 Phone: 951-280-9960
www.calvada.com
411 Jenks Cir., Suite 205, Corona, CA 92880
Toll Free: 800-CALVADA
JOB NO. 21968 LEGAL DESCRIPTION
BREA, CA 92823

ORANGE COUNTY

TOPOGRAPHIC SURVEY
275 VALENCIA AVENUE

NO SCALE VICINITY MAP
2 2 SITE INFORMATION ITEMS CORRESPONDING TO TABLE A ITEMS SURVEYOR'S NOTES SURVEYOR'S CERTIFICATE 10 RGCE 21968 PREPARED UNDER MY SUPERVISION: Site REMARKS DATE NO. NO. REMARKS DATE
SUBMITTAL 01/17/22 0
UPDATED TITLE REPORT 12/01/2022 1
COMMENTS 12/22/2022 2
COMMENTS 07/13/2023 3
COMMENTS 07/18/2023 4
COMMENTS 11/02/2023 5
PROJECT SCHEDULE B ITEMS BASIS OF BEARINGS BENCHMARK POSSIBLE ENCROACHMENT NOTES GRAPHIC SCALE FEET LEGEND ZONING RESTRICTIONS FLOOD NOTE:

COMMENTS 12/27/2023 6
RO EY
RV
LANDSU

ED SNEICL
tn Po
ndo
D.Du
a rmA
STATEOFCALIFORNIAL.S. 7780 Date Signed: 12/27/2023
AGENCY CONTACT LIST OWNER/DEVELOPER AMAZON.COM SERVICES LLC 410 TERRY AVENUE SEATTLE, WA 98109 310.456.4354 CONTACT: FRITZ GUTENBERG CIVIL ENGINEER WARE MALCOMB 10 EDELMAN IRVINE, CA 92618 949.660.9128 CONTACT: LUKE CORSBIE (C72588) CITY OF BREA COMMUNITY DEVELOPMENT DEPARTMENT 1 CIVIC CENTER CIRCLE BREA, CA 92821 714.990.7146 WATER THE METROPOLITAN WATER DISTRICT WATER DISTRICT OF CALIFORNIA 700 N. ALAMEDA STREET LOS ANGELES, CA 90012 213.217.6000 SEWER, STORM & WATER CITY OF BREA 1 CIVIL CENTER CIRCLE BREA, CA 92821 714.990.7691 ELECTRIC SOUTHERN CALIFORNIA EDISON 1851 W. VALENCIA DRIVE FULLERTON, CA 92833 949.697.1424 GAS SOCALGAS CO. 1919 S. STATE COLLEGE BOULEVARD ANAHEIM, CA 92806 877.238.0092 TELEPHONE AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 714.815.9170 CABLE/INTERNET SPECTRUM 3430 E. MIRALOMA AVENUE ANAHEIM, CA 92806 714.414.1454 VESTING TENTATIVE PARCEL MAP NO. 2022-193LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL A: LOTS 15, 16, 17 AND 18 OF TRACT NO. 8600, IN THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP RECORDED IN BOOK 453, PAGES 41 THROUGH 45 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING FROM PORTIONS OF LOTS 16 AND 17, THAT PORTION OF SAID REAL PROPERTY LYING BELOW A DEPTH OF FIVE HUNDRED (500) FEET, MEASURED VERTICALLY FROM THE SURFACE THEREOF, BUT WITH NO RIGHT OF SURFACE ENTRY THEREON, AS RESERVED IN A DEED RECORDED FEBRUARY 1, 1979 IN BOOK 13022 PAGE 1143 OF OFFICIAL RECORDS. FURTHER EXCEPTING THEREFROM THAT PORTION OF SAID REAL PROPERTY LYING BELOW A DEPTH OF ONE HUNDRED (100) FEET MEASURED VERTICALLY FROM THE SURFACE THEREOF, WITH NO RIGHT OF SURFACE ENTRY THEREON, AS RESERVED IN A DEED RECORDED JULY 20, 1979 IN BOOK 13236, PAGE 573 OF OFFICIAL RECORDS. PARCEL B: LOTS 5, 6, 9, 10 AND 11 OF TRACT NO. 9762, IN THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP RECORDED IN BOOK 442 PAGES 16 THROUGH 19 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPT THEREFROM THAT PORTION OF SAID LAND LYING BELOW A DEPTH OF 500 FEET, MEASURED VERTICALLY FROM THE SURFACE OF THE LAND, BUT WITH NO RIGHT OF SURFACE ENTRY, AS SET FORTH IN DEED RECORDED FEBRUARY 1, 1979 IN BOOK 13022 PAGE 1143 OF OFFICIAL RECORDS AND IN DEED RECORDED MARCH 15, 1978 IN BOOK 12598 PAGE 441 OF OFFICIAL RECORDS. ALSO EXCEPTING THEREFROM, THAT PORTION OF SAID LAND LYING BELOW A DEPTH OF ONE HUNDRED (100) FEET, MEASURED VERTICALLY FROM THE CONTOUR OF THE SURFACE THEREOF, BUT WITHOUT ANY RIGHT TO ENTER UPON, INTO OR THROUGH THE SURFACE OR SUBSURFACE LYING ABOVE A DEPTH OF ONE HUNDRED (100) FEET MEASURED VERTICALLY FROM THE CONTOUR OF THE SURFACE OF SAID LAND, AS RESERVED BY MORELAND DEVELOPMENT COMPANY IN DEED RECORDED DECEMBER 27, 1979 IN BOOK 13446, PAGE 1106 OF OFFICIAL RECORDS. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2017.50) IN ACCORDANCE TO THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE DETERMINED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK CONTINUOUS OPERATING REFERENCE STATIONS (C.O.R.S.): C.S.R.C. CCCS: NORTHING = 2261350.67' EASTING = 6071417.81' C.S.R.C. OEOC: NORTHING = 2225550.98' EASTING = 6107583.80' THE COMBINATION FACTOR FOR THIS PROJECT WAS APPLIED AT THE FOLLOWING POINT: NORTHING = 2280304.18' EASTING = 6076170.50' MAPPING ANGLE = -0°52'46'' SCALE FACTOR = 1.00000919 IN THE CITY OF BREA, ORANGE COUNTY, STATE OF CALIFORNIA VICINITY MAP NOT TO SCALE ACRES SQUARE FOOT EXISTING (M-I): 31.600 AC. 1,376,504 SQ. FT. PROPOSED: ZONE MU-II 7.424 AC. 323,387 SQ. FT. PROPOSED: ZONE M-1 24.176 AC. 1,053,117 SQ. FT. EXISTING SITE INFORMATION SITE ADDRESS: 275 VALENCIA AVENUE, BREA, CA, 92823 PROPERTY AREA: 31.600 AC. OR 1,376,504 SQ. FT. TOTAL GROUND FLOOR AREA OF BUILDINGS: 232,752 SQ. FT. PARKING COUNT: 1,893 REGULAR PARKING STALLS 6 ELECTRIC CHARGING PARKING STALLS 2 LONG PARKING STALLS 46 HANDICAP PARKING STALLS 2 ELECTRIC HANDICAP PARKING STALLS 1,949 TOTAL PARKING STALLS ASSESSOR'S PARCEL NOS.: 320-233-17, 320-301-11 & 320-301-12 BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED UPON ORANGE COUNTY BENCHMARK 2L-27-82, ELEVATION 413.14 FEET (NAVD 88). DESCRIPTION: DESCRIBED BY OCS 2014 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "2L-27-82", SET IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 22 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE EASTERLY SIDE OF VALENCIA AVENUE, 500' +/- SOUTHEASTERLY ALONG VALENCIA FROM ITS "T" INTERSECTION WITH LA ENTRADA DRIVE. MONUMENT IS SET LEVEL WITH THE TOP OF THE CATCH BASIN. LOTS 15, 16, 17 AND 18 OF TRACT NO. 8600, INCLUSIVE, LOTS 5, 6, 9, 10 AND 11 OF TRACT NO. 9762, AS SHOWN IN SECTION 17, TOWNSHIP 3 SOUTH,RANGE 9 WEST, SAN BERNARDINO BASE AND MERIDIAN, RECORDS OF ORANGE COUNTY, CALIFORNIA WARE MALCOMB DATE: JULY 26, 2024 CL EXISTING AC PAVEMENT R.O.W. 30' 30' NASA STREET TYPICAL SECTIONS 60' SCALE: N.T.S. TYPICAL SECTION SURVEYOR AVENUE TYPICAL SECTION SCALE: N.T.S. TYPICAL SECTION

SIONAL ENGINEER
ST

C I V I L
A TE
OF C
A LI FOR NIA No. 72588
LUCAS
A. CORSB IE 08/07/2024 WARE MALCOMB assumes no responsibility for utility locations.

STSURVEYOR
AVE
LA

FLORESTA DR
N

KRAEMER
BLVD

E LAMBERT RD

E SANTA FE RD

N ROSE DR

VALENCIA AVE
CARBON

CANYON RD IMPERIAL HWY

IMPERIAL HWY
RANGER ST E BIRCH ST VALENCIA AVENUE TYPICAL SECTION 10'± DRIVE LANE 15'± DRIVE LANE SITE CL EXISTING AC PAVEMENT R.O.W. 50' 42.5' 92.5' R.O.W. SCALE: N.T.S. TYPICAL SECTION EXISTING GROUND EXISTING GROUND EXISTING GROUND 19'± DRIVE LANE 12'± DRIVE LANE 12'± DRIVE LANE 22± DRIVE LANE R.O.W. 10'± DRIVE LANE 15'± DRIVE LANE 5'± DG PATH 5' SIDEWALK PROJECT SITE CL EXISTING AC PAVEMENT R.O.W. 30' 30' 60' 25'± DRIVE LANE EXISTING GROUND EXISTING GROUND R.O.W. 5'± SIDEWALK WHERE OCCURS 5± PROJECT SITE 25'± DRIVE LANE PROJECT SITE 13'-16' MEDIAN OR TURN LANE 6'± PARKWAY10'± SIDEWALK 5' SIDEWALK WHERE OCCURS ZONING CONFORMANCE SCOPE OF WORK DEMOLITION OF EXISTING BUILDING AND SURROUNDING SITE WORK. NEW FINISH OUT SINGLE AT EXISTING WAREHOUSE BUILDING (S-1 OCC) WITH SUPPORTING OFFICE AREA (B. OCC) AND BREAK ROOM (A-3 OCC) CONSTRUCTION OF NEW TRASH ENCLOSURE AND EMPLOYEE BREAK AREA. THE PROPOSED FACILITY IS BEING DESIGNED FOR A PACKAGE DELIVERY SERVICE, IT IS ANTICIPATED THAT THE FACILITY WILL HAVE TWO SHIFTS WORKING DAYS AND EVENINGS THERE MAY BE A THIRD SHIFT ADDED AT PEAK SEASON. PACKAGES ARRIVING AT THIS FACILITY ARE PREPACKAGED IN CARDBOARD BOXES AND LABELED FOR SHIPPING WITHIN LOCAL NEIGHBORHOODS AND AREAS SURROUNDING THE FACILITY. THE PACKAGES ARE BROUGHT INTO THE FACILITY VIA TRACTOR TRAILER TRUCKS, WHO USE DESIGNATED LOADING DOCK POSITIONS ONCE UNLOADED INTO THE FACILITY, THE PACKAGES ARE SORTED INTO MORE SPECIFIC LOCATION, PUT INTO BINS AND ONTO SMALL MOBILE CARTS. THESE CARTS ARE ROLLED OUT TO THE LOADING AREA, FROM WHICH THE PACKAGES ARE LOADED INTO VANS FOR FINAL DELIVERY. THE CARTS ARE APPROXIMATELY 42" LONG, 36" WIDE AND 79" TALL, THE LOCATION OF THE CARTS CAN BE SEEN ON THE PLAN. THERE IS NO HIGH BAY RACKING/ HIGH PILED STORAGE IN THE FACILITY NO HAZARDOUS MATERIALS WILL BE HANDLED OR STORED AT THE FACILITY. THE COMMODITY CLASSIFICATION IS CLASS I-IV, CARTONED, UNEXPANDED GROUP A PLASTICS. TREE QUANTITY SUMMARY BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN FLOOD NOTE: ZONE "X" OF THE FLOOD INSURANCE RATE MAP, PANEL NO. 06059C0061J, PANEL DATED 12/3/2009. THIS PROPERTY IS NOT LOCATED IN AN AREA WHERE FLOOD HAZARDS EXIST AS DETERMINED BY FEMA.

NASA STREET

SURVEYOR AVE

VALENCIA AVE BIRCH STREET ENTERPRISE ST

VOYAGER ST
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE
DJT4

VVESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
BREA, CA 92823
COVER SHEET IRV21-5032 N. RAMOS F. GARCIA 07/26/24 0101 05 01-05-2023 PLANNING RESUBMITTAL
08-11-2023 PLANNING RESUBMITTAL
01-10-2024 PLANNING RESUBMITTAL
04-05-2024 PLANNING RESUBMITTAL
06-25-2024 PLANNING RESUBMITTAL
07-26-2024 PLANNING RESUBMITTAL
NOT FOR CONSTRUCTION08/07/24 KEY MAP NOT TO SCALE 3 VESTING TENTATIVE PARCEL MAP-SITE PLAN PROPERTY LINE PROPERTY LINE LLR CL
CL
CL
CL
CL
CL LOT 16 PARCEL A PARCEL B LOT 15 LOT 18 LOT 17 LOT 5 LOT 6 LOT 11 LOT 10 LOT 9 APN: 320-301-12 T.R. 8600 M.B. 453/41-45 T.R. 9762 M.B. 442/16-19 LLR LLR LLR PROPERTY LINE LLR LLR LLR QUITCLAIM QUITCLAIM 40' ESMT
APN: 320-301-11 ABBREVIATION AC ACRE(S) ADA AMERICANS WITH DISABILITIES ACT AVE AVENUE BOW BACK OF WALK ESMT EASEMENT CL CENTERLINE CRB CURB FT FEET LLR LOT LINE REMOVED R.O.W. RIGHT-OF-WAY SQ SQUARE ST STREET S/W SIDEWALK 4 VESTING TENTATIVE PARCEL MAP-UTILITY PLAN 5 VESTING TENTATIVE PARCEL MAP-UTILITY PLAN LAND AREA CALCULATIONS 1% - 3% 10' BIKE LANE 1% - 3% 1% - 3% 1% - 3% 1% - 3% 1% - 3% 3' PLANTING ZONING CONFORMANCE REQUIRED EXISTING PARKING LOT TREES (1 TREE PER 5 STALLS) 105 (523 STALLS) - PERIMETER TREES - ABUTTING STREETS (1 TREE PER 25 LINEAR FEET) 64 (1,590 L.F.) 9 PERIMETER TREES - INTERIOR PROPERTY LINES (1 TREE PER 25 LINEAR FEET) - (0 L.F.)
- NET +26 +127
- MU-II ZONE REQUIRED EXISTING PARKING LOT TREES (1 TREE PER 5 STALLS) 109 (542 STALLS) - PERIMETER TREES - ABUTTING STREETS (1 TREE PER 30 LINEAR FEET) 69 (2,070 L.F.) 18 PERIMETER TREES - INTERIOR PROPERTY LINES (1 TREE PER 30 LINEAR FEET) 52 (1,550 L.F.)- NET +115 +162 +38 M-1 ZONE REMOVED 130 32 - REMOVED 326 2839 PROPOSED 131 182
- PROPOSED 224 213 90 BUILDING AND SITE HAVE BEEN DESIGNED TO CURRENT BREA CITY CODE - TITLE 20 ZONING CODE. M-1 REQUIRED BUILDING SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): M-1 REQUIRED LANDSCAPE SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): ALLOWABLE MAX. HEIGHT: ALLOWABLE LOT COVERAGE: M-1 REQUIRED PARKING TOTAL STALLS: EV CAPABLE: EV CHARGING STATIONS: 50 FT 10 FT 0 FT 10 FT 20 FT 8 FT 5 FT 8 FT 60 FT 50% 236 STALLS 46 STALLS 16 STALLS PROPOSED BUILDING SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): PROPOSED LANDSCAPE SETBACKS FRONT (VALENCIA): SIDE (NASA): SIDE (INTERIOR): REAR (SURVEYOR): PROPOSED MAX. HEIGHT: PROPOSED COVERAGE AREA: PROPOSED SITE AREA: PROPOSED LOT COVERAGE: PROPOSED PARKING AUTOMOBILE STALLS: DELIVERY VAN STALLS: TRUCK TRAILER STALLS:

