2026-09-29; City Council; 09; Rincon Roosevelt Mixed-Use (CT 2024-0008/SDP 2024-0022, DEV2023-0105) — Carlsbad City Council, September 29, 2026 (part 1 of 2)

9. RINCON ROOSEVELT MIXED-USE (CT 2024-0008/SDP 2024-0022, DEV2023-0105) – 1) Hold a public hearing; and
2) A doption of a resolution denying a Tentative Tract Map and Site Development Plan to demolish an existing eight-unit residential apartment building and commercial structures and construct a four -story mixed -use building consisting of 3,419 square feet of commercial space, 33 residential condominium units and 42 covered parking spaces on a 0.69 -acre property located at 2747 and 2775 Roosevelt Street in the northwest quadrant of the city, the Village & Barrio Master Plan area and Local Facilities Management Zone 1 (C ase Name:

Rincon Roosevelt; Case No.: CT 2024-0008/SDP 2024-0022 (DEV2023-0105)); or 3) A doption of a resolution approving a California Environmental Quality Act exemption determination and approving a Tentative Tract Map and Site Development Plan to demolish an existing eight-unit residential apartment building and commercial structures and construct a f our-story mixed -use building consisting of 3,419 square feet of commercial space, 33 residential condominium units and 42 covered parking spaces on a 0.69-acre property located at 2747 and 2775 Roosevelt Street in the northwest quadrant of the city, the Village & Barrio Master Plan area and Local Facilities Management Zone 1 (C ase Name: Rincon Roosevelt; Case No .: CT 2024 -0008/SDP 2024-0022 (DEV2023-0105)). (Staff contact: Shannon Harker, Community Services)
City Manager’s Recommendation: Take public input, close the public hearing, and adopt a resolution.

This item was withdrawn at the request of the applicant via letter dated Sept. 29, 2026.

CA Review CDS
Meeting Date: Sept. 29, 2026
To: Mayor and City Council
From: Geoff Patnoe, City Manager
Staff Contact: Shannon Harker, Senior Planner
[email protected], 442-339-2621
Subject: Rincon Roosevelt Mixed-Use
(CT 2024-0008/SDP 2024-0022, DEV2023-0105)
District: 1
Rec
ommended Action
1) Hold a public hearing; and
2) Adopt a resolution denying a Tentative Tract Map and Site Development Plan to demolish an existing eight-unit residential apartment building and commercial structures and construct a four-story mixed-use building consisting of 3,419 square feet of commercial space, 33 residential condominium units and 42 covered parking spaces on a 0.69-acre property located at 2747 and 2775 Roosevelt Street in the northwest quadrant of the city, the Village & Barrio Master Plan area and Local Facilities Management Zone 1; or 3) Adopt a resolution approving a California Environmental Quality Act exemption determination and approving a Tentative Tract Map and Site Development Plan to demolish an existing eight-unit residential apartment building and commercial structures and construct a four-story mixed-use building consisting of 3,419 square feet of commercial space, 33 residential condominium units and 42 covered parking spaces on a 0.69-acre property located at 2747 and 2775 Roosevelt Street in the northwest quadrant of the city, the Village & Barrio Master Plan area and Local Facilities Management Zone 1.

Executive Summary
A private development project, known as the Rincon Roosevelt, proposes to redevelop the properties at 2747 and 2775 Roosevelt Street, which currently contain a real estate office and an eight-unit apartment building. The 0.69-acre site would be redeveloped with a four-story, mixed- use building containing 33 condominium units, including five affordable housing units, 3,419 square feet of commercial space and 42 parking spaces within a gated garage.

In exchange for the construction of four lower income units, the applicant is requesting a 29% increase in residential density above the maximum density otherwise permitted under the Village & Barrio Master Plan, under California Density Bonus Law. To accommodate the increased density, the applicant is also requesting 11 waivers from applicable city development standards and objective design standards. Carlsbad's objective design standards are measurable, non- subjective building rules for multifamily housing and mixed-use developments designed to comply with state housing laws while preserving local community character.

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Following the Planning Commission’s recommendation on Feb. 18, 2026, that the City Council approve the project, city staff identified violations of certain state-mandated tenant protections by the property owner. Although the applicant has agreed to incorporate conditions intended to address these compliance issues, the Housing Crisis Act of 2019, specifically Government Code Section 66300.6(b), prohibits the city from approving the project unless the applicable tenant protection requirements have been satisfied.

Ultimately, the decision to approve, conditionally approve, or deny the Rincon Roosevelt project rests with the City Council. To facilitate the City Council’s consideration of the project and provide clear alternatives, staff have prepared two complete resolutions: one recommending approval of the project and one recommending denial. The project is before the City Council because the property is subject to the Village & Barrio Master Plan, which requires City Council review and approval of proposed structures exceeding 5,000 square feet or projects containing more than four dwelling units.

Explanation & Analysis
Project Site and Proposed Development
The project site consists of three parcels totaling approximately 0.69 acres on the west side of Roosevelt Street, just south of Beech Avenue. The site is currently developed with three structures, all of which are vacant: an eight-unit apartment building, a commercial office building with an associated accessory structure and a surface parking lot.

The site is surrounded by a mix of commercial and residential uses, including restaurants, commercial and professional offices and an auto repair shop. The United States Post Office is located on the north side of Roosevelt Street, across the steet from the site.

The developer is requesting Tentative Tract Map and Site Development Plan approvals to demolish existing structures and construct a four-story mixed-use development consisting of:
• 3,419 square feet of ground-floor commercial space, divided among three tenant spaces • 33 residential condominium units on the second, third and fourth floors, including five affordable housing units
• 42 parking spaces within an at-grade parking garage accessed from Roosevelt Street; four spaces would be designated for the commercial uses, with the remaining 38 spaces designated for the residential units
Density Bonus and Development Standard Waivers
Under the Village Center District of the Village & Barrio Master Plan, residential development is permitted at a density of 28 to 35 dwelling units per acre. Based on the site's 0.69-acre area, the maximum base density is 25 dwelling units. To construct the proposed 33 units, the developer is using the California Density Bonus Law to obtain a 29% density bonus, resulting in eight additional units and a proposed density of 47.8 dwelling units per acre. 1 1 Base density unit yields are calculated based on provisions in Carlsbad Municipal Code Chapter

21.53, under which dwelling units may be rounded up or down to the next whole number.

However, in the California Density Bonus Law, fractional units for base density and total density are rounded up to the next whole number.

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To qualify for the requested density bonus, the developer is designating at least 16% of the 25- unit base density, or four units, as affordable to low-income households.2 In addition, the developer is required to provide one extremely low-income unit to satisfy replacement protected unit requirements of the state's Housing Crisis Act. Accordingly, the project includes a total of five deed-restricted affordable housing units, which satisfy the applicable requirements of California Density Bonus Law (Government Code sections 65915-65918) and the city's Inclusionary Housing Ordinance.

California Density Bonus Law also allows a developer to request incentives, concessions and waivers of development standards when necessary to reduce the cost of the affordable housing or to avoid precluding or physically hindering the construction of the density bonus project. In connection with the proposed project, the developer is requesting 11 waivers from development standards contained in the Village & Bario Master Plan and the Carlsbad Municipal Code.

A complete description of the proposed development; applicable General Plan, zoning and master plan requirements; and staff's analysis of the project are provided in the Planning Commission staff report in Exhibit 3.

Planning Commission Meeting and Post Meeting
The Planning Commission considered the project on Feb. 18, 2026. Three members of the public spoke at the hearing. One speaker expressed general support for the project, while the other two raised concerns regarding the building design, landscape maintenance, screening of air- conditioning units and parking stall dimensions. Commissioner Lafferty also expressed safety concerns regarding the increased setbacks between the proposed building and adjacent property lines as well as the lack of fencing to limit access to the sides and rear of the building. Following staff responses to those issues, which are summarized in Exhibit 7, the Planning Commission recommended that the City Councill approve the project. Please refer to the minutes to the Planning Commission hearing in Exhibit 4.

Following the Planning Commission’s recommendation for approval on Feb. 18, 2026, two critical actions took place: 1) discovery of tenant displacements, and 2) applicant initiated project revisions.

Tenant Protections under the Housing Crisis Act
The Housing Crisis Act, specifically Government Code Section 66300.6(b), prohibits the city from approving a housing development project, like the Rincon Roosevelt project, that will require the demolition of occupied or vacant protected units
3 unless certain requirements are satisfied.

Protected units include housing units rented by low- or very low-income tenants in the past five

2 The U.S. Department of Housing and Urban Development defines a low-income household family as one whose income does not exceed 80% of the average area median income for the region. In 2026, the department reported that the average area median income for the San Diego County region is $130,900. Based on the department’s adjustment factors for high-cost areas, a low-income family of four makes no more than $139,400 annually. 3 Protected units include residential units that are rented by lower income households within five years, subject to legally required rental restrictions, subject to rent or price control ordinances, or withdrawn from rent or lease within ten years under what is commonly known as the Ellis Act.

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years. When there is a protected unit, the occupants of both the protected units and non- protected units have rights that the applicant is required to comply with.

Among these rights, all existing occupants must be allowed to occupy their units until six months prior to the start of construction activities. The applicant must provide occupants with written notice of the planned demolition, the date they must vacate and their tenant protection rights.

The notice must be provided at least six months before the date that existing occupants must vacate. The occupants that are required to leave their units must be allowed to return at their prior rental rate if the demolition does not proceed and the property is returned to the rental market.