EV CAPABLE:EV CHARGING STATIONS:
60 FT
689 FT210 FT152 FT
20 FT32 FT36 FT14 FT
266,342 SF
1,376,504 SF

19.3%
304 STALLS
757 STALLS
4 STALLS
46 STALLS18 STALLS

MU-II REQUIRED BUILDING SETBACKS
FRONT (VALENCIA):

SIDE (NASA):SIDE (INTERIOR):

REAR (SURVEYOR):MU-II REQUIRED LANDSCAPE SETBACKS
FRONT (VALENCIA):

SIDE (NASA):SIDE (INTERIOR):

REAR (SURVEYOR):

ALLOWABLE MAX. HEIGHT:ALLOWABLE LOT COVERAGE:

MU-II REQUIRED PARKING
TOTAL STALLS:

EV CAPABLE:EV CHARGING STATIONS:
0 FT
10 FT
0 FT
10 FT20 FT
8 FT5 FT8 FT
60 FT
50%
0 STALLS0 STALLS0 STALLS 50'-4" FT ATTACHMENT H-5
WA WA WA H2O H2O SD SD 32' DRIVEWAY L20

40.0' 5.0' 5.00' 28.0'

38.50'

8.0'
100.0'

8.0'

40.0' 6.0'

15.0' LOT 8 LOT 6 LOT 10 LOT 9
R T.R. 9762 M.B. 442/16-19 (PUBLIC)

PARCEL B
(PER TITLE REPORT) M.B. 442/16-19 TR 9762 A.P.N. 320-233-03 OWNER: BREA INDUSTRIAL III LLC (NOT A PART) A.P.N. 320-233-21 OWNER: BIRCHLUX ASSOCIATES LP SANITARY SEWER AND STORM DRAIN

VOYAGER AVENUE BIRCH STREET

VALENCIA AVENUE ENTERPRISE STREET
SURVEYOR AVENUE M20 M110
R M1105
420
420
420
420
430 440
418
418
418
418
422
422
422
422
422
422
424
424
426
426
428
432
434
436 438442

50.00'

42.5' 92.5' ROW 30.0' 30.0' 3300 E. BIRCH ST BREA, CA 92821 ZONE M-1 9.78 ACRES (NOT A PART) 3350 E. BIRCH ST BREA, CA 92821 (NOT A PART) M.B. 442/16-19 TR 9762 A.P.N. 320-233-01 3200 E. BIRCH ST BREA, CA 92821 ZONE M-1 2.25 ACRES (NOT A PART) M.B. 442/16-19 TR 9762 A.P.N. 320-233-02 3233 ENTERPRISE ST BREA, CA 92821 ZONE M-1 2.18 ACRES (NOT A PART)

30.0' 30.0'

60.0'

50.0' 40.0'

90.0' 30.0' 30.0' 60.0'
L15 L16
C1 L18
L17
C3
L4 L3
L2 L1
C8
C7
(E) R/W 25.1' CL TO CRB 4.9' CRB TO R/W PROPERTY LINE, TYP L6
(440)
(432)
(434)
(436)
(438)
(442)
(444)
(446)
(448)
(428)
(426)
(420)
(414)
(416)
(418)
(422)
(424)
(426) 5.0' CRB TO R/W 25.0' CL TO CRB 60.0' ROW

6.4' CRB TO R/W 5.2' CRB TO R/W

24.9' CL TO CRB

23.6' CL TO CRB

STATION BUILDING
(N) DELIVERY

FFE VARIES
421.8-423.0 APPROX PAD
ELEV = FFE - 6"

42.2' CL TO CRB

42.0' CL TO CRB

5.5' CRB TO BOW

7.8' CRB TO R/W TR NO. 17150 ZONE MU-II (NOT A PART)
420
420
430
422
424
426
428
432
434
436
438 PM 80-1113 A.P.N. 320-233-01 3900 ENTERPRISE ST BREA, CA 92821 ZONE M-1 6.05 ACRES (NOT A PART) 18' EASEMENT PER STORM DRAIN PURPOSES DEDICATED TO THE CITY OF BREA. 4 4
6 7
7 9 10 13 16 23 19 18 17 1813 18 18 LLR LLR LLR LLR LLR LLR A
E
J
I
S
T
M
L
W
L
U FF
I
P
Q
F
B
L
U
W
L
B
E
U
U
L T
W 18 13 17
B
F
W
U
E
E
B
F
W
M
M
D
C
B
C
C
B
E
C

L W CC CC
Z BB 415.2 INV 420.2 TG 417.1 INV 420.2 TG 417.7 INV BB BB 412.7 INV BB BB 415.5 INV 420.2 TG 417.7 INV BB EE (E) 3-STORY OFFICE BUILDING TO BE REMOVED. 232,752 SF GROUND FLOOR AREA
R25.28'(E)
R23.68'(E)
R25.00'
R25.00' 25.6' CL TO CRB 30.0' 30.00' 25.1' TO CRB 60.0' ROW L21 L
L 51.3' WIDE TYP GG 28' WIDE HH HH 8"FW 8"FW 2"W (IRR)

I GG TYP

32.0'

57.0'

53.88' 26.07'

76.84'

59.26' 415.5 INV LINE TABLE LINE # L1L2L3L4L5L6L7L8L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 BEARING S89°53'51"E N00°06'09"E S89°53'51"E S08°15'09"W N29°21'09"E N08°15'10"E S29°21'09"W S29°21'09"W S71°20'23"W N60°38'51"W N60°38'51"W N10°16'16"E N88°15'05"E N00°06'30"E N00°06'31"E N89°53'30"W N00°06'30"E S89°53'51"E N10°16'16"E S89°53'51"E S09°45'04"W S77°56'46"E S74°55'44"E N77°56'46"W S00°06'30"W DISTANCE 666.53' 300.01' 583.36' 303.06' 1180.92' 674.58' 394.07' 211.50' 40.36' 243.00' 166.00' 46.82' 573.10' 903.20' 1001.76' 410.00' 650.05' 2241.84' 105.39' 50.49' 50.00' 561.83' 213.59' 440.23' 99.51' CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C13 C14 C15 DELTA 21°06'00" 12°01'11" 21°06'00" 16°21'07" 87°16'11" 10°09'46" 9°38'18" 49°44'27" 19°04'53" 10°09'46" 24°15'53" 43°39'56" 67°26'14" RADIUS 1200.00' 1200.00' 1150.00' 1230.00' 30.00' 630.00' 45.00' 70.00' 1200.00' 600.00' 67.25' 67.25' 100.00' LENGTH 441.92' 251.74' 423.50' 351.04' 45.69' 111.75' 7.57' 60.77' 399.64' 106.42' 28.48' 51.25' 117.70' CHORD DIRECTION N18°48'09"E N85°44'20"W S18°48'09"W N68°49'25"W N33°21'51"W N05°11'23"E N04°55'55"E N15°07'25"W N70°11'18"W N05°11'23"E N89°35'07"W S56°26'58"W N68°20'07"E CHORD LENGTH 439.42' 251.28' 421.12' 349.85' 41.40' 111.60' 7.56' 58.88' 397.80' 106.28' 28.27' 50.02' 111.02' 0 SCALE: 1" = 30 60 120 60' MONUMENT NOTES M7 FD S&W STAMPED "L.S. 3428", PER PARCEL MAP NO. 2014-117, P.M.B. 381/5-10 M11 FD S&W STAMPED "L.S. 3428", PER P.M. NO. 2014-117, P.M.B. 381/5-10 M13 FD S&W ILLEGIBLE, PER P.M. NO. 2014-117, P.M.B. 381/5-10 M19 FD S&W ILLEGIBLE, PER P.M. NO. 2014-117, P.M.B. 381/5-10 M20 FD S&W STAMPED "L.S. 3428", PER P.M. NO. 80-113, P.M.B. 153 9 M110 FD LEAD, TACK & TAG "L.S. 3428", NO REF., ACCEPTED AS PL PROD. M1105 FD LEAD, TACK & TAG "L.S. 7076", NO REF., ACCEPTED AS LOT LINE INTERSECTION

SIONAL ENGINEER
ST

C I V I L
A TE
OF C
A LIFOR NIA No. 72588
LUCAS
A. CORSB IE 07/26/2024 LEGEND(5280) LLR
R RIGHT OF WAY EASEMENT CENTERLINE CURB & GUTTER TREE (VARIOUS) CONTOUR ELECTRIC NATURAL GAS SANITARY STORM DRAIN TELEPHONE WATER LINE DOMESTIC WATER FIRE WATER TREELINE LOT LINE LOT LINE TO BE REMOVED EASEMENT TO BE QUITCLAIMED EXISTING PROPOSED SLOPE MONUMENT 5280 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE
DJT4

VVESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
BREA, CA 92823
SITE PLAN IRV21-5032 N. RAMOS F. GARCIA 07/26/24 0202 05 01-05-2023 PLANNING RESUBMITTAL
08-11-2023 PLANNING RESUBMITTAL
01-10-2024 PLANNING RESUBMITTAL
04-05-2024 PLANNING RESUBMITTAL
06-25-2024 PLANNING RESUBMITTAL
07-26-2024 PLANNING RESUBMITTAL
NOT FOR CONSTRUCTION07/26/24 SEE SHEET 03 MATCHLINE OVERLAND RELEASE (>25YR STORM) ZONING NOTE THE CITY OF BREA HAS PROCESSED A GENERAL PLAN AMENDMENT WHICH REZONES THE SOUTHERLY 7.4 ACRES OF THE PROJECT SITE TO A MIXED USED II (MU-II) DESIGNATION. THE NORTHERLY 24.2 ACRES REMAINS AS LIGHT INDUSTRIAL (M-1) DESIGNATION. UTILITY NOTE FOR MORE DETAILED INFORMAITION ON UTILITIES SEE UTILITY SHEETS 4 AND 5. PLAN NOTES (E) STORM CATCH BASIN (E) STORM MANHOLE (E) SEWER MANHOLE (E) SANITARY SEWER (E) STORM DRAIN (E) WATER MAIN (E) WASTEWATER TRANSMISSION LINE (E) GAS MAIN (N) STORMWATER UNDERGROUND DETENTION (CLOSED) (N) PROPRIETARY BIOFILTRATION UNIT (N) STORMWATER INFILTRATION DRY WELL (E) STREET LIGHT (E) CURB & GUTTER (N) CURB & GUTTER (N) SEWER MANHOLE (E) DRIVEWAY APPROACH TO BE REMOVED (E) DRIVEWAY APPROACH TO BE MODIFIED (N) LINE OF SIGHT (E) TRAFFIC SIGNAL TO BE MODIFIED TO ELIMINATE WESTBOUND LEG OF INTERSECTION (E) COMMUNICATIONS STRUCTURE (E) ELECTRICAL STRUCTURE (E) TRAFFIC SIGNAL STRUCTURE (E) WATER STRUCTURE (E) CORNER ADA RAMP TO BE MODIFIED (E) BUS STOP TO BE MODIFIED (N) WATER SERVICE CONNECTION (N) SANITARY SEWER (N) STORM DRAIN (N) NEW FIRE WATER LOOP (N) STORM CATCH BASIN (N) STORM MANHOLE (E) DRIVEWAY APPROACH TO REMAIN (N) LIGHT POLE (N) ACCESS EASEMENT (N) CURB RAMP ABC
D
E
FG
H
IJK
LM
NO
PQ
R
S
TU
VWXY
ZAABBCCDDEEFF GGHHII PEDESTRIAN PATH OF TRAVEL WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS (NOT A SURVEY MATTER). THE RIGHT AND PRIVILEGE TO LAY, CONSTRUCT, MAINTAIN, OPERATE, REPAIR, RENEW AND REMOVE ONE WELDED STEEL PIPE LINE RECORDED AUGUST 14, 1948 IN BOOK 1686, PAGE 527 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENT FOR DRAINAGE AND STORM WATER CHANNEL PURPOSES RECORDED IN BOOK 2755, PAGE 502 OF OFFICIAL RECORDS QUITCLAIMED PER DOC NO 46581 RECORDED DECEMBER 29, 1980 IN BOOK 13893, PAGE 1392). GRANTED TO ORANGE COUNTY FLOOD CONTROL DISTRICT. EASEMENT FOR WATER PIPE LINES RECORDED MAY 21, 1958 IN BOOK 4291, PAGE 400 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO METROPOLITAIN WATER DISTRICT. COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN BOOK 7868, PAGE 323; IN BOOK 7868, PAGE 346 AND OCTOBER 31, 1978 IN BOOK 12903, PAGE 897 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR ELECTRIC LINES RECORDED IN BOOK 13123 PAGE 1101 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UNDERGROUND COMMUNICATION SYSTEMS RECORDED IN BOOK 13130, PAGE 1968 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. EASEMENT FOR INGRESS AND EGRESS FOR MAINTENANCE OF PIPE LINE RECORDED IN BOOK 13162, PAGE 1245 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENTS FOR STORM DRAIN AND SANITARY SEWER AND INCIDENTAL PURPOSES, AS SHOWN ON THE MAPS OF SAID TRACT NO. 8600 IN BOOK 453, PAGE 41, OF MAPS AND TRACT NO. 9762 IN BOOK 442, PAGE 16, OF MAPS AND AS DEDICATED TO THE CITY OF BREA BY ENDORSEMENT ON SAID MAPS, OVER THE FOLLOWING DESCRIBED PORTIONS OF SAID LAND: STORM DRAIN EASEMENTS: AN 18.00 FOOT-WIDE STRIP OF LAND OVER THE NORTHERLY PORTION OF LOTS 16 AND 17 OF SAID TRACT NO. 8600, (AND AS SHOWN ON LOT A OF TRACT NO. 9762). SANITARY SEWER EASEMENTS: OVER THE WESTERLY 12.00 FEET OF LOT 15 AND OVER A PORTION OF SAID LOT 16 OF TRACT NO. 8600. SANITARY SEWER AND STORM DRAIN EASEMENTS: OVER AN IRREGULAR-SHAPED PORTION OF LOT 10 AND THE WEST 28 FEET OF LOT 9 (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. PARTIALY QUITCLAMED AS RECORDED IN DECEMBER 3, 1980 IN BOOK 13859, PAGE 1261 OF OFFICIAL RECORDS. EASEMENT FOR DRIVEWAY PURPOSES AS RECORDED ON TRACT 9762 BOOK 442 PAGES 16 TO 19 OF MAPS (PLOTTED HEREON). GRANTED TO LAND OWNER AS AN EXCEPTION TO RELINQUISHED VEHICULAR ACCESS ON VALENCIA. A RIGHT OF WAY FOR PIPE LINES AND INCIDENTAL PURPOSES, FOR THE TRANSPORTATION OF WASTE WATER, INCLUDING, BUT NOT LIMITED TO, DEVICES CONTROLLING ELECTROLYSIS FOR USE IN CONNECTION WITH SAID PIPELINE, WITH THE RIGHT OF INGRESS AND EGRESS TO AND FROM THE SAME, OVER THOSE CERTAIN STRIPS OF LAND SHOWN AS EITHER "PROPOSED 15" EASEMENT FOR WASTE WATER PURPOSES" OR "PROPOSED 10' EASEMENT FOR WATER PURPOSES" AFECTED SAID LOTS 16 AND 17 AND OTHER LAND IN SAID TRACT NO. 8600, UPON THE TERMS, PROVISIONS, CONVENANTS AND CONDITIONS THEREIN CONTAINED, RECORDED DECEMBER 19, 1979 IN BOOK 13440 PAGE 166 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO UNION OIL COMPANY OF CALIFORNIA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 8600, RECORDING IN BOOK 453, PAGE 41, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 9762, RECORDING IN BOOK 442, PAGE 16, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1811, OFFICIAL RECORDS. (BLANKET IN NATURE). THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1864, OFFICIAL RECORDS. (BLANKET IN NATURE). EASEMENT FOR SANITARY SEWER AND STORM DRAIN SYSTEMS RECORDED IN BOOK 13837 PAGE 71 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED FEBRUARY 18, 1982 AS INSTRUMENT NO. 82-57089, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR ELECTRIC LINES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED AUGUST 20, 1982 AS INSTRUMENT NO. 82-293202, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR TRAFFIC SIGNAL PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 82-460106, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR STREETS, HIGHWAYS, SEWER, STORM DRAIN, PUBLIC UTILITIES AND CABLE TELEVISION PURPOSES OVER, UNDER, ALONG, ACROSS AND THROUGH AND INCIDENTAL PURPOSES, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 1982-460107, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. MATTERS CONTAINED IN DOCUMENT ENTITLED "MEMORANDUM OF OPTION LEASE" RECORDED JULY 10, 1987 AS INSTRUMENT NO. 87-394278 OF OFFICIAL RECORDS, EXECUTED BY PACIFIC SOUTHWEST REALTY COMPANY, A DELAWARE CORPORATION (LANDLORD) AND HUGHES COMMUNICATIONS CARRIER SERVICES, INC., A CALIFORNIA CORPORATION (TENANT) (NOT A SURVEY MATTER). AN UNRECORDED LEASE RECORDED JUNE 26, 1997 AS INSTRUMENT NO. 1997-296702, OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UNDERGROUND COMMUNICATION FACILITIES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED JULY 10, 2000 AS INSTRUMENT NO. 2000-360446, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO PACIFIC BELL TELEPHONE COMPANY. EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES, RECORDED AUGUST 4, 2017 AS INSTRUMENT NO. 2017000321262, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, GENDER, GENDER IDENTITY, GENDER EXPRESSION, SEXUAL ORIENTATION, MARITAL STATUS, NATIONAL ORIGIN, ANCESTRY, FAMILIAL STATUS, SOURCE OF INCOME, DISABILITY, VETERAN OR MILITARY STATUS, GENETIC INFORMATION, MEDICAL CONDITION, CITIZENSHIP, PRIMARY LANGUAGE, AND IMMIGRATION STATUS, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING IN BOOK 13161, PAGE 595, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR WASTE WATER AND STORM DRAIN, SEWER, DRIVEWAY AND RIGHTS INCIDENTAL PURPOSES RECORDED ON TRACT 8600 BOOK 453, PAGES 41 TO 45 OF MAPS (PLOTTED HEREON AND GRANTED TO THE CITY OF BREA). COVENANT AND AGREEMENT EXECUTED BY PACIFIC SOUTHWEST REALITY COMPANY AND CITY OF BREA, RECORDED MAY 9, 1980 IN BOOK 13603, PAGE 1107 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 13654, PAGE 1074 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 14237, PAGE 66 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "ASSIGNMENT AND ASSUMPTION OF OPTION AGREEMENT" EXECUTED BY CRE BREA VALENCIA OPTION, LLC A DELAWARE LIMITED LIABILITY COMPANY AND AMAZON.COM SERVICES, A DELAWARE LIMITED LIABILITY COMPANY RECORDED OCTOBER 15, 2021 AS INSTRUMENT NO. 2021000634380, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING (NOT A SURVEY MATTER). ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY PUBLIC RECORDS (NOT A SURVEY MATTER). ANY EASEMENTS NOT DISCLOSED BY THE PUBLIC RECORDS AS TO MATTERS AFFECTING TITLE TO REAL PROPERTY, WHETHER OR NOT SAID EASEMENTS ARE VISIBLE AND APPARENT (NOT A SURVEY MATTER). MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/NSPS LAND TITLE SURVEY OF SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF (NOT A SURVEY MATTER). SCHEDULE B ITEMS - EASEMENT NOTES

WA WA WA

CARPOOL ONLY

EV EV CAPABLE

EV CAPABLE

EV CAPABLE EV EV EV EV EV EV

EV EV EV EV EV EV EV EV EV
EV EV

EV CAPABLE

EV CAPABLE
EV
H2O
H2O H2O H2O SD SS SD
C10 C2
L19
C9

60.0' ROW TO BLDG
(400)

NASA STREET

16.5' 6.0'

15.0'

8.0'

8.0' 6.0'
100.0' 10.0' 10.0'

10.0'

18.0'

40.0'

8.0'

12.0'

6.0'

10.0'

9.0' 60.0'

92.5' R/W

16.5' LOT 17 LOT 18 LOT 5 LOT 16LOT 11 LOT 15 T.R. 8600 M.B. 453/41-45 T.R. 9762 M.B. 442/16-19 A.P.N. 320-233-17
A.P.N. 320-301-12

PARCEL A
(PER TITLE REPORT) STORM DRAIN M11 SANITARY SEWER
VALENCIA AVENUE 40' DRIVEWAY GASGAS 14' DRIVEWAY
R M7 M1105 M19M13
400
410
420
402
404
404 404
406
408
412
414
416
418

30.0'

60.0' ROW 30.0' 30.0'
R

ZONE MU-II (SEE ZONING

NOTE HEREON)

50.0' CL TO R/W

42.5'
L10
L15 L13
C4
L11
L9
L7
L14 C6
L12 C5
L8 10" VCP (E) R/W
101.5'

60.0'

49.5'

97.4'

42.2' CL TO CRB

7.8' CRB TO R/W

25.1' CL TO CRB

4.9' CRB TO R/W 25.1' CL TO CRB 4.9' CRB TO R/W
ZONE MU-1
(SEE ZONING

NOTE HEREON) WASTEWATER

14.9'
L5
(426)
(400)
(410)
(402)
(404)
(406)
(408)
(412)
(414)
(416) 5.0' CRB TO R/W 25.0' CL TO CRB 60.0' ROW

STATION BUILDING
(N) DELIVERY

FFE VARIES
421.8-423.0 APPROX PAD
ELEV = FFE - 6"
(398)
(398)
(402)
(404)
(406)
(406)
(406) 26 26 26 26
(410)
(420)
(408)
(412)
(414)
(416)
(418)
(422)
(424) 26 M.B. 442/16-19 TR 9762 A.P.N. 320-233-02 3233 ENTERPRISE ST BREA, CA 92821 ZONE M-1 1.36 ACRES (NOT A PART) TR 8600 MM 453/41-45 A.P.N. 320-303-11 ZONE M-1 1.50 ACRES (NOT A PART) PMB 153/9 PM 80-1113 A.P.N. 320-233-01 3900 ENTERPRISE ST BREA, CA 92821 ZONE M-1 6.05 ACRES (NOT A PART) TR 8600 MM 453/41-45 A.P.N. 320-303-04 ZONE M-1 15.30 ACRES (NOT A PART) TR NO. 17150 ZONE MU-II (E) RESIDENTIAL DEVELOPMENT (NOT A PART)

25.0' CL TO CRB

5.5' CRB TO BOW

5.5' CRB TO S/W STORM DRAIN
410
420
406
408
412
414
416
418
R20.00'
R20.00'
R30.00'
R44.00'
R26.34' (E)
R24.86'(E)
3 9 25 20 28 28 29 18
2 25 29
8 10
8 2 17 18 12 24 LLR 18 LLR LLR LLR LLR LLR LLR LLR LLR
G
H
9 A.P.N. 320-301-11
K
S 24
D
C
B
C
D
C
D
B
A
O
H
A
A
F
I
U11
L W
L
W
L
U29
T
L U
A
L C
D
L V
V
W 18
U
X
F
F
C
L12
Q

Q FF FF
P
P
B
F
W
U
U
S
B
W
B
E
Y13
A
U
T
B
W
9 E
L
W 17 18
F
W
W
M
M
M
M
N

M AA AA BB CC CC
Z
Z
C 11
B 11 420.2 TG 417.7 INV
(21")
(18")
(18")
(24")
(21")
(21")
(30")
(54")
(24")

STATION BUILDING
(N) DELIVERY

FFE VARIES
421.8-423.0 APPROX PAD
ELEV = FFE - 6"
410
406
408
412
414 416
416 416 BB

6.0' I
L (E) 3-STORY OFFICE BUILDING TO BE REMOVED. 232,752 SF GROUND FLOOR AREA R
R L22 C13
L23
C14
L24
C15 L25
L TYP GG TYP GG 42.6' WIDE 51.2' WIDE 32' WIDE 14' WIDE HH HH HH HH II 8"FW 6"SS 6"SS 8"FW 2"W 2"W (IRR) I

57.0'

59.0'

32.0'

26.0'

32.0'

32.0' LINE TABLE LINE # L1L2L3L4L5L6L7L8L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 BEARING S89°53'51"E N00°06'09"E S89°53'51"E S08°15'09"W N29°21'09"E N08°15'10"E S29°21'09"W S29°21'09"W S71°20'23"W N60°38'51"W N60°38'51"W N10°16'16"E N88°15'05"E N00°06'30"E N00°06'31"E N89°53'30"W N00°06'30"E S89°53'51"E N10°16'16"E S89°53'51"E S09°45'04"W S77°56'46"E S74°55'44"E N77°56'46"W S00°06'30"W DISTANCE 666.53' 300.01' 583.36' 303.06' 1180.92' 674.58' 394.07' 211.50' 40.36' 243.00' 166.00' 46.82' 573.10' 903.20' 1001.76' 410.00' 650.05' 2241.84' 105.39' 50.49' 50.00' 561.83' 213.59' 440.23' 99.51' CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C13 C14 C15 DELTA 21°06'00" 12°01'11" 21°06'00" 16°21'07" 87°16'11" 10°09'46" 9°38'18" 49°44'27" 19°04'53" 10°09'46" 24°15'53" 43°39'56" 67°26'14" RADIUS 1200.00' 1200.00' 1150.00' 1230.00' 30.00' 630.00' 45.00' 70.00' 1200.00' 600.00' 67.25' 67.25' 100.00' LENGTH 441.92' 251.74' 423.50' 351.04' 45.69' 111.75' 7.57' 60.77' 399.64' 106.42' 28.48' 51.25' 117.70' CHORD DIRECTION N18°48'09"E N85°44'20"W S18°48'09"W N68°49'25"W N33°21'51"W N05°11'23"E N04°55'55"E N15°07'25"W N70°11'18"W N05°11'23"E N89°35'07"W S56°26'58"W N68°20'07"E CHORD LENGTH 439.42' 251.28' 421.12' 349.85' 41.40' 111.60' 7.56' 58.88' 397.80' 106.28' 28.27' 50.02' 111.02' 0 SCALE: 1" = 30 60 120 60'

SIONAL ENGINEER
ST

C I V I L
A TE
OF C
A LIFOR NIA No. 72588
LUCAS
A. CORSB IE 07/26/2024 ZONING NOTE THE CITY OF BREA HAS PROCESSED A GENERAL PLAN AMENDMENT WHICH REZONES THE SOUTHERLY 7.4 ACRES OF THE PROJECT SITE TO A MIXED USED II (MU-II) DESIGNATION. THE NORTHERLY 24.2 ACRES REMAINS AS LIGHT INDUSTRIAL (M-1) DESIGNATION.