Separately, the applicant must provide the existing occupants of any protected units with certain relocation benefits and a right of first refusal for a comparable unit in the new housing development at an affordable rent or cost.

Project Background and Review Timeline
The applicant submitted a preliminary application for the Rincon Roosevelt project on Aug. 29, 2024. The application gave the applicant vested rights for the project to be reviewed under the local ordinances, policies, standards and fees in effect at the time of the preliminary application.

On Sept. 23, 2023, almost a year before the preliminary application’s submittal, Carlsbad Housing & Homeless Services staff provided the applicant with comments informing the applicant of the Housing Crisis Act’s tenant protection requirements.

As part of the application process, the applicant was required to submit several forms. One form, the Housing Declarations Form (P-38 Form), applies to development projects, like the Rincon Roosevelt project, that propose to demolish existing residential units. The form required the Applicant to verify income and/or occupancy of tenants within the five years prior to the application’s submission. The form also required the applicant to acknowledge certain tenant protections may apply to the project.

Housing & Homeless Services staff received income verification information for five of the eight existing units, which indicated that three units were occupied by lower-income households. The income verification forms were signed by the tenants at different times between June 2024 and August 2024. Housing & Homeless Services prepared a memo on March 31, 2025, informing the applicant that state-mandated affordability assumptions for the other households required two more of the existing units would be assumed to be occupied by lower income households. The city and applicant mutually agreed that five of the eight existing units qualify as “protected units” – one for an extremely low-income household and four for low-income households. The project application was determined to be complete for further processing on Sept. 3, 2025.

Discovery of Tenant Displacement and Applicant’s Response While processing the application, city staff were led to believe that the existing units were occupied and the applicant intended to implement and fulfill all the Housing Crisis Act tenant protection requirements following project approval. In February 2026, a representative of the applicant informed the project planner that the existing units were vacant. The conversation happened in person during the representative’s submission of a final set of plans for distribution to the Planning Commission.

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The Planning Commission considered the project at a public hearing on Feb. 18, 2026. At the hearing, planning staff indicated the units were vacant, but the significance of the vacancies was not then known. The Planning Commission recommended approval of the project to the City Council.

Shortly after the Planning Commission hearing, Housing & Homeless Services staff learned that the former tenants of the protected units were displaced. After further investigation, it became clear then that the property owner required the tenants to move out of the existing units without the notice and relocation assistance required by the Housing Crisis Act.

In April 2026, the applicant contacted seven of the eight former tenants. The applicant proposed notifying the tenants of their rights under the Housing Crisis Act, offering them the right to return to their units at the prior rental rate and to remain until six months before construction. City staff initially took no position on the applicant’s proposal and expressed concern about the city’s ability to recommend and approve the project when the Housing Crisis Act tenant protection requirements were not satisfied.

Housing Crisis Act Technical Assistance Request
On May 27, 2026, the city sought technical assistance from the California Department of Housing and Community Development on how to proceed given the applicant’s failure to satisfy the Housing Crisis Act’s tenant protection requirements. On July 14, 2026, after clarifying information with city staff and the applicant, a representative with the Department of Housing and Community Development left a voicemail message for city staff indicating that the applicant’s proposed remedy was satisfactory, approval of the project would not violate the Housing Crisis Act or at least the California Department of Housing and Community Development would not go after the city for approving the project. After hearing from the California Department of Housing and Community Development, the applicant notified seven of the eight former tenants as described above. Of the five former tenants that responded, only one accepted the offer to move back to the property.

City staff were concerned that the California Department of Housing and Community Development did not answer the city’s question about whether the city could approve a project that failed to fully comply with the Housing Crisis Act’s tenant protection requirements. City staff followed up with the California Department of Housing and Community Development and asked for a written response to the city’s request for technical assistance or city staff would need to recommend the City Council deny the project. The California Department of Housing and Community Development expressly declined to provide the requested technical assistance.

A written response would have established an official record of guidance from the California Department of Housing and Community Development that the city could provide in response to any challenge to the city’s decision on the project. The department’s voicemail response does not provide the same level of protection for the city and failed to address the Housing Crisis Act’s apparent requirement that the city deny the project.

Applicant Proposed Project Revisions
Following the public hearing, the developer revised the project plans to add storage closets to a select number of units, including the inclusionary units, and remove the proposed roof decks.

Removal of the roof decks also eliminates one of the two stairway towers and the elevator access Sept. 29, 2026
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tower. As a result, the maximum height of the proposed projections is reduced from 64 feet, 3 inches to 59 feet, 3 inches.

Minor revisions to approved discretionary projects are common and may occur during plan check or in response to updated building code requirements. Following discretionary approval, the City Planner may approve minor changes during the construction drawing phase when the changes are determined to be in “substantial conformance” with the original project description, findings, and conditions of approval.

Rather than defer the proposed revisions until the construction drawing or building permit phase, the developer has requested that the changes be incorporated into the project plans now.

This allows the revisions to be considered as part of the discretionary action before the City Council, including the requested approval of Tentative Tract Map (CT 2024-0008) and Site Development Plan (SDP 2024-0022). The proposed modification is limited to:
• Adding storage closets to a select number of units, including the inclusionary units • Removing the proposed roof decks
• Removing the elevator access tower
• Removing one of the two stairway towers
The roof drains and mechanical equipment have also been reconfigured to accommodate these changes and maintain compliance with applicable engineering, building and zoning regulations.

The revisions do not change the approved residential unit count, commercial floor area, building footprint, project density, parking supply or overall site design.

Staff evaluated the proposed modification using the same criteria applied to determine whether changes to an approved project are minor or major. Based on that evaluation, staff determined that the modification is minor in nature and does not affect the Planning Commission’s findings or recommendation for approval.

The modified project remains consistent with the design, proposed uses and applicable development standards presented to the Planning Commission on Feb. 18, 2026. The revised plans incorporating these modifications are provided as Exhibit 6.

Options
Staff provide the following options for the City Council’s consideration:
• Resolution 1: Denial of the application
Despite the California Department of Housing and Community Development’s verbal support, since the applicant cannot demonstrate full compliance with the Housing Crisis Act’s tenant protection requirements, the Housing Crisis Act requires the city to deny the project. Per city code, the applicant must wait a year to submit a new application for the project. However, the applicant would still have to provide five replacement units for the five existing protected units. The project would also be subject to current ordinances, policies, standards and fees. Additionally, a denial may result in the Attorney General taking an enforcement action against the city under Housing Element Law. City staff believe there is sufficient evidence in the record to substantiate and support denial of the proposed Rincon Roosevelt project under state housing laws.

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• Resolution 2: Approval of the application
While the California Department of Housing and Community Development did not provide their opinions in writing, they did verbally indicate that they would not go after the city for approving the project in violation of the Housing Crisis Act, with the applicant’s added conditions and offer to remedy the tenant protection violations.

Further, the project would provide new housing, which closes the gap between projected housing needs and actual supply. The city would benefit from the addition of 33 condominium units, including five affordable housing units. Should the City Council approve this option, the tenant relocation conditions and post planning commission project changes have been made as part of the resolution.

Fiscal Analysis
There is no direct fiscal impact associated with the proposed project.

Next Steps
Should the proposed project be denied, in terms of land development, the developer could submit a new land use development application on the same property or any other property in the city. The city has developed a good track record for facilitating new housing development projects to respond to the important statewide housing need. City staff are available to assist the developer with processing future land use development projects.

If the proposed project is approved, staff will continue to process and work with the developer with the requirements to demolish the existing structures and develop the project.

Environmental Evaluation
The California Environmental Quality Act, or CEQA, requires agencies to be aware of the environmental effects of their proposed actions, to give the public an opportunity to comment on environmental issues, and to avoid or reduce significant environmental impacts when it’s feasible to do so. Prior to final action on the project, an environmental determination shall be made by the City Council as part of the approval action to ensure agency compliance with CEQA.

The CEQA Guidelines (California Code of Regulations Title 14, Division 6, Chapter 3) establish certain project types as being exempt from CEQA.

To further streamline and accelerate the development of housing in California, Assembly Bill 130 was signed into law by the Governor on June 30, 2025. The bill, codified in Public Resources Code section 21080.66, was effective immediately and established a new statutory exemption from CEQA for “housing development projects” in urban areas that meet a list of qualifying criteria.

When presented to the Planning Commission, it was believed that the proposed Rincon Roosevelt project would be the first housing development project to be considered by the City Council for the Assembly Bill 130 statutory exemption. Please refer to Exhibit 10 for the requisite Assembly Bill 130 analysis, included as part of the CEQA Notice of Exemption, as was presented to and accepted by the Planning Commission. This CEQA exemption, findings and analysis, would be utilized if there is a City Council decision to approve the proposed project.

As noted previously, city staff’s recommendation to the City Council is different than the Feb. 18, 2026, recommendation of the Planning Commission. This is based on the information that was learned after the Planning Commission public hearing. Projects that are rejected, disapproved or Sept. 29, 2026
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denied by a public agency are excluded from CEQA review requirements. Therefore, no further environmental review is required if the proposed project is denied.

Exhibits

1. City Council resolution (denial)

2. City Council resolution (approval)

3. Staff Report from February 18, 2026, Planning Commission Meeting (on file in the Office of the City Clerk)

4. Minutes from February 18, 2026, Planning Commission Meeting (on file in the Office of the City Clerk)

5. Planning Commission Resolution No. 7567 (on file in the Office of the City Clerk)

6. Updated Plans Including Minor Modifications

7. Response to Planning Commission Comments at February 18, 2026 Hearing

8. Project-Related Compliance Analysis of Statewide Tenant Protection Requirements

9. Project Processing Timeline and HCD and Developer Correspondences

10. California Environmental Quality Act AB 130 Analysis and Notice of Exemption

11. Location Map

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Exhibit 1
RESOLUTION NO. .

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, DENYING A TENTATIVE TRACT MAP AND SITE DEVELOPMENT

PLAN TO DEMOLISH AN EXISTING EIGHT -UNIT RESIDENTIAL APARTMENT

BUILDING AND COMMERCIAL STRUCTURES AND CONSTRUCT A FOUR - STORY MIXED -USE BUILDING CONSISTING OF 3,419 SQUARE FEET OF COMMERCIAL SPACE, 33 RESIDENTIAL CONDOMINIUM UNITS AND 42 COVERED PARKING SPACES ON A 0.69 -ACRE PROPERTY LOCATED AT 2747 AND 2775 ROOSEVELT STREET IN THE NORTHWEST QUADRANT OF THE

CITY, THE VILLAGE & BARRIO MASTER PLAN AREA AND LOCAL FACILITIES MANAGEMENT ZONE 1
CASE NAME: RINCON ROOSEVELT
CASE NO.: CT 2024-0008/SDP 2024-0022 (DEV2023-0105)

WHEREAS, the City Council of the City of Carlsbad, California has determined that pursuant to the provisions of the Municipal Code, the Planning Commission did, on Feb. 18, 202 6, hold a duly noticed public hearing as prescribed by law to consider Tentative Tract Map CT 2024 -0008 and Site Development Plan SDP 2024- 0022, as referenced in Planning Commission Resolution No. 75 67 recommending to the City Council that it be approved; and WHEREAS, the Housing Crisis Act of 2019 (California Senate Bill 330) declared a statewide crisis in order to address California’s affordable housing shortage, strengthen tenant protections and preserve existing affordable housing; and
WHEREAS, t he Housing Crisis Act does not prohibit a local government from exercising its authority to disapprove a housing development project, but rather provides limitations and conditions for exercising that authority; and
WHEREAS, the Housing Crisis Act requires, under Government Code section 66300.6(b), the city to no approve a development project that will require the demolition of occupied or vacant protected units unless certain requirements are satisfied, including but not limited to: (1) Any existing occupants will be allowed to occupy their units until six months before the start of construction activities; (2) the project proponent shall provide existing occupants with written notice of the planned demolition, the date they must vacate, and their rights under Government Code section 66300.6; (3) notice to existing occupants shall be provided at least six months in advance of the date that existing occupants must vacate; (4) a ny existing occupants that are required to leave their units shall be allowed to return at their prior rental rate if the demolition does not proceed and the property is returned to the rental market; (5) t he developer agrees to provide both of the following to the existing occupants of any Sept. 29, 2026
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protected units that are lower income households: (A) Relocation benefits that are equivalent to the relocation benefits required to be paid by public entities pursuant to Chapter 16 (commencing with Section 7260) of Division 7 of Title 1 and any implementing regulations ; and (B) A right of first refusal for a comparable unit available in the new housing development, or in any required replacement units associated with a new development that is not a housing development, affordable to the household at an affordable rent or an affordable housing cost; and
WHEREAS, the city must comply with various state housing laws that are designed to prevent displacement of existing tenants when housing is demolished or replaced; and WHEREAS, the City Council of the City of Carlsbad held a duly noticed public hearing to consider Tentative Tract Map CT 2024-0008 and Site Development Plan SDP 2024-0022 (“Project”); and WHEREAS, at said public hearing, upon hearing and considering all testimony, public comment and arguments, if any, of all persons desiring to be heard, the City Council considered all evidence and factors relating to the Project; and
WHEREAS, the City Council has reviewed the proposed Project and considered all relevant reports, public comments, and findings.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:

1. That the above recitations are true and correct.

2. Compliance with California Environmental Quality Act . Projects that are rejected, disapproved, or denied by a public agency are excluded from CEQA review requirements. Therefore, no further environmental review is required.

3. The City Council finds and determines that the proposed Project includes the demolition of protected units does not comply with the tenant protection requirements of the Housing Crisis Act, Government Code section 66300.6(b), in that the existing occupants of all units and the existing occupants of the protected units at the time of the application were not provided, notified, or offered the rights as required under California law . City Council determines that the State Legislature’s passage of the narrowly tailored prohibition reads as mandatory and absolute obligation on the city relating to this Project , and leaves little to no room for interpretation or discretion.

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Therefore, the proposed Project , Tentative Tract Map CT 2024 -0008 and Site Development Plan SDP 2024-0022, is denied.

4. The City Council, after considering all evidence and testimony presented during the hearing, conclude that there is insufficient evidence and information provided to the city to demonstrate that the landlord or developer either cured or remedied the violation of the tenants rights under the Housing Crisis Act, specifically Government Code section 66300.6(b)(3)-(4).

5. According to the Housing Accountability Act, Government Code sections 65589.5(d), the Project includes low-income households and finds, based on a preponderance of the evidence in the record, that the denial of the housing development project is required in order to comply with the Housing Crisis Act, specifically the tenant protection requirements found in Government Code section 66300.6(b)(3) -(4), and there is no feasible method to comply without rendering the development unaffordable to low - income households or financially infeasible. The evidence in the record demonstrate that the tenant protection requirements under state law were not capable of being accomplished in a successful manner within a reasonable period of time, taking into account economic, environmental, social, and technological factors.

6. The City Council acknowledges the need for housing, including affordable housing, while also acknowledging the importance of property owners, landlords and developers to be familiar with statewide tenant protection requirements to prevent violations of state law. The city stands ready to assist the landlord/developer or successor in interest find suitable housing development opportunities to supply much- needed housing at all income levels for Californians.

7. This action is final the date this resolution is adopted by the City Council. The Provisions of Chapter 1.16 of the Carlsbad Municipal Code, “Time Limits for Judicial Review” shall apply:

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“NOTICE”
The time within which judicial review of this decision must be sought is governed by Code of Civil Procedure, Section 1094.6, which has been made applicable in the City of Carlsbad by Carlsbad Municipal Code Chapter 1.16. Any petition or other paper seeking review must be filed in the appropriate court not later than the ninetieth day following the date on which this decision becomes final; however, if within ten days after the decision becomes final a request for the record is filed with a deposit in an amount sufficient to cover the estimated cost or preparation of such record, the time within which such petition may be filed in court is extended to not later than the thirtieth day following the date on which the record is either personally delivered or mailed to the party, or his attorney of record, if he has one. A written request for the preparation of the record of the proceedings shall be filed with the City Clerk, City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, CA 92008.

PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the __ day of ________, 2026, by the following vote, to wit:

AYES:

N AYS:

ABSTAIN:

ABSENT:
______________________________________
KEITH BLACKBURN, Mayor

______________________________________
SHERRY FREISINGER, City Clerk
(SEAL)
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Exhibit 2
RESOLUTION NO. .

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, APPROVING A CALIFORNIA ENVIRONMENTAL QUALITY ACT

EXEMPTION DETERMINATION AND APPROVING A TENTATIVE TRACT MAP

AND SITE DEVELOPMENT PLAN TO DEMOLISH AN EXISTING EIGHT -UNIT

RESIDENTIAL APARTMENT BUILDING AND COMMERCIAL STRUCTURES AND CONSTRUCT A FOUR -STORY MIXED -USE BUILDING CONSISTING OF 3,419 SQUARE FEET OF COMMERCIAL SPACE, 33 RESIDENTIAL CONDOMINIUM UNITS AND 42 COVERED PARKING SPACES ON A 0.69 -ACRE PROPERTY LOCATED AT 2747 AND 2775 ROOSEVELT STREET IN THE NORTHWEST

QUADRANT OF THE CITY, THE VILLAGE & BARRIO MASTER PLAN AREA AND LOCAL FACILITIES MANAGEMENT ZONE 1
CASE NAME: RINCON ROOSEVELT
CASE NO.: CT 2024-0008/SDP 2024-0022 (DEV2023-0105)

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:

1. That the above recitations are true and correct.

2. Compliance with California Environmental Quality Act. The proposed action to demolish an existing apartment building and commercial structure s and construct a four -story mixed-use structure is statutorily exempt from environmental review pursuant to Public Sept. 29, 2026
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Resources Code Section 65589.5(h)(2) since it qualifies as a “housing development project.” Specifically:
a. It is a mixed-use development consisting of residential and nonresidential uses and at least two-thirds of the square footage is designated for residential use and due to the location outside of the Coastal Zone, short term rental of the housing units is prohibited by the Carlsbad Municipal Code b. The proposed density exceeds 15 dwelling units per acre c. The site is not more than 20 acres and is surrounded by urban uses d. The project is consistent with the General Plan, Zoning Ordinance and the Village & Barrio Master Plan
e. There are no other environmental or site-specific constraints outlined in the statute that would render this property ineligible for the exemption f. The structures proposed to be demolished are not historic structures that have been placed on a national, state or local historic register g. The tribal consultation process has been completed within the requisite timelines of Assembly Bill (AB) 130.

The notice of exemption will be filed with the Recorder/County Clerk and the State Clearinghouse within five days after project approval by the decision-making body.