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE
DJT4

VVESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
BREA, CA 92823
SITE PLAN IRV21-5032 N. RAMOS F. GARCIA 07/26/24 0303 05 01-05-2023 PLANNING RESUBMITTAL
08-11-2023 PLANNING RESUBMITTAL
01-10-2024 PLANNING RESUBMITTAL
04-05-2024 PLANNING RESUBMITTAL
06-25-2024 PLANNING RESUBMITTAL
07-26-2024 PLANNING RESUBMITTAL
NOT FOR CONSTRUCTION07/26/24 SEE SHEET 02 MATCHLINE UTILITY NOTE FOR MORE DETAILED INFORMAITION ON UTILITIES SEE UTILITY SHEETS 4 AND 5. PLAN NOTES (E) STORM CATCH BASIN (E) STORM MANHOLE (E) SEWER MANHOLE (E) SANITARY SEWER (E) STORM DRAIN (E) WATER MAIN (E) WASTEWATER TRANSMISSION LINE (E) GAS MAIN (N) STORMWATER UNDERGROUND DETENTION (CLOSED) (N) PROPRIETARY BIOFILTRATION UNIT (N) STORMWATER INFILTRATION DRY WELL (E) STREET LIGHT (E) CURB & GUTTER (N) CURB & GUTTER (N) SEWER MANHOLE (E) DRIVEWAY APPROACH TO BE REMOVED (E) DRIVEWAY APPROACH TO BE MODIFIED (N) LINE OF SIGHT (E) TRAFFIC SIGNAL TO BE MODIFIED TO ELIMINATE WESTBOUND LEG OF INTERSECTION (E) COMMUNICATIONS STRUCTURE (E) ELECTRICAL STRUCTURE (E) TRAFFIC SIGNAL STRUCTURE (E) WATER STRUCTURE (E) CORNER ADA RAMP TO BE MODIFIED (E) BUS STOP TO BE MODIFIED (N) WATER SERVICE CONNECTION (N) SANITARY SEWER (N) STORM DRAIN (N) NEW FIRE WATER LOOP (N) STORM CATCH BASIN (N) STORM MANHOLE (E) DRIVEWAY APPROACH TO REMAIN (N) LIGHT POLE (N) ACCESS EASEMENT (N) CURB RAMP ABC
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ZAABBCCDDEEFF GGHHII WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS (NOT A SURVEY MATTER). THE RIGHT AND PRIVILEGE TO LAY, CONSTRUCT, MAINTAIN, OPERATE, REPAIR, RENEW AND REMOVE ONE WELDED STEEL PIPE LINE RECORDED AUGUST 14, 1948 IN BOOK 1686, PAGE 527 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENT FOR DRAINAGE AND STORM WATER CHANNEL PURPOSES RECORDED IN BOOK 2755, PAGE 502 OF OFFICIAL RECORDS QUITCLAIMED PER DOC NO 46581 RECORDED DECEMBER 29, 1980 IN BOOK 13893, PAGE 1392). GRANTED TO ORANGE COUNTY FLOOD CONTROL DISTRICT. EASEMENT FOR WATER PIPE LINES RECORDED MAY 21, 1958 IN BOOK 4291, PAGE 400 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO METROPOLITAIN WATER DISTRICT. COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN BOOK 7868, PAGE 323; IN BOOK 7868, PAGE 346 AND OCTOBER 31, 1978 IN BOOK 12903, PAGE 897 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR ELECTRIC LINES RECORDED IN BOOK 13123 PAGE 1101 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UNDERGROUND COMMUNICATION SYSTEMS RECORDED IN BOOK 13130, PAGE 1968 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. EASEMENT FOR INGRESS AND EGRESS FOR MAINTENANCE OF PIPE LINE RECORDED IN BOOK 13162, PAGE 1245 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENTS FOR STORM DRAIN AND SANITARY SEWER AND INCIDENTAL PURPOSES, AS SHOWN ON THE MAPS OF SAID TRACT NO. 8600 IN BOOK 453, PAGE 41, OF MAPS AND TRACT NO. 9762 IN BOOK 442, PAGE 16, OF MAPS AND AS DEDICATED TO THE CITY OF BREA BY ENDORSEMENT ON SAID MAPS, OVER THE FOLLOWING DESCRIBED PORTIONS OF SAID LAND: STORM DRAIN EASEMENTS: AN 18.00 FOOT-WIDE STRIP OF LAND OVER THE NORTHERLY PORTION OF LOTS 16 AND 17 OF SAID TRACT NO. 8600, (AND AS SHOWN ON LOT A OF TRACT NO. 9762). SANITARY SEWER EASEMENTS: OVER THE WESTERLY 12.00 FEET OF LOT 15 AND OVER A PORTION OF SAID LOT 16 OF TRACT NO. 8600. SANITARY SEWER AND STORM DRAIN EASEMENTS: OVER AN IRREGULAR-SHAPED PORTION OF LOT 10 AND THE WEST 28 FEET OF LOT 9 (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. PARTIALY QUITCLAMED AS RECORDED IN DECEMBER 3, 1980 IN BOOK 13859, PAGE 1261 OF OFFICIAL RECORDS. EASEMENT FOR DRIVEWAY PURPOSES AS RECORDED ON TRACT 9762 BOOK 442 PAGES 16 TO 19 OF MAPS (PLOTTED HEREON). GRANTED TO LAND OWNER AS AN EXCEPTION TO RELINQUISHED VEHICULAR ACCESS ON VALENCIA. A RIGHT OF WAY FOR PIPE LINES AND INCIDENTAL PURPOSES, FOR THE TRANSPORTATION OF WASTE WATER, INCLUDING, BUT NOT LIMITED TO, DEVICES CONTROLLING ELECTROLYSIS FOR USE IN CONNECTION WITH SAID PIPELINE, WITH THE RIGHT OF INGRESS AND EGRESS TO AND FROM THE SAME, OVER THOSE CERTAIN STRIPS OF LAND SHOWN AS EITHER "PROPOSED 15" EASEMENT FOR WASTE WATER PURPOSES" OR "PROPOSED 10' EASEMENT FOR WATER PURPOSES" AFECTED SAID LOTS 16 AND 17 AND OTHER LAND IN SAID TRACT NO. 8600, UPON THE TERMS, PROVISIONS, CONVENANTS AND CONDITIONS THEREIN CONTAINED, RECORDED DECEMBER 19, 1979 IN BOOK 13440 PAGE 166 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO UNION OIL COMPANY OF CALIFORNIA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 8600, RECORDING IN BOOK 453, PAGE 41, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 9762, RECORDING IN BOOK 442, PAGE 16, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1811, OFFICIAL RECORDS. (BLANKET IN NATURE). THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1864, OFFICIAL RECORDS. (BLANKET IN NATURE). EASEMENT FOR SANITARY SEWER AND STORM DRAIN SYSTEMS RECORDED IN BOOK 13837 PAGE 71 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED FEBRUARY 18, 1982 AS INSTRUMENT NO. 82-57089, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR ELECTRIC LINES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED AUGUST 20, 1982 AS INSTRUMENT NO. 82-293202, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR TRAFFIC SIGNAL PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 82-460106, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR STREETS, HIGHWAYS, SEWER, STORM DRAIN, PUBLIC UTILITIES AND CABLE TELEVISION PURPOSES OVER, UNDER, ALONG, ACROSS AND THROUGH AND INCIDENTAL PURPOSES, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 1982-460107, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. MATTERS CONTAINED IN DOCUMENT ENTITLED "MEMORANDUM OF OPTION LEASE" RECORDED JULY 10, 1987 AS INSTRUMENT NO. 87-394278 OF OFFICIAL RECORDS, EXECUTED BY PACIFIC SOUTHWEST REALTY COMPANY, A DELAWARE CORPORATION (LANDLORD) AND HUGHES COMMUNICATIONS CARRIER SERVICES, INC., A CALIFORNIA CORPORATION (TENANT) (NOT A SURVEY MATTER). AN UNRECORDED LEASE RECORDED JUNE 26, 1997 AS INSTRUMENT NO. 1997-296702, OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UNDERGROUND COMMUNICATION FACILITIES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED JULY 10, 2000 AS INSTRUMENT NO. 2000-360446, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO PACIFIC BELL TELEPHONE COMPANY. EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES, RECORDED AUGUST 4, 2017 AS INSTRUMENT NO. 2017000321262, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, GENDER, GENDER IDENTITY, GENDER EXPRESSION, SEXUAL ORIENTATION, MARITAL STATUS, NATIONAL ORIGIN, ANCESTRY, FAMILIAL STATUS, SOURCE OF INCOME, DISABILITY, VETERAN OR MILITARY STATUS, GENETIC INFORMATION, MEDICAL CONDITION, CITIZENSHIP, PRIMARY LANGUAGE, AND IMMIGRATION STATUS, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING IN BOOK 13161, PAGE 595, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR WASTE WATER AND STORM DRAIN, SEWER, DRIVEWAY AND RIGHTS INCIDENTAL PURPOSES RECORDED ON TRACT 8600 BOOK 453, PAGES 41 TO 45 OF MAPS (PLOTTED HEREON AND GRANTED TO THE CITY OF BREA). COVENANT AND AGREEMENT EXECUTED BY PACIFIC SOUTHWEST REALITY COMPANY AND CITY OF BREA, RECORDED MAY 9, 1980 IN BOOK 13603, PAGE 1107 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 13654, PAGE 1074 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 14237, PAGE 66 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "ASSIGNMENT AND ASSUMPTION OF OPTION AGREEMENT" EXECUTED BY CRE BREA VALENCIA OPTION, LLC A DELAWARE LIMITED LIABILITY COMPANY AND AMAZON.COM SERVICES, A DELAWARE LIMITED LIABILITY COMPANY RECORDED OCTOBER 15, 2021 AS INSTRUMENT NO. 2021000634380, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING (NOT A SURVEY MATTER). ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY PUBLIC RECORDS (NOT A SURVEY MATTER). ANY EASEMENTS NOT DISCLOSED BY THE PUBLIC RECORDS AS TO MATTERS AFFECTING TITLE TO REAL PROPERTY, WHETHER OR NOT SAID EASEMENTS ARE VISIBLE AND APPARENT (NOT A SURVEY MATTER). MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/NSPS LAND TITLE SURVEY OF SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF (NOT A SURVEY MATTER). SCHEDULE B ITEMS - EASEMENT NOTES MONUMENT NOTES M7 FD S&W STAMPED "L.S. 3428", PER PARCEL MAP NO. 2014-117, P.M.B. 381/5-10 M11 FD S&W STAMPED "L.S. 3428", PER P.M. NO. 2014-117, P.M.B. 381/5-10 M13 FD S&W ILLEGIBLE, PER P.M. NO. 2014-117, P.M.B. 381/5-10 M19 FD S&W ILLEGIBLE, PER P.M. NO. 2014-117, P.M.B. 381/5-10 M20 FD S&W STAMPED "L.S. 3428", PER P.M. NO. 80-113, P.M.B. 153 9 M110 FD LEAD, TACK & TAG "L.S. 3428", NO REF., ACCEPTED AS PL PROD. M1105 FD LEAD, TACK & TAG "L.S. 7076", NO REF., ACCEPTED AS LOT LINE INTERSECTION LEGEND(5280) LLR R RIGHT OF WAY EASEMENT CENTERLINE CURB & GUTTER TREE (VARIOUS) CONTOUR ELECTRIC NATURAL GAS SANITARY STORM DRAIN TELEPHONE WATER LINE DOMESTIC WATER FIRE WATER TREELINE LOT LINE LOT LINE TO BE REMOVED EASEMENT TO BE QUITCLAIMED EXISTING PROPOSED SLOPE MONUMENT 5280 OVERLAND RELEASE (>25YR STORM) PEDESTRIAN PATH OF TRAVEL WA WA WA H2O H2O SD SD 32' DRIVEWAY

15.0' LOT 8 LOT 6 LOT 10 LOT 9
R T.R. 9762 M.B. 442/16-19 (PUBLIC)

PARCEL B
(PER TITLE REPORT) M.B. 442/16-19 TR 9762 A.P.N. 320-233-03 OWNER: BREA INDUSTRIAL III LLC (NOT A PART) A.P.N. 320-233-21 OWNER: BIRCHLUX ASSOCIATES LP SANITARY SEWER AND STORM DRAIN

VOYAGER AVENUE BIRCH STREET

VALENCIA AVENUE ENTERPRISE STREET

SURVEYOR AVENUE
R
420
420
420
420
430 440
418
418
418
418
422
422
422
422
422
422
424
424
426
426
428
432
434
436 438442 3300 E. BIRCH ST BREA, CA 92821 ZONE M-1 9.78 ACRES (NOT A PART) 3350 E. BIRCH ST BREA, CA 92821 (NOT A PART) M.B. 442/16-19 TR 9762 A.P.N. 320-233-01 3200 E. BIRCH ST BREA, CA 92821 ZONE M-1 2.25 ACRES (NOT A PART) M.B. 442/16-19 TR 9762 A.P.N. 320-233-02 3233 ENTERPRISE ST BREA, CA 92821 ZONE M-1 2.18 ACRES (NOT A PART) (436.3) RIM (429.4) INV IN (429.3) INV OUT (429.9) RIM
(423.3) INV
24" SD,
L=203.9', S=0.030 (427.7) RIM
(420.8) INV IN(420.7) INV OUT
24" SD, L=352.0', S=0.007 (426.3) RIM
(406.8) INV IN
(406.7) INV OUT
(426.1) RIM(421.6) INV IN(421.5) INV OUT
(434.1) RIM(425.6) INV IN(425.5) INV OUT
(432.5) RIM(422.4) INV
(439.4) RIM(428.3) INV IN(428.2) INV OUT
(427.4) RIM(415.8) INV IN(415.4) INV OUT
(426.8) RIM(416.8) INV IN(416.7) INV OUT
8" SS, L=788.7', S=0.006 (E) R/W

PROPERTY LINE, TYP
(440)
(432)
(434)
(436)
(438)
(442)
(444)
(446)
(448)
(428)
(426)
(420)
(414)
(416)
(418)
(422)
(424)
(426)

STATION BUILDING
(N) DELIVERY

FFE VARIES
421.8-423.0 APPROX PAD
ELEV = FFE - 6" TR NO. 17150 ZONE MU-II (NOT A PART)
420
420
430
422
424
426
428
432
434
436
438 420.0 RIM 412.5 INV IN 412.0 INV OUT 423.5 RIM 407.5 INV PM 80-1113 A.P.N. 320-233-01 3900 ENTERPRISE ST BREA, CA 92821 ZONE M-1 6.05 ACRES (NOT A PART) 18' EASEMENT PER STORM DRAIN PURPOSES DEDICATED TO THE CITY OF BREA. 4 4
6 7
7 9 10 13 16 23 19 18 17 1813 18 18 LLR LLR LLR LLR LLR LLR A
E
J
I
S
T
M
L
W
L
U FF
I
P
Q
F
B
L
U
W
L
B
E
U
U
L T
W 18 13 17
B
F
W
U
E
E
B
F
W
M
M
D
C
B
C
C
B
E
C