3. That the recommendation of the Planning Commission for the approval of Tentative Tract Map CT 2024 -0008 and Site Development Plan , SDP 2024-0022, is adopted and approved, and that the findings and conditions of the Planning Commission contained in the Planning Commission adopted Resolution No. 7567 on file with the City Clerk and incorporated herein by reference, are the findings and conditions of the City Council , with the following exceptions:
a. Condition No. 20 of Planning Commission Resolution No. 7567 is hereby superseded and replaced with the following condition:

Prior to the approval of the final map for any phase of this project, or where a map is not being processed, prior to the issuance of building permits for any lots or units, the developer shall enter into an Affordable Housing Agreement with the city. The Agreement shall satisfy the following criteria:

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a. To provide and deed restrict one (1) dwelling unit as affordable to an extremely low-income household for 55 years, earning up to 30% of the area median income (AMI), and four (4) dwelling units as affordable to low -income households for 55 years, earning up to 80% of the Area Median Income (AMI). b. The agreement shall be in accordance with the requirements and process set forth in Chapters 21.85 and 21.86 of the Carlsbad Municipal Code. The draft Affordable Housing Agreement shall be submitted to the City Planner no later than 60 days prior to the request to final the map and shall be recorded prior to approval of the final map, or prior to the issuance of any building permit or grading permit for any lots or units where a map is not being processed. The recorded Affordable Housing Agreement shall be binding on all future owners and successors in interest
b. Condition No. 22 of Planning Commission Resolution No. 7567 is hereby superseded and replaced with the following condition:

Project must comply with occupant noticing requirements and protections defined in Government Code Section 66300.6.
a. Noticing per Government Code Section 66300.6(b)(3)(A), that all existing occupants must be allowed to remain in their units until six (6) months before the start of construction activities. Additionally, existing occupants that are required to vacate their units, must be allowed to return at the prior rental rate should the demolition not proceed and the property is returned to the rental market. Documentation demonstrating compliance with this requirement, or alternative remedy acceptable to HCD, shall be submitted to the Housing & Homeless Services Director no later than 60 days prior to the request for final map.
b. Evidence of appropriate relocation benefits were paid to eligible occupants in accordance with Government Code Section 7260, per Government Code Section 66300.6(b)(4), and first right of refusal for a comparable unit, affordable to household at an affordable housing cost, pursuant to Health and Safety Code Section 50052.5 in the proposed new housing development. Documentation Sept. 29, 2026
Item #9 Page 15 of 195

demonstrating compliance with this requirement shall be submitted to the Housing & Homeless Services Director no later than 60 days prior to issuance of first building permit.
c. Condition 23 of Planning Commission Resolution No. 7567 is hereby superseded and replaced with the following condition:

The owners of the five (5) lower -income units shall have equal access to project amenities, including the residential parking spaces in the parking garage, pursuant to Health and Safety Code Section 17929 to the satisfaction of the City Planner and the Housing & Homeless Services Director. Such access shall be included in the affordable price and no additional cost shall be assessed to the owners of the affordable units for use.

4. This action is final the date this resolution is adopted by the City Council. The Provisions of Chapter 1.16 of the Carlsbad Municipal Code, “Time Limits for Judicial Review” shall apply:

“NOTICE”
The time within which judicial review of this decision must be sought is governed by Code of Civil Procedure, Section 1094.6, which has been made applicable in the City of Carlsbad by Carlsbad Municipal Code Chapter 1.16. Any petition or other paper seeking review must be filed in the appropriate court not later than the ninetieth day following the date on which this decision becomes final; however, if within ten days after the decision becomes final a request for the record is filed with a deposit in an amount sufficient to cover the estimated cost or preparation of such record, the time within which such petition may be filed in court is extended to not later than the thirtieth day following the date on which the record is either personally delivered or ma iled to the party, or his attorney of record, if he has one. A written request for the preparation of the record of the proceedings shall be filed with the City Clerk, City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, CA 92008.

Sept. 29, 2026
Item #9 Page 16 of 195

PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the __ day of ________, 2026, by the following vote, to wit:

AYES:

N AYS:

ABSTAIN:

ABSENT:
______________________________________
KEITH BLACKBURN, Mayor

______________________________________
SHERRY FREISINGER, City Clerk
(SEAL)
Sept. 29, 2026
Item #9 Page 17 of 195
Exhibit 3
Sta
ff Report from February 18, 2026,
Planning Commission Meeting
(on file in the Office of the City Clerk)
Sept. 29, 2026
Item #9 Page 18 of 195
Exhibit 4
Mi
nutes from February 18, 2026,
Planning Commission Meeting
(on file in the Office of the City Clerk)
Sept. 29, 2026
Item #9 Page 19 of 195
Exhibit 5
Plan
ning Commission Resolution No. 7567
(on file in the Office of the City Clerk)
Sept. 29, 2026
Item #9 Page 20 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 - 2775 ROOSEVELT STREET - CARLSBAD, CA 92008
2317
sheet

TITLE SHEET
A001
Stephen Dalton Architects
444 S. CEDROS. STUDIO 185
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916 CT 2024-0008 / SDP 2024-0002

PROJECT DATA
OWNER 2747 ROOSEVELT, LLC
DEVELOPER 2747 ROOSEVELT, LLC

5315 AVENIDA ENCINAS SUITE 200
CARLSBAD, CA 92008
(949) 637-3254

APPLICATION TYPES

SITE DEVELOPMENT PLAN (SDP)

TENTATIVE MAP (CT)

PROJECT NAME RINCON ROOSEVELT
PROJECT ADDRESS 2747 - 2775, ROOSEVELT STREET
CARLSBAD CA, 92008
A.P.N. 203-101-12
203-181-16
203-181-10

LEGAL DESCRIPTION
A SUBDIVISION OF THE SELY 1/2 OF
LOT 29 & LOT 30 OF SEASIDE
LANDS, CARLSBAD, MAP No.1722

SITE AREA 30,116 SF (0.69 ACRE)

GENERAL PLAN VILLAGE-BARRIO (V-B)

ZONING VILLAGE CENTER (VC)

EXISTING LAND USE COMMERCIAL

PROPOSED LAND USE RESIDENTIAL
OCCUPANCY TYPE(S) R2 - RESIDENTIAL
A2 - COMMERCIAL

ALLOWED DENSITY 28-35 DU/ACRE
PROPOSED DENSITY 47.8 DU/ACRE
PROPOSED UNITS 33

ALLOWED COVERAGE N/A
PROPOSED COVERAGE 24,643 SF (82%)
CONSTRUCTION TYPE III A @ LEVELS 2-4
I A @ LEVEL 1

SETBACKS REQ'D PROPOSED
FRONT/CORNER: 0'-0" MIN/5'-0" MAX 10'-1"
SIDE: 0'-0" 11'-6"
REAR: 0'-0" 11'-5"
MAX BUILDING HEIGHT 53'-5"
APPLICABLE CODES 2022 CBC, CFC, CMC, CPC, CEC.

PHOTOVOLTAIC REQ'D: YES
KW-DC (ROOF): 3,654 SF PROVIDED
REQUIRED PARKING: 0 SPACES PURSUANT TO AB 2097
PROVIDED PARKING: 42 SPACES
EV SPACES REQUIRED: YES
EV CHARGERS: 3 REQUIRED
3 PROVIDED
EV READY: 9 SPACES REQUIRED
9 SPACES PROVIDED
EV CAPABLE: 4 SPACES REQUIRED
4 SPACES PROVIDED
REQ'D REC SPACE PRIVATE: 60 SF / UNIT
COMMON: 15 SF / UNIT
PROP'D REC SPACE PRIVATE: 6,858 SF
COMMON: 1,658 SF

SEWER DISTRICT CITY OF CARLSBAD WASTEWATER

DIVISION

WATER DISTRICT CITY OF CARLSBAD MUNICIPAL

WATER DISTRICT

SCHOOL DISTRICT

CARLSBAD UNIFIED SCHOOL

DISTRICT
6"
EL 99.99
A 8-1
1 A8-1
1 2
3 4 A6-1
10 1
A4-1
1 A4-1
1 0
0 N
RI

01.01 F01

DRAWING TITLE

GRID LINES

BUILDING SECTION

WALL OR DETAIL

SECTION
DETAIL

CALLOUT

EXT/INT ELEVATIONS

NORTH ARROW

ABOVE, BELOW, OR HIDDEN

CUTLINE

DOOR IDENTIFIER

WINDOW IDENTIFIER

MATERIAL IDENTIFIER

FIXTURE IDENTIFIER

KEYNOTE

REVISION CLOUD/CALLOUT

DATUM POINT

ELEVATION

SLAB STEP

DRAFTING SYMBOLS

PROJECT TEAM
DEVELOPER 2747 ROOSEVELT LLC
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
949.637.3254

ARCHITECT STEPHEN DALTON ARCHITECTS
444 S CEDROS AVE, STUDIO 185
SOLANA BEACH, CA 92075
858.792.5906

CIVIL PASCO, LARET, SUITER & ASSOCIATES
535 NORTH HIGHWAY 101 SUITE A
SOLANA BEACH, CA 92075
858.259.8212

LANDSCAPE GILLESPIE MOODY PATTERSON (GMP), INC
3176 LIONSHEAD AVENUE, SUITE 102
CARLSBAD, CA 92010
858.558.8977

SMEP GOUVIS ENGINEERING
15 STUDEBAKER
IRVINE, CA 92618
949.752.1612
DEMOLITION OF EXISTING:

ONE-STORY COMMERCIAL STRUCTURE: 1,347 SF
ONE-STORY COMMERCIAL STRUCTURE: 696 SF
TWO-STORY RESIDENTIAL STRUCTURE: 3,973 SF

CONSTRUCTION OF NEW
:
4-STORY RESIDENTIAL BUILDING W/ 33 RESIDENTIAL UNITS, 3

GROUND-LEVEL COMMERCIAL UNITS, SURFACE PARKING,

UTILITY SPACES, ASSOCIATED HARDSCAPE AND LANDSCAPE

SCOPE OF WORK

PROJECT

LOCATION

VICINITY MAP

GRAND AVE
STATE
ST

BEECH ST

ROOSEVELT
ST
N

SHEET INDEX

ELECTRICAL
EN-0.0 SPECIFICATIONS NOTES & SHEET INDEX
EN-0.1A GENERAL NOTES
EN-0.1B MANDATORY MEASURES NOTES
EN-0.2 ABBREVIATIONS & SYMBOLS LIST
EN-0.3 SINGLE LINE DIAGRAM - 'MS1' RESIDENTIAL SERVICE EN-0.4 SINGLE LINE DIAGRAM - RESIDENTIAL METER BANK
EN-0.5 SINGLE LINE DIAGRAM - 'MS2' COMMERCIAL SERVICE
EN-0.5A FEEDER SCHEDULES
EN-0.6 LOAD CALCULATIONS & EQUIPMENT SCHEDULES
EN-0.7 PANEL SCHEDULES
EN-0.8 PANEL SCHEDULES
EN-0.9 PANEL SCHEDULES
EN-0.10 LIGHTING CONTROL
ED-1 DETAILS
ED-2 DETAILS
ED-3 DETAILS
ED-4 DETAILS
E-1.0 SITE LIGHTING NOTES
E-1.1 SITE UTILITY PLAN
E-1.2 SITE LIGHTING PLAN
E-1.3 PHOTOMETRIC SITE PLAN
E-1.4 LIGHTING SPECIFICATIONS
E-2.1 1ST FLOOR LIGHTING PLAN
E-2.2 2ND FLOOR LIGHTING PLAN
E-2.3 3RD FLOOR LIGHTING PLAN
E-2.4 4TH FLOOR LIGHTING PLAN
E-2.5 ROOF LIGHTING PLAN
E-2.6 1ST FLOOR POWER PLAN
E-2.6A ORANGE EV SPECSHEET, ELEVATOR MACHINE RM, ELEVATOR

SHAFT & NOTE
E-2.7 2ND FLOOR POWER PLAN
E-2.8 3RD FLOOR POWER PLAN
E-2.9 4TH FLOOR POWER PLAN
E-2.10 ROOF POWER PLAN
E-3.1 UNIT A1 & A2
E-3.2 UNIT A3 & B1
E-3.3 UNIT B2
E-3.4 UNIT C1
E-3.5 UNIT C2
E-3.6 UNIT D1
E-4.1 NORMAL PHOTOMETRIC FIRST FLOOR
E-4.2 NORMAL PHOTOMETRIC SECOND FLOOR
E-4.3 NORMAL PHOTOMETRIC THIRD FLOOR
E-4.4 NORMAL PHOTOMETRIC FOURTH FLOOR
E-4.5 NORMAL PHOTOMETRIC ROOF FLOOR
E-4.6 EGRESS PHOTOMETRIC FIRST FLOOR
E-4.7 EGRESS PHOTOMETRIC SECOND FLOOR
E-4.8 EGRESS PHOTOMETRIC THIRD FLOOR
E-4.9 EGRESS PHOTOMETRIC FOURTH FLOOR
E-4.10 EGRESS PHOTOMETRIC ROOF FLOOR
E-4.11 LIGHTING SPECIFICATIONS
E-5.1 TITLE 24 LTO OUTDOOR FORMS
E-5.2 TITLE 24 LTI INDOOR FORMS
E-5.3 TITLE 24 ELC ELECTRICAL POWER DISTRIBUTION FORMS

PLUMBING
P-0.1 GENERAL NOTES & SHEET INDEX
P-0.2 MATERIAL AND FIXTURE SCHEDULES
P-0.3 CALCULATIONS
P-0.4 FIXTURE SCHEDULES & CALCULATIONS
P-0.5 SPECIFICATIONS
P-1.1 SITE PLAN
P-2.1A 1ST FLOOR PLAN - COLD/HOT WATER
P-2.2A 2ND FLOOR PLAN - COLD/HOT WATER
P-2.3A 3RD FLOOR PLAN - COLD/HOT WATER
P-2.4A 4TH FLOOR PLAN - COLD/HOT WATER
P-2.5A ROOF PLAN - COLD/HOT WATER
P-2.1B 1ST FLOOR PLAN - NATURAL GAS
P-2.2B 2ND FLOOR PLAN - NATURAL GAS
P-2.3B 3RD FLOOR PLAN - NATURAL GAS
P-2.4B 4TH FLOOR PLAN - NATURAL GAS
P-2.5B ROOF PLAN - NATURAL GAS
P-2.1C 1ST FLOOR PLAN - WASTE/VENT PIPING AND FC CONDENSATE P-2.2C 2ND FLOOR PLAN - WASTE/VENT PIPING AND FC CONDENSATE P-2.3C 3RD FLOOR PLAN - WASTE/VENT PIPING AND FC CONDENSATE P-2.4C 4TH FLOOR PLAN - WASTE/VENT PIPING AND FC CONDENSATE P-2.5C ROOF PLAN - VENT THRU ROOF
P-2.1D 1ST FLOOR PLAN - STORM DRAIN
P-2.2D 2ND FLOOR PLAN - STORM DRAIN
P-2.3D 3RD FLOOR PLAN - STORM DRAIN
P-2.4D 4TH FLOOR PLAN - STORM DRAIN
P-2.5D ROOF PLAN - STORM DRAIN
P-3.1A UNIT PLAN - COLD/HOT WATER AND FC CONDENSATE
P-3.2A UNIT PLAN - COLD/HOT WATER AND FC CONDENSATE
P-3.3A UNIT PLAN - COLD/HOT WATER AND FC CONDENSATE
P-3.4A UNIT PLAN - COLD/HOT WATER AND FC CONDENSATE
P-3.1B UNIT PLAN - NATURAL GAS
P-3.2B UNIT PLAN - NATURAL GAS
P-3.3B UNIT PLAN - NATURAL GAS
P-3.4B UNIT PLAN - NATURAL GAS
P-3.5B UNIT PLAN - NATURAL GAS
P-4.1 DIAGRAMS
P-4.2 DIAGRAMS
P-4.3 DIAGRAMS
P-4.4 DIAGRAMS
P-4.5 DIAGRAMS
P-4.6 DIAGRAMS
P-4.7 DIAGRAMS
P-4.8 DIAGRAMS
P-4.9 DIAGRAMS
P-4.10 DIAGRAMS
P-4.11 DIAGRAMS
P-4.12 DIAGRAMS
P-4.13 DIAGRAMS
P-4.14 DIAGRAMS
P-4.15 DIAGRAMS
P-4.16 DIAGRAMS
P-D.1 DETAILS
P-D.2 DETAILS
TITLE 24
T24-MM TITLE 24 FORMS MANDATORY MEASURES
T24-1 TITLE 24 ENERGY COMPLIANCE FORMS APARTMENT
T24-2 TITLE 24 ENERGY COMPLIANCE FORMS APARTMENT CONT.

T24-3 TITLE 24 ENERGY COMPLIANCE FORMS APARTMENT CONT.

LANDSCAPE
TS-01 TITLE SHEET
LC-01 CONSTRUCTION PLAN
LC-02 CONSTRUCTION PLAN
LC-02 CONSTRUCTION DETAILS
LC-03 CONSTRUCTION NOTES & SPECIFICATIONS
LI-01 IRRIGATION PLAN
LI-02 IRRIGATION PLAN
LI-03 IRRIGATION DETAILS
LI-04 IRRIGATION DETAILS
LI-05 IRRIGATION DETAILS
LI-06 IRRIGATION SPECIFICATIONS
LP-01 PLANTING PLAN
LP-02 PLANTING PLAN
LP-02 PLANTING DETAILS & NOTES
LP-03 PLANTING SPECIFICATIONS

GENERAL
A001 TITLE SHEET
A002 CLIMATE ACTION PLAN CHECKLIST
CIVIL
C-1 TENTATIVE TRACT MAP TITLE SHEET
C-2 PRELIMINARY GRADING PLAN
C-3 SECTIONS AND DETAILS
C-4 DMA EXHIBIT / ROOF PLAN

ARCHITECTURAL
A101 ARCHITECTURAL SITE PLAN
A102 PLAN DIAGRAMS
A103 ELEVATION DIAGRAMS
A104 ELEVATION DIAGRAMS
A201 1ST FLOOR PLAN
A202 2ND FLOOR PLAN
A203 3RD FLOOR PLAN
A204 4TH FLOOR PLAN
A205 ROOF PLAN
A301 EXTERIOR ELEVATIONS
A302 EXTERIOR ELEVATIONS
A303 EXTERIOR PERSPECTIVES
A401 BUILDING SECTIONS
A402 BUILDING SECTIONS
A601 UNIT PLANS - UNIT A1
A602 UNIT PLANS - UNIT A2
A603 UNIT PLANS - UNIT A3
A604 UNIT PLANS - UNIT B1
A605 UNIT PLANS - UNIT B2
A606 UNIT PLANS - UNIT C1
A607 UNIT PLANS - UNIT C2
A608 UNIT PLANS - UNIT D1