L W CC CC
Z BB 415.2 INV 420.2 TG 417.1 INV 420.2 TG 417.7 INV BB BB 412.7 INV BB BB 415.5 INV 420.2 TG 417.7 INV BB 10"SD, L=110.9', S=0.045 18"SD, L=114.8', S=0.052 15"SD, L=95.0', S=0.075 30"SD, L=701.5', (S=0.014) 24"SD,
L=+330',
(S=0.0150)
15"SD,
L=81.0', S=0.006 18"SD,
L=60.5', S=0.007 10"SD, L=132.5', S=0.034 15"SD,
L=122.4', S=0.034 12"SD,
L=60.5', S=0.005 12"SD,
L=60.5', S=0.005 18"SD, L=123.7', S=0.035 18"SD,
L=112.6', S=0.033 18"SD,
L=10.5', S=0.267 10"SD, L=122.8', S=0.027 10"SD, L=123.4', S=0.027 12"SD, L=107.6', S=0.028 12"SD,
L=10.9', S=0.670 10"SD, L=123.7', S=0.037 12"SD, L=112.6', S=0.025 12"SD, L=10.2', S=0.390 8"SD, L=10.4', S=0.317 15"SD, L=123.4', S=0.005 15"SD, L=109.3', S=0.015 12"SD, L=3.4', S=0.294 18"SD, L=204.6', S=0.020 15"SD, L=108.9', S=0.017 8"SD, L=20', S=0.09 39"SD, L=7.8', S=0.010 12"SD, L=3.8', S=0.010 30"SD, L=156.8', S=0.029 30"SD, L=52.9', S=0.026 42"SD, L=141.5', S=0.005 EE (E) 3-STORY OFFICE BUILDING TO BE REMOVED. 232,752 SF GROUND FLOOR AREA
R25.28'(E)
R23.68'(E)
R25.00'
R25.00' 30.00'
L
L 51.3' WIDE TYP GG 28' WIDE HH HH 8"FW 8"FW 2"W (IRR)

I GG TYP

76.84'

59.26' 415.5 INV
0 SCALE: 1" = 30 60 120 60'

SIONAL ENGINEER
ST

C I V I L
A TE
OF C
A LIFOR NIA No. 72588
LUCAS
A. CORSB IE 07/26/2024 LEGEND(5280) LLR
R (5280)
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE
DJT4

VVESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
BREA, CA 92823
UTILITY PLAN IRV21-5032 N. RAMOS F. GARCIA 07/26/24 0404 05 01-05-2023 PLANNING RESUBMITTAL
08-11-2023 PLANNING RESUBMITTAL
01-10-2024 PLANNING RESUBMITTAL
04-05-2024 PLANNING RESUBMITTAL
06-25-2024 PLANNING RESUBMITTAL
07-26-2024 PLANNING RESUBMITTAL
NOT FOR CONSTRUCTION07/26/24 SEE SHEET 03 MATCHLINE OVERLAND RELEASE (>25YR STORM) RIGHT OF WAY EASEMENT CENTERLINE CURB & GUTTER TREE (VARIOUS) CONTOUR ELECTRIC NATURAL GAS SANITARY STORM DRAIN TELEPHONE WATER LINE DOMESTIC WATER FIRE WATER TREELINE LOT LINE LOT LINE TO BE REMOVED EASEMENT TO BE QUITCLAIMED EXISTING PROPOSED SLOPE MONUMENT ZONING NOTE THE CITY OF BREA HAS PROCESSED A GENERAL PLAN AMENDMENT WHICH REZONES THE SOUTHERLY 7.4 ACRES OF THE PROJECT SITE TO A MIXED USED II (MU-II) DESIGNATION. THE NORTHERLY 24.2 ACRES REMAINS AS LIGHT INDUSTRIAL (M-1) DESIGNATION. PLAN NOTES (E) STORM CATCH BASIN (E) STORM MANHOLE (E) SEWER MANHOLE (E) SANITARY SEWER (E) STORM DRAIN (E) WATER MAIN (E) WASTEWATER TRANSMISSION LINE (E) GAS MAIN (N) STORMWATER UNDERGROUND DETENTION (CLOSED) (N) PROPRIETARY BIOFILTRATION UNIT (N) STORMWATER INFILTRATION DRY WELL (E) LIGHT POLE STRUCTURE (E) CURB & GUTTER (N) CURB & GUTTER (N) SEWER MANHOLE (E) DRIVEWAY APPROACH TO BE REMOVED (E) DRIVEWAY APPROACH TO BE MODIFIED (N) LINE OF SIGHT (E) TRAFFIC SIGNAL TO BE MODIFIED TO ELIMINATE WESTBOUND LEG OF INTERSECTION (E) COMMUNICATIONS STRUCTURE (E) ELECTRICAL STRUCTURE (E) TRAFFIC SIGNAL STRUCTURE (E) WATER STRUCTURE (E) CORNER ADA RAMP TO BE MODIFIED (E) BUS STOP TO BE MODIFIED (N) WATER SERVICE CONNECTION (N) SANITARY SEWER (N) STORM DRAIN (N) NEW FIRE WATER LOOP (N) STORM CATCH BASIN (N) STORM MANHOLE (N) ACCESS EASEMENT ABC
D
E
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VWXY
ZAABBCCDDEEHH PEDESTRIAN PATH OF TRAVEL WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS (NOT A SURVEY MATTER). THE RIGHT AND PRIVILEGE TO LAY, CONSTRUCT, MAINTAIN, OPERATE, REPAIR, RENEW AND REMOVE ONE WELDED STEEL PIPE LINE RECORDED AUGUST 14, 1948 IN BOOK 1686, PAGE 527 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENT FOR DRAINAGE AND STORM WATER CHANNEL PURPOSES RECORDED IN BOOK 2755, PAGE 502 OF OFFICIAL RECORDS QUITCLAIMED PER DOC NO 46581 RECORDED DECEMBER 29, 1980 IN BOOK 13893, PAGE 1392). GRANTED TO ORANGE COUNTY FLOOD CONTROL DISTRICT. EASEMENT FOR WATER PIPE LINES RECORDED MAY 21, 1958 IN BOOK 4291, PAGE 400 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO METROPOLITAIN WATER DISTRICT. COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN BOOK 7868, PAGE 323; IN BOOK 7868, PAGE 346 AND OCTOBER 31, 1978 IN BOOK 12903, PAGE 897 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR ELECTRIC LINES RECORDED IN BOOK 13123 PAGE 1101 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UNDERGROUND COMMUNICATION SYSTEMS RECORDED IN BOOK 13130, PAGE 1968 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. EASEMENT FOR INGRESS AND EGRESS FOR MAINTENANCE OF PIPE LINE RECORDED IN BOOK 13162, PAGE 1245 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENTS FOR STORM DRAIN AND SANITARY SEWER AND INCIDENTAL PURPOSES, AS SHOWN ON THE MAPS OF SAID TRACT NO. 8600 IN BOOK 453, PAGE 41, OF MAPS AND TRACT NO. 9762 IN BOOK 442, PAGE 16, OF MAPS AND AS DEDICATED TO THE CITY OF BREA BY ENDORSEMENT ON SAID MAPS, OVER THE FOLLOWING DESCRIBED PORTIONS OF SAID LAND: STORM DRAIN EASEMENTS: AN 18.00 FOOT-WIDE STRIP OF LAND OVER THE NORTHERLY PORTION OF LOTS 16 AND 17 OF SAID TRACT NO. 8600, (AND AS SHOWN ON LOT A OF TRACT NO. 9762). SANITARY SEWER EASEMENTS: OVER THE WESTERLY 12.00 FEET OF LOT 15 AND OVER A PORTION OF SAID LOT 16 OF TRACT NO. 8600. SANITARY SEWER AND STORM DRAIN EASEMENTS: OVER AN IRREGULAR-SHAPED PORTION OF LOT 10 AND THE WEST 28 FEET OF LOT 9 (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. PARTIALY QUITCLAMED AS RECORDED IN DECEMBER 3, 1980 IN BOOK 13859, PAGE 1261 OF OFFICIAL RECORDS. EASEMENT FOR DRIVEWAY PURPOSES AS RECORDED ON TRACT 9762 BOOK 442 PAGES 16 TO 19 OF MAPS (PLOTTED HEREON). GRANTED TO LAND OWNER AS AN EXCEPTION TO RELINQUISHED VEHICULAR ACCESS ON VALENCIA. A RIGHT OF WAY FOR PIPE LINES AND INCIDENTAL PURPOSES, FOR THE TRANSPORTATION OF WASTE WATER, INCLUDING, BUT NOT LIMITED TO, DEVICES CONTROLLING ELECTROLYSIS FOR USE IN CONNECTION WITH SAID PIPELINE, WITH THE RIGHT OF INGRESS AND EGRESS TO AND FROM THE SAME, OVER THOSE CERTAIN STRIPS OF LAND SHOWN AS EITHER "PROPOSED 15" EASEMENT FOR WASTE WATER PURPOSES" OR "PROPOSED 10' EASEMENT FOR WATER PURPOSES" AFECTED SAID LOTS 16 AND 17 AND OTHER LAND IN SAID TRACT NO. 8600, UPON THE TERMS, PROVISIONS, CONVENANTS AND CONDITIONS THEREIN CONTAINED, RECORDED DECEMBER 19, 1979 IN BOOK 13440 PAGE 166 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO UNION OIL COMPANY OF CALIFORNIA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 8600, RECORDING IN BOOK 453, PAGE 41, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 9762, RECORDING IN BOOK 442, PAGE 16, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1811, OFFICIAL RECORDS. (BLANKET IN NATURE). THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1864, OFFICIAL RECORDS. (BLANKET IN NATURE). EASEMENT FOR SANITARY SEWER AND STORM DRAIN SYSTEMS RECORDED IN BOOK 13837 PAGE 71 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED FEBRUARY 18, 1982 AS INSTRUMENT NO. 82-57089, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR ELECTRIC LINES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED AUGUST 20, 1982 AS INSTRUMENT NO. 82-293202, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR TRAFFIC SIGNAL PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 82-460106, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR STREETS, HIGHWAYS, SEWER, STORM DRAIN, PUBLIC UTILITIES AND CABLE TELEVISION PURPOSES OVER, UNDER, ALONG, ACROSS AND THROUGH AND INCIDENTAL PURPOSES, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 1982-460107, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. MATTERS CONTAINED IN DOCUMENT ENTITLED "MEMORANDUM OF OPTION LEASE" RECORDED JULY 10, 1987 AS INSTRUMENT NO. 87-394278 OF OFFICIAL RECORDS, EXECUTED BY PACIFIC SOUTHWEST REALTY COMPANY, A DELAWARE CORPORATION (LANDLORD) AND HUGHES COMMUNICATIONS CARRIER SERVICES, INC., A CALIFORNIA CORPORATION (TENANT) (NOT A SURVEY MATTER). AN UNRECORDED LEASE RECORDED JUNE 26, 1997 AS INSTRUMENT NO. 1997-296702, OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UNDERGROUND COMMUNICATION FACILITIES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED JULY 10, 2000 AS INSTRUMENT NO. 2000-360446, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO PACIFIC BELL TELEPHONE COMPANY. EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES, RECORDED AUGUST 4, 2017 AS INSTRUMENT NO. 2017000321262, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, GENDER, GENDER IDENTITY, GENDER EXPRESSION, SEXUAL ORIENTATION, MARITAL STATUS, NATIONAL ORIGIN, ANCESTRY, FAMILIAL STATUS, SOURCE OF INCOME, DISABILITY, VETERAN OR MILITARY STATUS, GENETIC INFORMATION, MEDICAL CONDITION, CITIZENSHIP, PRIMARY LANGUAGE, AND IMMIGRATION STATUS, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING IN BOOK 13161, PAGE 595, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR WASTE WATER AND STORM DRAIN, SEWER, DRIVEWAY AND RIGHTS INCIDENTAL PURPOSES RECORDED ON TRACT 8600 BOOK 453, PAGES 41 TO 45 OF MAPS (PLOTTED HEREON AND GRANTED TO THE CITY OF BREA). COVENANT AND AGREEMENT EXECUTED BY PACIFIC SOUTHWEST REALITY COMPANY AND CITY OF BREA, RECORDED MAY 9, 1980 IN BOOK 13603, PAGE 1107 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 13654, PAGE 1074 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 14237, PAGE 66 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "ASSIGNMENT AND ASSUMPTION OF OPTION AGREEMENT" EXECUTED BY CRE BREA VALENCIA OPTION, LLC A DELAWARE LIMITED LIABILITY COMPANY AND AMAZON.COM SERVICES, A DELAWARE LIMITED LIABILITY COMPANY RECORDED OCTOBER 15, 2021 AS INSTRUMENT NO. 2021000634380, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING (NOT A SURVEY MATTER). ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY PUBLIC RECORDS (NOT A SURVEY MATTER). ANY EASEMENTS NOT DISCLOSED BY THE PUBLIC RECORDS AS TO MATTERS AFFECTING TITLE TO REAL PROPERTY, WHETHER OR NOT SAID EASEMENTS ARE VISIBLE AND APPARENT (NOT A SURVEY MATTER). MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/NSPS LAND TITLE SURVEY OF SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF (NOT A SURVEY MATTER). SCHEDULE B ITEMS - EASEMENT NOTES

WA WA WA

CARPOOL ONLY

EV EV CAPABLE

EV CAPABLE

EV CAPABLE EV EV EV EV EV EV

EV EV EV EV EV EV EV EV EV
EV EV

EV CAPABLE

EV CAPABLE
EV
H2O
H2O H2O H2O SD SS SD
(400)
NASA STREET LOT 17 LOT 18 LOT 5 LOT 16LOT 11 LOT 15 T.R. 8600 M.B. 453/41-45 T.R. 9762 M.B. 442/16-19 A.P.N. 320-233-17
A.P.N. 320-301-12

PARCEL A
(PER TITLE REPORT) STORM DRAIN M11 SANITARY SEWER
VALENCIA AVENUE 40' DRIVEWAY GASGAS 14' DRIVEWAY
R
400
410
420
402
404
404 404
406
408
412
414
416
418
R (397.6) RIM
(387.4) INV IN(387.3) INV OUT
(397.1) RIM(389.9) INV IN(389.8) INV OUT
(401.4) RIM(393.0) INV IN(392.9) INV OUT
8" SS, L=260.3', S=0.021 8" SS, L=311.2', S=0.016 (412.4) RIM (398.3) INV IN (398.2) INV OUT (410.9) RIM (400.9±) INV IN (410.8) RIM (399.7) INV IN (399.5) INV OUT 412.0 RIM (397.7) INV (401.6) RIM(393.7) INV
10" SS,
L=294.5', S=0.021 (420.8) INV IN (420.7) INV OUT (426.3) RIM (406.8) INV IN (406.7) INV OUT (415.4) RIM (405.3) INV 36" SS, L=547.5', S=0.028 (413.1) RIM (403.8) INV IN (403.9) INV OUT 10" VCP (E) R/W ZONE MU-1
(SEE ZONING
NOTE HEREON) 413.8 RIM (402.6) INV IN (402.4) INV OUT 414.0 RIM (406.9) INV IN (406.8) INV OUT WASTEWATER
(426)
(400)
(410)
(402)
(404)
(406)
(408)
(412)
(414)
(416)
(398)
(398)
(402)
(404)
(406)
(406)
(406) 26 26 26 26
(410)
(420)
(408)
(412)
(414)
(416)
(418)
(422)
(424) 26 M.B. 442/16-19 TR 9762 A.P.N. 320-233-02 3233 ENTERPRISE ST BREA, CA 92821 ZONE M-1 1.36 ACRES (NOT A PART) TR 8600 MM 453/41-45 A.P.N. 320-303-11 ZONE M-1 1.50 ACRES (NOT A PART) PMB 153/9 PM 80-1113 A.P.N. 320-233-01 3900 ENTERPRISE ST BREA, CA 92821 ZONE M-1 6.05 ACRES (NOT A PART) TR 8600 MM 453/41-45 A.P.N. 320-303-04 ZONE M-1 15.30 ACRES (NOT A PART) TR NO. 17150 ZONE MU-II (E) RESIDENTIAL DEVELOPMENT (NOT A PART) STORM DRAIN 410
420
406
408
412
414
416
418
3 9 25 20 28 28 29 18
2 25 29
8 10
8 2 17 18 12 24 LLR 18 LLR LLR LLR LLR LLR LLR LLR LLR
G
H
9 A.P.N. 320-301-11
K
S 24
D
C
B
C
D
C
D
B
A
O
H
A
A
F
I
U11
L W
L
W
L
U29
T
L U
A
L C
D
L V
V
W 18
U
X
F
F
C
L12
Q