LANDSCAPE
LC-01 SITE LANDSCAPE PLAN
LC-02 2ND FLOOR AMENITY DECK
LC-03 WATER CONSERVATION AND USE DIAGRAMS
LC-04 WATER CALCULATIONS AND DETAILS
LC-05 CONCEPTUAL LIGHTING PLAN - GROUND LEVEL
LC-06 CONCEPTUAL LIGHTING PLAN - 2ND FLOOR

SHEET INDEX
(E) EXISTING

ABV ABOVE

AC ACOUSTICAL

ACC ACCESSIBLE

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS W/ DISABILITIES ACT

ADD'L ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

AN ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE

ASYM ASYMMETRICAL

BATT BATTING

BD BOARD

BLDG BUILDING

BLW BELOW

BM BEAM

BO BOTTOM OF

BTWN BETWEEN

BUR BUILT-UP ROOFING

BYD BEYOND

CAB CABINET

CEMT CEMENTITIOUS

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CTR CENTER

DBL DOUBLE

DF DRINKING FOUNTAIN

DIA DIAMETER

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMER EMERGENCY

EP ELECTRICAL PANEL

EQ EQUAL

EQPT EQUIPMENT

EX EXISTING

EXT EXTERIOR

FA FIRE ALARM

FAC FIN FACTORY FINISH

FAU FORCED AIR UNIT

FC FIBER CEMENT

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FG FINISH GRADE

FIN FINISH

FL FLUORESCENT

FLR FLOOR

FLR SNK FLOOR SINK

FLSH'G FLASHING

FO FACE OF

FR FRENCH DOOR

FRP FIBER REINFORCED PLASTIC

FS FINISH SURFACE

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS

GYP GYPSUM

HB HOSE BIBB

HC HOLLOW CORE

HD HOT DIPPED

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

IN INCHES

INSUL INSULATION

INT INTERIOR

JST JOIST

LAV LAVATORY SINK

MANUF MANUFACTURER

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MIN MINIMUM

MIR MIRROR

MNT MOUNTED

MO MASONRY OPENING

MS MOP SINK

MTL METAL

MTR METER

MTRL MATERIAL

MUL MULLION

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O/ OVER

O/FL OVERFLOW DRAIN

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OSCI OWNER SUPPLIED CONTRACTOR INSTALLED

OVHD OVERHEAD

PART PARTITION

P-LAM PLASTIC LAMINATE

PLSTR PLASTER

PLT PLATE

PLYWD PLYWOOD

PNT PAINT(ED)

PR PAIR

PREFIN PRE-FINISHED

PV PHOTOVOLTAIC

PWDR POWDER

R RADIUS

RAG RETURN AIR GRILLE

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE/S RE-SAWN

RECSS'D RECESSED

REF REFERENCE

REFL REFLECTED
REFRIG

REFRIGERATOR

REQ'D REQUIRED

RES RESILIENT

RF'G ROOFING

RM ROOM

RMC RECESSED MEDICINE CABINET

RO ROUGH OPENING

RP RAISED PANEL

RR RESTROOM

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SH SHELF

SHT SHEET

SHT'G SHEATHING

SHWR SHOWER

SIM SIMILAR

SIP STRUCTURAL INSULATED PANEL
SMF SHEET METAl FLASHING

SPEC SPECIFICATION

SS STAINLESS STEEL

SSG STRUCTURAL SILICONE GLAZED

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SWM SELF-ADHERING WATERPROOF MEMBRANE

T&G TONGUE & GROOVE

TB TOWEL BAR

TEL TELEPHONE

THRESH THRESHOLD

TO TOP OF

TPH TOILET PAPE HOLDER

TS TUBE STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WR WATER RESISTANT

ABBREVIATIONS
NOTE: AB 2097

1. PURSUANT TO CALIFORNIA ASSEMBLY BILL 2097, THE

CITY IS PROHIBITED FROM REQUIRING PARKING FOR

PROJECTS LOCATED WITHIN ONE-HALF MILE OF A MAJOR
TRANSIT STOP. THE INTENT OF THIS LEGISLATION IS TO

PROVIDE FLEXIBILITY FOR PROJECT DESIGN,

CONCURRENT WITH PLANNING STUDIES THAT HAVE
SHOWN THAT PARKING SHOULD BE MARKET DRIVEN.

DEVELOPERS COULD STILL VOLUNTARILY PROVIDE

ONSITE PARKING, BUT THE NUMBER OF PARKING SPACES

PROVIDED WILL BE BASED ON BUILDER PREFERENCE

AND MARKET DEMAND, NOT BY CITY-ESTABLISHED
MINIMUM PARKING STANDARDS.

PROJECT INFORMATION
ADDRESS: 2747 - 2775 ROOSEVELT STREET LOT AREA ACRE SF
CARLSBAD, CA .69 AC 30,116 SF
APNs: 203-101-12
203-181-16
203-181-10

DEVELOPMENT REGULATIONS

BASE ZONE VILLAGE CENTER DISTRICT MIN MAX
DENSITY 28 DU / AC 35 DU / AC

COMMUNITY PLAN V-B (VILLAGE BARRIO)
HEIGHT LIMIT 45 FT
SETBACKS FRONT MIN. 0 FT 4 STORIES
MAX 5 FT
GROUND FLOOR HEIGHT 14 FT
SIDE MIN: 0 FT
OPT: 0 FT PRIVATE OPEN SPACE MIN. DIM. 6 FT
MIN. AREA 60 SF/DU
REAR MIN: 10 FT
OPT: 0 FT COMMON OPEN SPACE MIN. DIM. 10 FT
MIN. AREA 15 SF/DU
SIDE STREET MAX: 0 FT

DENSITY BONUS
BASE DENSITY .69 AC x 35 DU / AC
= 24.2 DU 25 DU
SET ASIDE UNITS (DB) 3% = .75 DU 1 DU
15% = 3.75 DU 4 DU
5 DU

DENSITY BONUS
29% =

7.25 DU 8 DU
8 DU
TOTAL UNITS ALLOWED 33 DU
CARLSBAD INCLUSIONARY (15% MIN): 5. DU / 33. DU = 15.2%

INCENTIVES / WAIVERS
INCENTIVES AVAILABLE: 2
INCENTIVES PROPOSED: 1 TBD
2 TBD
WAIVER
HEIGHT LIMIT (ROOFTOP STRUCTURES) VBMP 2.6.2(C)(3)
WAIVER HEIGHT LIMIT (MAX BUILDING HEIGHT) VBMP 2.7-1(G)(1) WAIVER 30% MAX OF 4TH FLOOR FAÇADE (0 FT SETBACK) VBMP 2.7-1(G)(3)(a) WAIVER 80% 4TH FLOOR TO 3RD FLOOR AREA VBMP 2.7-1(G)(3)(b) WAIVER 40-FT LENGTH FAÇADE W/ 5-FT VARIATION VBMP 2.7-1(H)(1) WAIVER 80% GROUND FLOOR USE ALONG ROOSEVELT VBMP 2.7-1(I)(1) WAIVER UTILITIES / EQUIPMENT SCREENING VBMP ODS 2.6(A)(1) WAIVER UPPER STORIES TO OCCUPY FULL GROUND FLOOR FOOTPRINT VBMP ODS 4.8(C)(2) WAIVER MINIMUM VERTICAL CLEARANCE TO CANTILEVER AT SHOPFRONT VBMP ODS 6.3(D)(4) WAIVER 10 FT STEPBACK AT 3RD AND 4TH FLOOR FOR 25 FT VBMP ODS 7.2(B) WAIVER STANDARD STALL SIZE AT ENCLOSED PARKING GARAGE CMC 21.44.060(A)(3)

UNIT TABULATION
UNIT # DU SF / DU NRSF
A1 6 756 SF 4,536 SF
A2 6 1,701 SF 10,206 SF
A3 3 1,121 SF 3,363 SF
SUB-TOTAL 15 18,105 SF
B1 3
1,560 SF 4,680 SF
B2 3 1,665 SF 4,995 SF
SUB-TOTAL 6 9,675 SF
C1 3 1,956 SF 5,868 SF
C2 3 2,131 SF 6,393 SF
SUB-TOTAL 6 12,261 SF
D1 6 2,586 SF 15,516 SF
SUB-TOTAL 6 15,516 SF
TOTAL DU 33 55,557 SF
AVERAGE UNIT SIZE: 1,684 SF

BUILDING AREA
NRSF / SALES SF 59,577 SF
RESIDENTIAL 55,557 SF
COMMERCIAL #1 1,069 SF
COMMERCIAL #2 1,167 SF
COMMERCIAL #3 1,183 SF
STORAGE (GARAGE) 295 SF
STORAGE (TYP) 3 FLR X 102 SF/FLR 306 SF
HABITABLE AREA 446 SF
LOBBY 446 SF
ACCESSORY AREA 2,247 SF
FIRE RISER CLOSET (1ST) 64 SF
PARCEL ROOM (1ST) 66 SF
BOILER ROOM (ROOF) 218 SF
ELECTRICAL ROOM (1ST) 345 SF
LOW VOLTAGE (1ST) 180 SF
IDF (COMBINED) 3 FLR
X 38 SF/FLR 114 SF
TRASH ROOM (1ST) 336 SF
TRASH CHUTES 3 FLR X 112 SF/FLR 336 SF
BIKES (1ST) 295 SF
ELEV INVERT ROOM (1ST) 111 SF
ELEV MACH ROOM (1ST) 182 SF
CIRCULATION 6,600 SF
ELEVATORS 84 SF X 5 FLR 420 SF
STAIR 1 (TYP) 193 SF X 4 FLR 772 SF
STAIR 1 (1ST) 259 SF X 1 FLR 259 SF
STAIR 2 (TYP) 192 SF X 4 FLR 768 SF
STAIR 2 (1ST) 241 SF X 1 FLR 241 SF
HALL (TYP) 1,380 SF X 2 FLR 2,760 SF
HALL (2ND) 1,380 SF X 1 FLR 1,380 SF
TOTAL GROSS FLOOR AREA (GFA) 68,870 SF
EFFICIENCY (EXCLUDES GARAGE) 87.2%
GARAGE 16,682 SF
F.A.R. PROPOSED 2.3

PARKING (MINIMUM REQUIREMENTS)
ADA EV
CBC 11B CGC CHAPTER 5
RATIO 1:170 # RATIO # TABLE 11B.208.2 TABLE 5.106.5.3.1 COMMERCIAL 1 1,069 SF 0 0
COMMERCIAL 2 1,167 SF 0 0
COMMERCIAL 3 1,183 SF 0 0
TOTAL 3,419 SF 170 20.1 0
(RANGE 10-25)
REQUIRED 21 0 1 4 "EV CAPABLE"
PROVIDED 21 2 4 "EV CAPABLE"
(1 VAN, 3 STANDARD)
ADA EV
CBC 1109A.4 CGC CHAPTER 4
RATIO # RATIO #
ASSIGNED (2%) 4.106.4.2.2
1 BR 15 DU 1 15 0 0
2 BR 6 DU 1 6 0 0
3 BR 6 DU 1.5 9 0 0
4 BR 6 DU 1.5 9 0 0
TOTAL 33 DU 39.0 0
(EV-READY 40% & 10%)
REQUIRED 39 0 1 READY (40%) = 9
READY W/ CHG (10%) = 3
PROVIDED 21 1 9 "READY"
(STANDARD) &
3 "READY W/ CHG"
(1 ADA/VAN, 2 STANDARD)
TOTAL PARKING PROVIDED 42
PARKING NOTES 1 SITE IS WITHIN 1/2 MILE OF A MAJOR TRANSIT STOP 2 AB 2097 EXEMPTS PROJECT FROM ANY PARKING MINIMUMS

SHORT-TERM LONG-TERM
PUBLIC 6

SUPPLEMENTAL RESIDENTIAL REGULATIONS

PRIVATE EXTERIOR OPEN SPACE
REQUIRED: 33 DU x 60 SF/DU 1,980 SF
PROPOSED: 6,321 SF
A1 6 DU x 65 SF/DU 390 SF
A2 6 DU x 158 SF/DU 948 SF
A3 3 DU x 81 SF/DU 243 SF
B1 3 DU x 161 SF/DU 483 SF
B2 3 DU x 218 SF/DU 654 SF
C1 3 DU x 240 SF/DU 720 SF
C2 3 DU x 207 SF/DU 621 SF
D1 6 DU x 377 SF/DU 2,262 SF

COMMON OPEN SPACE
REQUIRED: 33 DU x 15 SF/DU 495 SF
PROPOSED: 590 SF
COURTYARD (MEETING MINIMUM DIMENSION) 590 SF

TRASH TRASH RECYCLE GREEN
RESIDENTIAL: 288 SF 288 SF 288 SF 864 SF
PROPOSED: 336 SF

TRASH SUMMARY TABLE
15 1BR 15
6 2BR 12 1/3 LANDFILL = 3.9 CY
6 3BR 18 1/3 RECYCLE = 3.9 CY
6 4BR 24 1/3 ORGANIC = 3.9 CY
TOTAL OCCUPANTS 69 4.9 LBS 200 LBS CY
PROPOSED 350 SF ROOM W/ (3) 4 CY CAPACITY DUMPSTERS TO BE EMPTIED OUT TWICE PER WEEK (3) TRASH & (3) RECYCLING 65 GALLON BINS HAVE BEEN PROVIDED FOR COMMERCIAL EXISTING 58 SF TRASH ENCLOSURE W/ (2) 65 & (2) 35 GALLON CART BINS

TRASH NOTES
1 PER ENVIRONMENTAL PROTECTION AGENCY, THIS IS THE AVERAGE TRASH BY PERSON PER POUND PER DAY 2 AVERAGE WEIGHT IN POUNDS OF HOUSEHOLD TRASH IN 1 CUBIC YARD 18%
18%
18% 3 BR
2 BR
4 BR
CALIF AB 2097
45% 1 BR

COMMERCIAL GROSS AREA CITY (REFERENCE ONLY)

RESIDENTIAL QNTY CITY (REFERENCE ONLY)
69 x 4.9 / 200 x 7 DAYS = 11.8 CY
RESIDENTIAL DWELLING UNITS TOTAL #

BEDROOMS

PER EPA
AVG TRASH (1*)
TRASH
WEIGHT IN 1

CUBIC YARD
(2*)

BICYCLE

PARKING
CITY

EXTREMELY LOW
LOW
CALIF AB 2097

TOTAL RESIDENTIAL SOLID WASTE IN CUBIC YARDS PER WEEK
LOW
1 PROJECT INFORMATION
ADDRESS: 2747 - 2775 ROOSEVELT STREET LOT AREA ACRE SF
CARLSBAD, CA .69 AC 30,116 SF
APNs: 203-101-12
203-181-16
203-181-10

DEVELOPMENT REGULATIONS

BASE ZONE VILLAGE CENTER DISTRICT MIN MAX
DENSITY 28 DU / AC 35 DU / AC

DENSITY BONUS
BASE DENSITY .69 AC x 35 DU / AC
= 24.2 DU 25 DU
SET ASIDE UNITS (DB) 3% = .75 DU 1 DU
15% = 3.75 DU 4 DU
5 DU

DENSITY BONUS
29% =

7.25 DU 8 DU
8 DU
TOTAL UNITS ALLOWED 33 DU
CARLSBAD INCLUSIONARY (15% MIN): 5. DU / 33. DU = 15.2%

SHORT-TERM LONG-TERM
PUBLIC 6

SUPPLEMENTAL RESIDENTIAL REGULATIONS

COMMON OPEN SPACE
REQUIRED: 33 DU x 15 SF/DU 495 SF
PROPOSED: 590 SF
COURTYARD (MEETING MINIMUM DIMENSION) 590 SF

TRASH TRASH RECYCLE GREEN
RESIDENTIAL: 288 SF 288 SF 288 SF 864 SF
PROPOSED: 336 SF

COMMERCIAL GROSS AREA CITY (REFERENCE ONLY)

RESIDENTIAL QNTY CITY (REFERENCE ONLY)
69 x 4.9 / 200 x 7 DAYS = 11.8 CY
RESIDENTIAL DWELLING UNITS TOTAL #

BEDROOMS

PER EPA
AVG TRASH (1*)
TRASH
WEIGHT IN 1

CUBIC YARD
(2*)

BICYCLE

PARKING
CITY

EXTREMELY LOW
LOW
CALIF AB 2097

DEVELOPMENT REGULATIONS

BASE ZONE VILLAGE CENTER DISTRICT MIN MAX
DENSITY 28 DU / AC 35 DU / AC

DENSITY BONUS
BASE DENSITY .69 AC x 35 DU / AC
= 24.2 DU 25 DU
SET ASIDE UNITS (DB) 3% = .75 DU 1 DU
15% = 3.75 DU 4 DU
5 DU

DENSITY BONUS
29% =

7.25 DU 8 DU
8 DU
TOTAL UNITS ALLOWED 33 DU
CARLSBAD INCLUSIONARY (15% MIN): 5. DU / 33. DU = 15.2%

SHORT-TERM LONG-TERM
PUBLIC 6

SUPPLEMENTAL RESIDENTIAL REGULATIONS

COMMON OPEN SPACE
REQUIRED: 33 DU x 15 SF/DU 495 SF
PROPOSED: 590 SF
COURTYARD (MEETING MINIMUM DIMENSION) 590 SF

TRASH TRASH RECYCLE GREEN
RESIDENTIAL: 288 SF 288 SF 288 SF 864 SF
PROPOSED: 336 SF

COMMERCIAL GROSS AREA CITY (REFERENCE ONLY)

RESIDENTIAL QNTY CITY (REFERENCE ONLY)
69 x 4.9 / 200 x 7 DAYS = 11.8 CY
RESIDENTIAL DWELLING UNITS TOTAL #

BEDROOMS

PER EPA
AVG TRASH (1*)
TRASH
WEIGHT IN 1

CUBIC YARD
(2*)

BICYCLE

PARKING
CITY

EXTREMELY LOW
LOW
CALIF AB 2097

TOTAL RESIDENTIAL SOLID WASTE IN CUBIC YARDS PER WEEK
LOW
1 DEVELOPMENT SUMMARY DEVELOPMENT SUMMARY

RINCON ROOSEVELT
2747 - 2775 ROOSEVELT STREET - CARLSBAD, CA 92008
date
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Exhibit 6
Sept. 29, 2026
Item #9 Page 21 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 - 2775 ROOSEVELT STREET - CARLSBAD, CA 92008
2317
sheet