Q FF FF
P
P
B
F
W
U
U
S
B
W
B
E
Y13
A
U
T
B
W
9 E
L
W 17 18
F
W
W
M
M
M
M
N

M AA AA BB CC CC
Z
Z
C 11
B 11 420.2 TG 417.7 INV
(21")
(18")
(18")
(24")
(21")
(21")
(30")
(54")
(24")
15"SD,
L=165.5', S=0.009 18"SD, L=72.0', S=0.008 15"SD, L=172.2', S=0.03515"SD, L=37.8', S=0.080 12"SD, L=73.0', S=0.020 6"SD, L=7.4', S=0.176 10"SD, L=37.5', S=0.051 15"SD, L=79.0', S=0.020 21"SD, L=24.4', S=0.012 6"SD, L=1.7', S=1.471 6"SD, L=16.5', S=0.152 6"SD, L=29.9', S=0.020 10"SD, L=191.9', S=0.044 10"SD, L=172.2', S=0.043 10"SD, L=17.8', S=0.157 15"SD, L=95.0', S=0.075 18"SD, L=158.0', S=0.020 15"SD, L=34.6', S=0.012 21"SD, L=84.8', S=0.008 6"SD, L=6.3', S=0.250 24"SD, L=209.8', S=0.008 6"SD, L=6.4', S=0.453 6"SD, L=39.7', S=0.015 12"SD, L=47.3', S=0.036 S=0.005 48"SD, L=569.8', (S=0.018) 48"SD, L=569.8', (S=0.018) 48"SD, L=223.2', (S=0.005) 48"SD, L=457.1', (S=0.007) (18"SD) 27"SD, L=24.3', S=0.01 27"SD, L=67.4', S=0.015 27"SD, L=48.7', S=0.010 8"SD, L=24.3', S=0.01 8"SD, L=21.6', S=0.014 410
406
408
412
414 416
416 416 BB
I 27"SD, L=24.0', S=0.025 27"SD, L=7.5', S=0.080
L 27"SD, L=8.6', S=0.013 (E) 3-STORY OFFICE BUILDING TO BE REMOVED. 232,752 SF GROUND FLOOR AREA 18"SD, L=49.4', S=0.091
R
R
L TYP GG TYP GG 42.6' WIDE 51.2' WIDE 32' WIDE 14' WIDE HH HH HH HH II 8"FW 6"SS 6"SS 8"FW 2"W 2"W (IRR) 48"SD, L=50.3', (S=0.005) 10"SD, L=38.4', S=0.042 21"SD, L=76.0', S=0.007 6"SD, L=54.4', S=0.020 8"SD, L=222.9', S=0.020 24"SD, L=11.3', S=0.008 I 10"SD,
L=172.2', S=0.037
0 SCALE: 1" = 30 60 120 60'

SIONAL ENGINEER
ST

C I V I L
A TE
OF C
A LIFOR NIA No. 72588
LUCAS
A. CORSB IE 07/26/2024 LEGEND(5280) LLR
R RIGHT OF WAY EASEMENT CENTERLINE CURB & GUTTER TREE (VARIOUS) CONTOUR ELECTRIC NATURAL GAS SANITARY STORM DRAIN TELEPHONE WATER LINE DOMESTIC WATER FIRE WATER TREELINE LOT LINE LOT LINE TO BE REMOVED EASEMENT TO BE QUITCLAIMED EXISTING PROPOSED SLOPE MONUMENT (5280) ZONING NOTE THE CITY OF BREA HAS PROCESSED A GENERAL PLAN AMENDMENT WHICH REZONES THE SOUTHERLY 7.4 ACRES OF THE PROJECT SITE TO A MIXED USED II (MU-II) DESIGNATION. THE NORTHERLY 24.2 ACRES REMAINS AS LIGHT INDUSTRIAL (M-1) DESIGNATION.

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE
DJT4

VVESTING TENTATIVE PARCEL MAP
275 VALENCIA AVENUE
BREA, CA 92823
UTILITY PLAN IRV21-5032 N. RAMOS F. GARCIA 07/26/24 0505 05 01-05-2023 PLANNING RESUBMITTAL
08-11-2023 PLANNING RESUBMITTAL
01-10-2024 PLANNING RESUBMITTAL
04-05-2024 PLANNING RESUBMITTAL
06-25-2024 PLANNING RESUBMITTAL
07-26-2024 PLANNING RESUBMITTAL
NOT FOR CONSTRUCTION07/26/24 SEE SHEET 02 MATCHLINE OVERLAND RELEASE (>25YR STORM) PLAN NOTES (E) STORM CATCH BASIN (E) STORM MANHOLE (E) SEWER MANHOLE (E) SANITARY SEWER (E) STORM DRAIN (E) WATER MAIN (E) WASTEWATER TRANSMISSION LINE (E) GAS MAIN (N) STORMWATER UNDERGROUND DETENTION (CLOSED) (N) PROPRIETARY BIOFILTRATION UNIT (N) STORMWATER INFILTRATION DRY WELL (E) LIGHT POLE STRUCTURE (E) CURB & GUTTER (N) CURB & GUTTER (N) SEWER MANHOLE (E) DRIVEWAY APPROACH TO BE REMOVED (E) DRIVEWAY APPROACH TO BE MODIFIED (N) LINE OF SIGHT (E) TRAFFIC SIGNAL TO BE MODIFIED TO ELIMINATE WESTBOUND LEG OF INTERSECTION (E) COMMUNICATIONS STRUCTURE (E) ELECTRICAL STRUCTURE (E) TRAFFIC SIGNAL STRUCTURE (E) WATER STRUCTURE (E) CORNER ADA RAMP TO BE MODIFIED (E) BUS STOP TO BE MODIFIED (N) WATER SERVICE CONNECTION (N) SANITARY SEWER (N) STORM DRAIN (N) NEW FIRE WATER LOOP (N) STORM CATCH BASIN (N) STORM MANHOLE ABC
D
E
FG
H
IJK
LM
NO
PQ
R
S
TU
VWXY
ZAABBCCDDEE PEDESTRIAN PATH OF TRAVEL WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS (NOT A SURVEY MATTER). THE RIGHT AND PRIVILEGE TO LAY, CONSTRUCT, MAINTAIN, OPERATE, REPAIR, RENEW AND REMOVE ONE WELDED STEEL PIPE LINE RECORDED AUGUST 14, 1948 IN BOOK 1686, PAGE 527 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENT FOR DRAINAGE AND STORM WATER CHANNEL PURPOSES RECORDED IN BOOK 2755, PAGE 502 OF OFFICIAL RECORDS QUITCLAIMED PER DOC NO 46581 RECORDED DECEMBER 29, 1980 IN BOOK 13893, PAGE 1392). GRANTED TO ORANGE COUNTY FLOOD CONTROL DISTRICT. EASEMENT FOR WATER PIPE LINES RECORDED MAY 21, 1958 IN BOOK 4291, PAGE 400 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO METROPOLITAIN WATER DISTRICT. COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN BOOK 7868, PAGE 323; IN BOOK 7868, PAGE 346 AND OCTOBER 31, 1978 IN BOOK 12903, PAGE 897 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR ELECTRIC LINES RECORDED IN BOOK 13123 PAGE 1101 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UNDERGROUND COMMUNICATION SYSTEMS RECORDED IN BOOK 13130, PAGE 1968 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. EASEMENT FOR INGRESS AND EGRESS FOR MAINTENANCE OF PIPE LINE RECORDED IN BOOK 13162, PAGE 1245 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO CALIFORNIA GAS COMPANY. EASEMENTS FOR STORM DRAIN AND SANITARY SEWER AND INCIDENTAL PURPOSES, AS SHOWN ON THE MAPS OF SAID TRACT NO. 8600 IN BOOK 453, PAGE 41, OF MAPS AND TRACT NO. 9762 IN BOOK 442, PAGE 16, OF MAPS AND AS DEDICATED TO THE CITY OF BREA BY ENDORSEMENT ON SAID MAPS, OVER THE FOLLOWING DESCRIBED PORTIONS OF SAID LAND: STORM DRAIN EASEMENTS: AN 18.00 FOOT-WIDE STRIP OF LAND OVER THE NORTHERLY PORTION OF LOTS 16 AND 17 OF SAID TRACT NO. 8600, (AND AS SHOWN ON LOT A OF TRACT NO. 9762). SANITARY SEWER EASEMENTS: OVER THE WESTERLY 12.00 FEET OF LOT 15 AND OVER A PORTION OF SAID LOT 16 OF TRACT NO. 8600. SANITARY SEWER AND STORM DRAIN EASEMENTS: OVER AN IRREGULAR-SHAPED PORTION OF LOT 10 AND THE WEST 28 FEET OF LOT 9 (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. PARTIALY QUITCLAMED AS RECORDED IN DECEMBER 3, 1980 IN BOOK 13859, PAGE 1261 OF OFFICIAL RECORDS. EASEMENT FOR DRIVEWAY PURPOSES AS RECORDED ON TRACT 9762 BOOK 442 PAGES 16 TO 19 OF MAPS (PLOTTED HEREON). GRANTED TO LAND OWNER AS AN EXCEPTION TO RELINQUISHED VEHICULAR ACCESS ON VALENCIA. A RIGHT OF WAY FOR PIPE LINES AND INCIDENTAL PURPOSES, FOR THE TRANSPORTATION OF WASTE WATER, INCLUDING, BUT NOT LIMITED TO, DEVICES CONTROLLING ELECTROLYSIS FOR USE IN CONNECTION WITH SAID PIPELINE, WITH THE RIGHT OF INGRESS AND EGRESS TO AND FROM THE SAME, OVER THOSE CERTAIN STRIPS OF LAND SHOWN AS EITHER "PROPOSED 15" EASEMENT FOR WASTE WATER PURPOSES" OR "PROPOSED 10' EASEMENT FOR WATER PURPOSES" AFECTED SAID LOTS 16 AND 17 AND OTHER LAND IN SAID TRACT NO. 8600, UPON THE TERMS, PROVISIONS, CONVENANTS AND CONDITIONS THEREIN CONTAINED, RECORDED DECEMBER 19, 1979 IN BOOK 13440 PAGE 166 OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO UNION OIL COMPANY OF CALIFORNIA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 8600, RECORDING IN BOOK 453, PAGE 41, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING BEEN RELINQUISHED BY SAID TRACT 9762, RECORDING IN BOOK 442, PAGE 16, OF MAPS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1811, OFFICIAL RECORDS. (BLANKET IN NATURE). THE LAND DESCRIBED IS WITHIN THE BOUNDARIES OF THE BREA REDEVELOPMENT AREA, AS DISCLOSED BY AN INSTRUMENT RECORDED NOVEMBER, 6 1981 IN BOOK 14096 PAGE 1864, OFFICIAL RECORDS. (BLANKET IN NATURE). EASEMENT FOR SANITARY SEWER AND STORM DRAIN SYSTEMS RECORDED IN BOOK 13837 PAGE 71 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED FEBRUARY 18, 1982 AS INSTRUMENT NO. 82-57089, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR ELECTRIC LINES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED AUGUST 20, 1982 AS INSTRUMENT NO. 82-293202, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR TRAFFIC SIGNAL PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 82-460106, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. EASEMENT FOR STREETS, HIGHWAYS, SEWER, STORM DRAIN, PUBLIC UTILITIES AND CABLE TELEVISION PURPOSES OVER, UNDER, ALONG, ACROSS AND THROUGH AND INCIDENTAL PURPOSES, RECORDED DECEMBER 30, 1982 AS INSTRUMENT NO. 1982-460107, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE CITY OF BREA. MATTERS CONTAINED IN DOCUMENT ENTITLED "MEMORANDUM OF OPTION LEASE" RECORDED JULY 10, 1987 AS INSTRUMENT NO. 87-394278 OF OFFICIAL RECORDS, EXECUTED BY PACIFIC SOUTHWEST REALTY COMPANY, A DELAWARE CORPORATION (LANDLORD) AND HUGHES COMMUNICATIONS CARRIER SERVICES, INC., A CALIFORNIA CORPORATION (TENANT) (NOT A SURVEY MATTER). AN UNRECORDED LEASE RECORDED JUNE 26, 1997 AS INSTRUMENT NO. 1997-296702, OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UNDERGROUND COMMUNICATION FACILITIES PURPOSES AND RIGHTS INCIDENTAL THERETO, RECORDED JULY 10, 2000 AS INSTRUMENT NO. 2000-360446, OF OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO PACIFIC BELL TELEPHONE COMPANY. EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES, RECORDED AUGUST 4, 2017 AS INSTRUMENT NO. 2017000321262, OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, GENDER, GENDER IDENTITY, GENDER EXPRESSION, SEXUAL ORIENTATION, MARITAL STATUS, NATIONAL ORIGIN, ANCESTRY, FAMILIAL STATUS, SOURCE OF INCOME, DISABILITY, VETERAN OR MILITARY STATUS, GENETIC INFORMATION, MEDICAL CONDITION, CITIZENSHIP, PRIMARY LANGUAGE, AND IMMIGRATION STATUS, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING IN BOOK 13161, PAGE 595, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR WASTE WATER AND STORM DRAIN, SEWER, DRIVEWAY AND RIGHTS INCIDENTAL PURPOSES RECORDED ON TRACT 8600 BOOK 453, PAGES 41 TO 45 OF MAPS (PLOTTED HEREON AND GRANTED TO THE CITY OF BREA). COVENANT AND AGREEMENT EXECUTED BY PACIFIC SOUTHWEST REALITY COMPANY AND CITY OF BREA, RECORDED MAY 9, 1980 IN BOOK 13603, PAGE 1107 OF OFFICIAL RECORDS (NOT A SURVEY MATTER). EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 13654, PAGE 1074 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY. EASEMENT FOR UTILITIES AND RIGHTS INCIDENTAL PURPOSES RECORDED IN BOOK 14237, PAGE 66 OFFICIAL RECORDS (PLOTTED HEREON). GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "ASSIGNMENT AND ASSUMPTION OF OPTION AGREEMENT" EXECUTED BY CRE BREA VALENCIA OPTION, LLC A DELAWARE LIMITED LIABILITY COMPANY AND AMAZON.COM SERVICES, A DELAWARE LIMITED LIABILITY COMPANY RECORDED OCTOBER 15, 2021 AS INSTRUMENT NO. 2021000634380, OF OFFICIAL RECORDS (NOT A SURVEY MATTER). PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING (NOT A SURVEY MATTER). ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY PUBLIC RECORDS (NOT A SURVEY MATTER). ANY EASEMENTS NOT DISCLOSED BY THE PUBLIC RECORDS AS TO MATTERS AFFECTING TITLE TO REAL PROPERTY, WHETHER OR NOT SAID EASEMENTS ARE VISIBLE AND APPARENT (NOT A SURVEY MATTER). MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/NSPS LAND TITLE SURVEY OF SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF (NOT A SURVEY MATTER). SCHEDULE B ITEMS - EASEMENT NOTES -1-
APPROVALS REQUESTED AND PROJECT DESCRIPTION FOR 275 VALENCIA AVENUE, BREA, CA 92823
I. Approvals Requested
Amazon.com Services LLC (the "Applicant" or "Amazon") is the owner of the property located at 275 Valencia Avenue (the "Site") in the City of Brea ("City") located on Assessor Parcel Numbers ("APN") 320- 233-17, 320-301-11, and 320-301-12. The approximately 31.6-acre (1,376,504 square feet ["sf"]) Site is currently occupied by an existing three-story (60 feet) office building containing approximately 637,503 sf of floor area and a 1,949-stall surface parking lot ("Existing Office"), with vehicular access from Valencia Avenue to the east and Surveyor Avenue to the west.
a. Plan Review for development in the M-1 and MU-II zones pursuant to City of Brea City Code ("BCC") Section 20.408.040;
b. Vesting Tentative Parcel Map No 2022-193 for a proposed subdivision on the Site pursuant to BCC Section 18.36;
c. Other discretionary and ministerial permits and approvals that may be deemed necessary, including, but not limited to, temporary street closure permits, grading permits, excavation permits, foundation permits, building permits, sign permits, and tree removal permits.

II. Project Description
a. Project Terminology
For clarity, the following operational terminology is used throughout this project description. • Associates: Delivery station employees who are responsible for receiving and preparing customer packages for delivery by DSP and Flex drivers.
• Delivery Service Partner (DSP) Drivers: Drivers who are responsible for delivering customer packages in Amazon-branded vans.
• Flex Drivers: Private carriers who are responsible for delivering customer packages. These drivers use their personal vehicles for delivery.
• Line Haul Trucks: 18-wheeler freight trucks that transport customer packages between first, middle, and last-mile facilities.

These facilities store inventory that is packaged and shipped when an order is placed on Amazon.com. Packages are shipped to either a middle-mile or last-mile facility. • Middle-Mile Facility: Sort centers (~500k SF) that receive packages from a first-mile facility for geographic sorting and transporting to a last-mile facility. • Last-Mile Facility: Delivery stations (~150-200 SF) that receive packages from either a first-mile or middle-mile facility for final sorting and delivery to customers. b. Project Summary
The Applicant proposesthe demolition of the Existing Office, and development of a new 181,500 sf,singleATTACHMENT I -2-
story (50’-4”) parcel delivery facility at the Site (the "Project"). The Project is comprised of approximately 163,350 sf of warehouse space where packages would be delivered by line haul trucks, sorted, loaded onto delivery vans, and delivered to their final destinations. An additional 18,150 sf would be used for accessory office and amenity space for employees of the facility. The Project would include onsite employee and delivery van parking stalls.

The Project would include predetermined circulation patterns that would separate circulation paths for trucks, delivery vans, and Associate vehicles. The truck circulation would begin on the west side of the Site, utilizing the ingress/egress on Surveyor Avenue, and wrap around to the west end of the proposed building where the truck parking is located. The truck area would have a dedicated turning area and would not cross pathways with the Associate or delivery van circulation. Truck traffic would exit the Project Site and travel south onto Surveyor Avenue, east onto Nasa Street, and south onto Valencia Avenue; 40 percent of the trucks from Valencia Avenue would travel east onto Imperial Highway, while 60 percent would travel west onto Imperial Highway.

More operational details are provided in Section “f” of this Project Description.

The northern approximately 24.2-acre portion of the Site is zoned Light Industrial (M-1), and the southern approximately 7.4-acre portion of the Site is zoned Mixed-Use II (MU-II). Per the City of Brea City Code (BCC), M-1 zoning permits an array of light industrial uses, including warehouse and storage, and MU-II zoning permits a mix of commercial, residential, and parking uses. Both M-1 and MU-II zones permit a maximum height of 60 feet. Warehouse and storage uses are the most similar uses to parcel delivery providedforinthe BCC, andhave been deemed to be consistent in the property’s Zoning Verification Letter provided to Applicant dated September 14, 2021 (attached hereto as Exhibit A). Set forth and shown in Table 1 below, the Project complies with all applicable M-1 and MU-II development standards. Note that the portion of the Site designated as the MU-II zone will be utilized for parking and site circulation only.

No new structures will be developed within the MU-II zone. -3-
Table 1 – M-1 Zone Development Standards
Development Standard Required/Permitted Proposed
Lot Area Minimum 6,000 sf Approx. 24.2 acres
Lot Coverage Maximum 50% 19.3%
Building Height Maximum 60 feet 50’-4” (includes architectural projection)
Floor Area Ratio (FAR) 0.75:1 Approx. 0.14:1
Setbacks Front Yard (Valencia): 50 feet
Side Yard (Nasa): 10 feet
Side Yard (interior): 0 feet
Rear Yard (Surveyor): 10 feet
Front Yard (Valencia): 60 feet
Side Yard (Nasa): 689 feet
Side Yard (interior): 210 feet
Rear Yard (Surveyor): 152 feet
Parking 236 stalls 761 stalls
Table 2 – MU-II Zone Development Standards
Development Standard Required/Permitted Proposed
Lot Area Minimum 20,000 sf Approx. 7.4 acres
Lot Coverage Maximum 0%
Building Height Maximum 60 feet 0
Floor Area Ratio (FAR) 2.0:1 0
Setbacks Front Yard (Valencia): None
Side Yard (Nasa): 10 feet
Side Yard (interior): 0 feet
Rear Yard (Surveyor): 10 feet
Front Yard (Valencia): 0 feet
Side Yard (Nasa): 0 feet
Side Yard (interior): 0 feet
Rear Yard (Surveyor): 0 feet
Parking 0 stalls 304 stalls
c. Project Location
The Site is bounded by Valencia Avenue (Primary Arterial) to the east, Nasa Street (Local Street) to the south, Surveyor Avenue (Local Street) to the west, and adjacent industrial and office uses to the north.

Primary regional access to the Site is provided via Imperial Highway (State Route 90), located approximately 0.2 miles to the south of the Site, and Carbon Canyon Road (State Route 142), located approximately 0.4 miles to the north of the Site. Local vehicular access is provided via Valencia Avenue, Nasa Street, Surveyor Avenue, E. Birch Street, and Enterprise Street. d. Existing Conditions
The approximately 31.6-acre Site is currently occupied by an existing three-story (60-foot) office building containing approximately 637,503 sf of floor area and a 1,949-stall surface parking lot, with vehicular access from Valencia Avenue to the east and Surveyor Avenue to the west. The existing office building is surrounded by paved surfaces, trees, shrubs, and ornamental landscaping. There are approximately 582 trees within the parking area and along the perimeter of the Project Site. The Site includes manicured lawns with trees, shrubs, and other landscaping. Vehicular access to the Site is provided by four curb-cuts along Valencia Avenue, one curb-cut on Nasa Street, and two curb-cuts on Surveyor Avenue. Pedestrian access to the Site is generally provided at the intersection of Valencia Avenue and La Entrada. -4-
e. Surrounding Land Uses
The Site is bounded by Valencia Avenue to the east, Nasa Street to the south, Surveyor Avenue to the west, and adjacent industrial and office uses to the north. Surrounding uses in the vicinity of the Site include existing light industrial, office, and surface parking uses to the west, south, and north. To the east, across Valencia Avenue, is La Floresta, a master-planned community comprised of single and multi-family residential uses. Further to the south-southeast of the Site is a commercial center with a mix of retail and restaurant uses.
f. Anticipated Operations
The Applicant focuses on being the most customer-centric company in the world. Amazon Logistics specializes in delivery of customer orders from delivery stations, which power the last mile of the customer order process and help speed up deliveries for customers. Amazon's growth in Orange County is the result of an outstanding workforce, strong local support, and incredible customers. Associate employees and customers in this region are also community members, and Amazon wants to ensure they are good neighbors.

Operations
Delivery stations power the last mile of the order fulfillment process and help speed up deliveries for customers. Packages are transported to delivery stations via line haul trucks (18 wheelers) from neighboring Amazon fulfillment and sortation centers, and are sorted, picked, and loaded onto delivery vehicles.

The proposed facility would absorb the service areas that are currently covered by five existing delivery stations in order to reduce the distance traveled by delivery vans. Most delivery trips are within 10 to 20 miles of the delivery stations. The Project would operate 24 hours per day, 7 days per week to support delivery of packages to customer locations. The Applicant anticipates a maximum of 31 line haul trucks delivering packages to the Site each day, primarily between the hours of 10:00 PM to 8:00 AM The packages are removed from the line haul trucks, sorted by delivery routes, placed onto movable racks, and staged for dispatch. Delivery Service Partner (DSP) Drivers and Amazon Flex Drivers would work shifts between the hours of approximately 9:20 AM and 9:50 PM to deliver customer packages. Amazon Associates and managers would be assigned shiftsto support and supervise delivery operations. Employee shifts and departure windows for delivery drivers are designed to alleviate impacts during rush hour periods.

Table 3 - Typical Daily Shift Schedule
Shift Hours Employee Count
1st Shift 1:20 a.m. – 1:50 p.m. 159
2nd Shift 9:00 a.m. – 7:30 p.m. 48
3rd Shift 2:00 p.m. – 6:00 p.m. 19
4th Shift 4:00 p.m. – 10:30 p.m. 5
Note: The facility will also utilize 345 DSP and 97 Amazon Flex Drivers. While not assigned to a specific shift, work of DSP Drivers and Flex Drivers can occur from 9:20 AM to 9:50 PM Source: Amazon.com Services LLC
The Delivery Service Partner (“DSP”) Drivers will arrive at the delivery station at 9:20 AM. Extra parking spaces (“buffer stalls”) have been provided within the van fleet parking areas for DSP Drivers’ personal -5-
vehicles. The first wave of DSP Drivers park in buffer stalls, transfer to a DSP delivery van, and begin the dispatch process. The next wave of DSP Drivers then parks their cars in the emptied van stalls and begin the dispatch process, and so on for each wave. Starting at 9:50 AM and ending at 11:10 AM, 345 delivery vans will load and depart from the delivery station at a rate of 90 vans every 20 minutes to facilitate a regulated traffic flow into the surrounding area, meaning the first wave of delivery vans leavesthe station at 10:10 AM. The departure window is designed to alleviate impacts during rush hour periods.

Approximately 8-10 hours after dispatch, delivery routes are completed, and the delivery vans return to the station between 8:10 PM and 9:50 PM. The drivers park the delivery vans onsite, and leave using a personal vehicle or public transport.

The Applicant will also use Amazon Flex Drivers to deliver packages from this location. Amazon Flex works in concert with an advanced logistics systems and technology that Amazon has been building since day one. Amazon anticipates approximately 97 traditional passenger vehicles entering the facility, staggered between 4:30 PM and 6:00 PM. Flex vehicles will load and depart every 15 minutes. Flex Drivers do not return to the Site after completing their deliveries.

Amazon Associates will work in the delivery station to support Flex Drivers, as well as DSP Drivers as they return to the station. After the check-out and release of all delivery vehicles by 9:40 PM, delivery station Associates prepare the delivery station for the next day’s packages.

Employment
The Applicant anticipates that on a daily basis there would be a total of 231 Associates, managers, and dispatchers who work within the proposed facility; 345 DSP Drivers; and 97 Flex Drivers. In order to fulfill the need for this many workers on a daily basis, the Applicant anticipates that approximately 800 workers would be hired at the proposed facility; however the total daily workers onsite would not exceed 673 workers.
g. Parking/Loading/Circulation
Required parking under the BCC for warehouse and storage uses is 1 space per 1,000 sf of floor area.

Required parking for office uses is 1 space per 250 sf of floor area. While the office use is ancillary to the primary parcel delivery facility, it is included in the parking count for conservative purposes. As such, the proposed 163,350 square feet of warehouse and storage space would require 163 spaces, and the 18,150 square feet on ancillary office uses would require 73 spaces for a Project total of 236 vehicle parking spaces.

Total proposed parking onsite would consist of approximately 1,065 vehicle parking spaces. The parking includes 304 automobile parking spaces (inclusive of 8 American with Disabilities Act (ADA) accessible spaces), 757 delivery van spaces, and 4 trailer parking spaces. Therefore, the Project is compliant with BCC parking requirements.

Parking is currently divided into two primary designations. The first designation is automobile (Associate) parking; spaces within this area are designated for Amazon staff who will work within the facility. The second designation is delivery van parking; spaces within this area are designated for delivery vans and van drivers’ personal vehicles.

Designated van fleet parking would be located to the north and south of the delivery station building, and Associate employee parking would be located to the south of the building along Nasa Street. A total of 345 delivery vans will be parked onsite overnight.

Furthermore, the proposed Project would provide 13 Utility Tractor Rig (UTR) loading spaces and 180 ancillary van loading/staging spaces. Line haul trucks will unhitch their trailers upon arrival at the facility either at the UTR loading spaces or the 4 designated trailer parking spaces, and depart soon thereafter; no line haul trucks are expected to be parked overnight. Van loading and queuing areas would be located on the west and east sides of the delivery station building. A detailed breakdown of project parking is included in Table 4 below. -6-
Table 4 - Project Parking
Type Number of Spaces
Required
Number of Spaces
Provided
Parking
Automobile - 304
Delivery Van - 757a
Truck Trailer - 4
Total Parking 236 1,065
Notes
a Total delivery van parking spaces provided to accommodate operational overlap between delivery vans and employee vehicles.
h. Sustainability Features
The Project will comply with the 2022 California Green Building Standards Code, which was adopted by reference by the City of Brea per BCC Section 15.24.010, and would provide sustainability features such as energy efficient appliances and lighting, a solar-ready roof, electric vehicle (EV) charging stations, EV readiness, and low-flow water fixtures. Approximately 18 Associate vehicle parking spaces would have electrical charging stations installed at Project completion. In addition, 46 Associate vehicle parking spaces would have conduit installed to accommodate the future installation of electrical charging stations for electrical passenger vehicles. Further, some delivery van spaces and the 4 trailer spaces would have conduit run to stalls to accommodate the addition of future charging stations. These EV charging stations would be served by a separate electrical service, and the electricity would be managed by a load management software to help reduce the amount of electrical consumption associated with the vehicle charging. The Project would be consistent with the City's EV parking requirements. The Project will also comply with the City’s water efficient landscape requirements and would provide drought tolerant landscaping and water-efficient irrigation via a drip irrigation system, utilizing a smart controller to moderate water use.
i. Landscaping
The BCC includes landscape requirements and standards, including those for setback buffers and tree planting. The BCC requires a landscape setback buffer in the front yard of 20 feet, perimeter side yard of 8 feet, interior side yard of 5 feet, and rear yard of 8 feet. In accordance with such standards, the Project would meet or exceed the required landscape buffers.

The BCC also requires tree planting for parking lot trees (1 tree per 5 stalls), perimeter trees interior to the property line (1 tree per 25 linear feet), and perimeter trees abutting streets(1 tree per 30 linear feet).

Thus, the Project would be required to provide a minimum of 214 parking lot trees, 52 perimeter interior trees, and 133 perimeter street-abutting trees. The Project would exceed such requirements by providing 355 parking lot trees, 90 perimeter interior trees, and 395 perimeter street abutting trees. The Project would provide approximately 323,744 square feet of landscaping, including perimeter landscaping and maintained landscaped areas throughout the Site. In addition, 27 existing mature London Plane trees will be retained on the Project Site. All other trees will be removed and replaced as part of the Project, in order to provide adequate screening and a pedestrian sidewalk along the street frontage linking to La Floresta. -7-
Replacement tree planting will be consistent with BCC M-1 Development Standards.

The Project would also include improvements to the Tracks at Brea, a localized portion of the regional Orange County (OC) Loop trail network adjacent to the Site. Currently, the existing trail ends near the northwest corner of the Site and resumes further down Valencia Avenue away from the Site. The Project would improve the bike and walkway path to connect a portion of the existing gap in the trail loop. A related project for a proposed light industrial, warehouse building located at 3200 Nasa Street on the northwest corner of Nasa Street and Surveyor Avenue, will be extending The Tracks along the Surveyor Avenue frontage. The Project would improve the bike and walkway path by extending The Tracks along the Nasa Street frontage to the intersection of Valencia Avenue and Nasa Street. j. Lighting and Signage
The Project would provide lighting onsite in compliance with the BCC and other applicable regulations.

Security lighting would be provided at all times for the safety of employees and van drivers. Monument identification signs would be provided at all employee and truck entrances and, along with additional freestanding signage, would provide directional wayfinding for any visitors. Building wall signage would also be provided for business identification. Additionally, freestanding pole lighting will be provided to illuminate the Tracks at Brea connection adjacent to the site. All proposed signage will be compliant with the BCC and submitted for City review and approval during the plan check process. k. Site Security
The Project would include various security measures to ensure the safety and security of employees and the property 24-hours a day. These features would include exterior/interior cameras, motion sensors, a building intrusion alarm, and an access control system that would require employees to utilize a badge at building entrances. In addition, the building, walkways, and entry points would be properly lit to increase the safety and visibility of the Site.
l. Anticipated Construction Schedule
Demolition of the existing buildings is planned to occur in two phases, as depicted in the preliminary demolition and construction management plan (attached hereto as Exhibit D). Existing concrete would be crushed onsite and stockpiled on the western portion of the Site for reuse during grading operations.

Truck hauling routes for construction, demolition, and disposal will exit toward Valencia Avenue and travel northbound to the Olinda Alpha Landfill. Truck hauling routes for steel and recycling materials will travel south on Valencia Avenue towards Imperial Highway and onto the I-57 freeway. It is anticipated that approximately 15 to 20 trips would occur per day for removal of construction waste and recycling materials.

As indicated on the exhibit, construction equipment, materials staging, and construction parking would be located at the southern portion of the Site. Construction would begin with site clearance and demolition of the existing buildings, followed by grading and excavation to a depth of approximately 21 feet below existing grade. It is estimated that approximately 25,680 cubic yards of soil would be exported from the Site during the grading and excavation phase. The building foundation would then be laid, followed by building construction, paving and concrete installation, and landscape planting. Project construction is anticipated to occur over a 24-month period and be completed in mid-2027. -8-
III. Findings
In connection with the approval of Vesting Tentative Parcel Map No. 2022-193, the Advisory Agency of the City of Brea, pursuant to Sections 66474.60, .61, and .63 of the State of California Government Code (the Subdivision Map Act), must make the prescribed findings.

1. The proposed map is consistent with applicable general and specific plans.

The proposed subdivision is an approximately 31.6-acre property located at 275 Valencia Avenue in the City of Brea. The Site is currently split-zoned Light Industrial (M-1) with a Light Industrial land use designation, and Mixed-Use II (MU-II) with a Mixed Used General Plan land use designation. The Site is not located within a specific plan area. The proposed parcel delivery facility and ancillary office uses are consistent with the General Plan.

The portion of the Site that includes the proposed structure will be entirely within the M-1 zone, and is consistent with the permissible uses in the zone. The southern portion of the Site is zoned MU-II, and will be utilized as a surface parking lot for the Project. The parking lot use is consistent with the permissible land uses and general plan designation in the MU-II zone.

The Projectsubstantially complies with the applicable regulations, findings, standards, and provisions of the General Plan.

2. The design and improvement of the proposed subdivision are consistent with applicable general and specific plans.

The design and improvement of the proposed subdivision are consistent with the General Plan. As discussed in the prior finding, the Project is consistent with the applicable goals, objectives, policies, regulations, and guidelines in the General Plan, and is not within a specific plan area. The balance of this finding sets forth additional details regarding the consistency of the Project with the applicable development regulations and design guidelines set forth in the Brea Municipal Code.

The City of Brea General Plan states the characteristics of a Light Industrial M-1 zoned property as:
“…low intensity and contained entirely within buildings. … processing, offices, light warehousing and storage…”
The proposed subdivision and Project are consistent with the characteristics of a land use in the Light Industrial zone. The portion of the Project in the M-1 zone is a parcel delivery facility, which is consistent with the General Plan land use designation.
• Policy CD-1.2: Maintain a land use structure that balances the provision of jobs and housing with available infrastructure and public and human services.

The proposed subdivision and Project maintain a land use structure balance by providing a use designated as a Light Industrial land use in a Light Industrialzone. The Project proposesthe demolition of an existing office building, and replaces it with a use that is consistent with the General Plan land use designation. The Project will also generate many employment opportunities, with approximately 800 workers anticipated to be hired at the facility. The City of Brea recently adopted an update to the Housing Element as a part of the General Plan update which includes a number of housing target -9-
goals to be met in the next several years. This is a continuation of Brea’s growth and improvement in infrastructure, which will help support a project such as the one proposed here by encouraging the provision of housing and other necessary infrastructure. Therefore, the Project helps the City in its policy objectives of maintaining land uses while balancing job creation. • Policy CD-1.4: Ensure that the City maintains a balance among residential, commercial, and industrial land uses.

The City of Brea’s General Plan ensures a balance of land uses by providing a number of land use designations in strategic areas around the city. The Site is located within an area designated as Light Industrial by the General Plan. The Project will replace an obsolete office land use with a light industrial use that is more consistent with the intention of the General Plan. This will help maintain the balance of land uses across the City by keeping industrial land uses within the specified boundaries of the General Plan.
• Policy CD-1.6: Accommodate a broad range of business uses that provide employment at all income levels and that make a positive contribution to the City’s tax base.

The proposed subdivision and Project will help broaden the range of business uses in the area that provide employment by replacing an obsolete office use with a light industrial use that provides a range of employment opportunities. The City will benefit from a land use that provides a number of job opportunities to the community and contributes to the tax base due to the variety of positions available.

3. The site is physically suitable for the proposed density of development.

The Site is physically suitable for the proposed density of development. The Project would be constructed on an infill site in a highly industrial area in the city. The Site is surrounded by a mix of commercial office and industrial land uses. The new delivery station building will be in the center of a large, relatively flat lot with a height that is consistent with the surrounding structures.

The Site is currently improved with a 3-story 637,503 square-foot office building on an approximately 1,376,504 square-foot lot. The current FAR on the Site is approximately 0.5:1. The proposed building has a maximum height of 50’-4” (not including architectural projections), and is 181,500 square feet with a proposed FAR of approximately 0.14:1. Furthermore, the Project includes 1,065 parking spaces and efficient vehicle circulation for personal vehicles, delivery vans, and line haul trucks. Therefore, the Site is physically suited for the proposed development.

4. The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.

The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage, or substantially and avoidably injure fish or wildlife or their habitat. The Site is currently improved with an existing three-story office building surrounded by office and light industrial land uses. The Site is located within a highly urbanized job center,surrounded by other light -10-
industrial urban uses, and thus does not exhibit potential as a wildlife habitat or corridor. No biological resources live onsite, nor does the Site provide a natural habitat for either fish or wildlife.

Nevertheless, in accordance with CEQA, the Applicant will analyze the Project’s potential environmental impacts on biological resources, and, to the extent the Project could cause substantial environmental impacts on fish or wildlife or their habitat, the City would adopt feasible mitigation and monitoring measures to reduce any impacts to less than significant. Therefore, the design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage, or substantially and avoidably injure fish or wildlife or their habitat.

5. The design of the subdivision and the proposed improvements are not likely to cause serious public health problems.

The design of the subdivision and the proposed improvements are not likely to cause serious public health problems as the Project will create an appropriately located development. The Project will provide a new 181,500 square-foot parcel delivery facility to serve the local community in place of an existing vacant and obsolete office building. The design of the subdivision will not hinder the public health of the community as it does not propose any changesto the exterior boundaries of the existing lot lines. Additionally, the Project would provide 355 parking lot trees, 90 perimeter interior trees, and 395 perimeter street abutting trees, a net increase in overall trees. The Project would provide approximately 323,744 square feet of landscaping, including perimeter landscaping and maintained landscaped areas throughout the Site. The Project would also include improvements to the Tracks at Brea, a localized portion of the regional Orange County (OC) Loop trail network adjacent to the Site.

Currently, the trail ends near the northwest corner of the Site and resumes further down Valencia Avenue away from the Site. The Project would improve the bicycle and pedestrian path to connect the existing gap in the trail loop. A related project for a proposed light industrial, warehouse building located at 3200 Nasa Street on the northwest corner of Nasa Street and Surveyor Avenue, will be extending The Tracks along the Surveyor Avenue frontage. The Project would improve the bike and walkway path by extending The Tracks along the Nasa Street frontage to the intersection of Valencia Avenue and Nasa Street. Therefore, the design of the subdivision and the proposed improvements are not likely to cause serious public health problems.

6. The design of the subdivision and the proposed improvements will not conflict with easements, acquired by the public at large, or access through or use of, property within the proposed subdivision.

The design of the proposed subdivision and proposed improvements will not conflict with easements acquired by the public at large, or access through or use of the Site. The Project does not contemplate the removal or rerouting of any public streets. The subdivision and improvements will also not impact any public easements. Vesting Tentative Parcel Map No. 2022-19 clearly indicates all existing easements, and provides an overlay of the proposed facility to demonstrate that access to the easements and any sanitary sewer or storm drains will not be affected.

The Vesting Tentative Parcel Map includes all other public utility, sanitary sewer, flood control, street trees, lighting, and communications easements, and describes the status of each easement as to whether it will remain, be merged by the final map, or quitclaimed, as appropriate. -11-
Therefore, the design of the subdivision and the proposed improvements will not conflict with easements, acquired by the public at large, or access through or use of, property within the proposed subdivision.

7. The design of the proposed subdivision will provide, to the extent feasible, for future passive or natural heating or cooling opportunities in the subdivision.

The design of the proposed subdivision will provide, to the extent feasible, for future passive or natural heating or cooling opportunities in the subdivision. The Project will include features such as, but not limited to, building materials, architectural features, and landscaping that will minimize glare and reflected heat, and will provide shade to reduce heat gain. The Project will comply with Title 24, Part 6 of the California Code of Regulation, which mandates many passive heating and cooling features, and focuses on promoting more energy-efficient buildings. In addition, the Project has been designed and will be constructed to incorporate environmentally sustainable building features and construction protocols required by the City of Brea Building Code and CALGreen. These standards will reduce energy and water usage, and waste generation, thereby reducing associated greenhouse gas emissions, and helping minimize the impact on natural resources and infrastructure.

Therefore, the design of the proposed subdivision will provide, to the extent feasible, for future passive or natural heating or cooling opportunities in the subdivision. -12-

EXHIBITS
Exhibit A – Property Zoning Verification Letter dated September 14, 2021 Exhibit B – Property Zoning Verification Letter dated September 23, 2022 Exhibit C – Property Zoning Verification Letter dated January 10, 2023 Exhibit D – Preliminary Construction and Demolition Management Plan

EXHIBIT A
Property Zoning Verification Letter dated September 14, 2021 September 14, 2021
Via email: [email protected]
Humberto Quintana
1603 Glenoaks Blvd
San Fernando, CA 91340
SUBJECT: Zoning Verification Letter: 275 Valencia Avenue Assessor Parcel Numbers (APN): 320-233-17, 320-301-11, and 320-301-12 ZVL-2021-00008

Dear Mr. Quintana,
The information provided below is in response to your Zoning Verification Letter request for the property located at 275 Valencia Avenue. Your request included information on zoning, special overlay zones, and previously approved planning entitlements.

General Plan
The subject property has a General Plan Land Use designation of Light Industrial, which is intended to accommodate industrial uses that are low intensity and contained entirely within buildings. Allowable uses include research and development, light manufacturing and processing, offices, light warehousing and storage, high-technology production, and related uses. Other uses determined to be compatible may also be allowed. The Light Industrial land use designation allows a maximum Floor Area Ratio (FAR) of 0.75.

Zoning Information
The zoning designation of the subject property is M-1 (Light Industrial Zone) Zone. The purpose of the M-1 Zone is to provide appropriately located areas for the establishment of industrial plants and related activities and to promote the concentration of such uses in a manner which will foster mutually beneficial relationships with each other, as well as with those areas of the city zoned for other development. The regulation of uses and standards of development set forth in the M-1 Zone are those deemed necessary to provide the proper environment for the efficient and desirable use of this type of industrial land, and to provide the proper safeguards to protect nearby residential, commercial, and public uses.

A list of allowed uses in the M-1 Zone are outlined in Section 20.252.020 of the Brea City Code (BCC), and is enclosed as Attachment A. A list of the property development standards for the M-1 Zone are outlined in Section 20.252.040 of the BCC, and is enclosed as Attachment B.

ZVL-2021-00008
275 Valencia Avenue
September 14, 2021

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Brea City CouncilAugust 19, 2025

Brea City Council
August 19, 2025