CLIMATE ACTION PLAN CHECKLIST
A002
Stephen Dalton Architects
444 S. CEDROS. STUDIO 185
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916 CT 2024-0008 / SDP 2024-0002

P-30 Page 1 of 8 Revised 6/22
Development Services
Planning Division
1635 Faraday Avenue
(442) 339-2610
www.carlsbadca.gov

CLIMATE ACTION PLAN

CONSISTENCY CHECKLIST
P-30

PURPOSE
In September 2015, the City of Carlsbad adopted a Climate Action Plan (CAP) that outlines actions that the city will undertake to achieve its proportional share of state greenhouse gas (GHG) emissions reductions. This checklist contains measures that are required to be implemented on a project-by-project basis to ensure that the specified emissions targets identified in the Climate Action Plan (CAP) are achieved. Implementation of these measures will ensure that new dev elopment is consistent with the CAP’s assumption for relevant CAP strategies toward achieving the identified greenhouse gas (GHG) reduction targets. In this manner, a project’s incremental contribution to a cumulative GHG emissions effect may be determined not to be cumulatively considerable if it complies with the requirements of the CAP, in accordance with CEQA Guidelines Sections 15064(h)(3), 15130(d), and 15183(b).* *City staff are currently not assessing the greenhouse gas impacts of California Environmental Quality Act projects by using the Climate Action Plan as a qualified GHG reduction plan under CEQA section 15183.5(b). Please consult with the Planning Department for further guidance. Additional information may be found on the Climate Action Plan Update and Vehicle Miles Traveled calculations staff report.

This checklist is intended to assist project applicants in identifying CAP ordinance requirements and demonstrate how their project fulfills those requirements. This checklist is to be completed and included in applications for new development projects that require discretionary review. The specific applicable requirements outlined in the checklist shall be re quired as conditions of project approval for CAP compliant projects with streamlined GHG emissions assessments. This checklist (i.e. Form P -30) is complementary to the checklist provided in Form B-50, which is specific to building permits and required for building permit applications.

APPLICATION SUBMITTAL REQUIREMENTS
• The completed checklist must be included in the project submittal package or building permit application. Application submittal procedures can be found on the City of Carlsbad website. This checklist is designed to assist the applicant in identifying the minimum CAP-related requirements specific to their project. However, it may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances.
• If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Planning Division or building official.
• The requirements in the checklist will be included in the project’s conditions of approval or issuance of building permit.
• Details on CAP ordinance requirements are available on the city’s website.

City of Carlsbad Climate Action Plan Consistency Checklist P-30 Page 2 of 8 Revised 06/22
STEP 1: LAND USE CONSISTENCY
The first step in determining CAP consistency for discretionary development is to assess the project’s consistency with the growth projections used in the development of the CAP. This section allows the city to determine a project’s consistency with the land use assumptions used in the CAP. Projects found not to be consistent with the CAP’s land use assumptions and that are projected to emit at or above the CAP screening threshold of 900 metric tons of CO2 equivalent (MTCO2e) GHG will be subject to a project-specific analysis of GHG emissions’ impact on the environment in accordance with the requirements of the California Environmental Quality Act (CEQA) . This may result in GHG-reducing mitigation measures applied as a condition of project approval in addition to compliance with the CAP ordinance requirements identified in Step 2 of this checklist.

STEP 1 Land Use Consistency
Checklist Item
(Check the appropriate box and provide an explanation and supporting documentation for your answer) Yes No A. Is the proposed project consistent with the existing General Plan land use and specific/master plan or zoning designations? OR,
If the proposed project is not consistent with the existing land use plan and zoning designations, does the project include a land use plan and/or specific plan, master plan or zoning designation amendment that would result in an equivalent or less GHG-intensive project when compared to the existing designations? If “Yes”, proceed to Step 2 of the checklist. For the second option under Question A above, provide estimated project-related GHG emissions under both existing and proposed designation(s) for comparison. GHG emissions must be estimated in accordance with the City of Carlsbad Guidance to Demonstrating Consistency with the Climate Action Plan.

If “No”, proceed to Question B.

B. The CAP established a screening threshold of 900 MTCO2e/year for new development projects to assist in determining consistency with the CAP. The types and sizes of typical projects listed below have been determined to correspond to the CAP screening threshold. Will the proposed land use change result in the construction of less than any one of the following? • Single-Family Housing: 50 dwelling units
• Multi-Family Housing: 70 dwelling units
• Office: 35,000 square feet
• Retail Store: 11,000 square feet
• Grocery Store: 6,300 square feet
• Other: If the proposed project is not one of the above types, provide a project-specific GHG emissions analysis to determine whether it is below the 900 MTCO2e/year screening threshold.

If “Yes”, proceed to Step 2 of the checklist.

If “No”, the project’s GHG impact is potentially significant and must be analyzed in accordance with CEQA. Applicant must prepare a Self-developed GHG emissions reduction program in accordance with the City of Carlsbad Guidance to Demonstrating Consistency with the Climate Action Plan to demonstrate how it would offset the increase in emissions over the existing designations. The project must incorporate each of the applicable measures identified in Step 2 to mitigate cumulative GHG emissions impacts unless the decision maker finds that a measure is infeasible in accordance with California Environmental Quality Act Guidelines Section 15091. Mitigation in lieu of or in addition to the measures in Step 2 may be required, depending on the results of the project-specific GHG impact analysis. Proceed and complete a project-specific Self-developed GHG emissions reduction program and Step 2 of the Checklist.

City of Carlsbad Climate Action Plan Consistency Checklist P-30 Page 3 of 8 Revised 06/22
STEP 2: CAP ORDINANCE COMPLIANCE REQUIREMENTS
Completion of this checklist will document a project’s compliance with CAP ordinances, and in turn, demonstrate consistency with the applicable measures and actions of the CAP. The compliance requirements in this Step 2 apply to development projects that require a building permit . All other development projects shall implement all emissions-related mitigation measures from the General Plan Update EIR.

Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. If your project includes alterations or additions to an existing building, please contact the Carlsbad Building Division for assistance in estimating building permit valuation, by phone at 760-602-2719 or by email at [email protected].

Estimated Building Permit Valuation (BPV): $ __________________________ Construction Type Complete Section(s) Notes:

Residential
☐ New construction 2A, 3A and 4A
☐ Alterations:
☐ BPV < $60,000 N/A All residential alterations
☐ BPV ≥ $60,000
☐ Electrical service panel upgrade
1A and 4A
4A
1-2 family dwellings and townhouses with attached
garages only
☐ BPV ≥ $200,000 1A and 4A
2B
Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to
structural and mechanical, electrical, and/or plumbing
systems are proposed
BPV ≥ $1,000,000 Multi-family dwellings only where ≥$1,000,000 BPV AND affecting ≥75% existing floor area
Nonresidential
☐ New construction 1B, 2B, 3B, 4B and
5 Application Information
Project No./Name:

Property
Address/APN:

Applicant Name/Co.:

Applicant Address:

Contact Phone: Contact Email:

Contact information of person completing this checklist (if different than above):

Name: Contact Phone:

Company
name/address: Contact Email:

Rincon Roosevelt
2747 - 2775 Roosevelt Street
5315 Avenida Encinas, Suite 200 Carlsbad, CA 92008
925-708-3638
[email protected]
Jonathan Frankel / 2747 Roosevelt LLC
City of Carlsbad Climate Action Plan Consistency Checklist P-30 Page 4 of 8 Revised 06/22
☐ Alterations:
☐ BPV ≥ $200,000 or additions ≥
1,000 square feet 1B, 5
☐ BPV ≥ $1,000,000 1B, 2B and 5 Building alterations of ≥ 75% existing gross floor area ☐ ≥ 2,000 sq. ft. new roof addition 2B and 5 1B also applies if BPV ≥ $200,000 CAP Ordinance Compliance
Checklist Item
Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary.

1. Energy Efficiency
Please refer to Carlsbad Ordinance No. CS-437 for more information when completing this section.

A. Residential addition or alteration ≥ $60,000 building permit valuation.

See Ord. CS-437.
☐ N/A ____________________________________
☐ Exception: Home energy score ≥ 7
(attach certification)
Year Built Single-family Requirements Multi-family Requirements ☐ Before 1978 Select one:
☐ Duct sealing ☐ Attic insulation ☐ Cool roof ☐ Attic insulation ☐ 1978 and later Select one:
☐ Lighting package ☐ Water heating package
☐ Between 1978 and 1990 Select one:
☐ Attic insulation ☐ Duct Sealing ☐ Cool roof
☐ 1991 and later Select one:
☐ Lighting package ☐ Water heating package
B. Nonresidential* new construction or alterations ≥ $200,000 building permit valuation, or additions ≥ 1,000 square feet.

See CALGreen Appendix A5, as amended in CS-437.
☐ N/A ____________________________________
A5.203.1.1.1
☐ Outdoor lighting: .90 Allowed Outdoor Lighting Power ☐ N/A ____________________________________ A5.203.1.1.2
☐ Restaurant service water heating (comply with California Energy Code Section 140.5, as amended) ☐ N/A ____________________________________ A5.203.1.2.1
Choose one as applicable: ☐ .95 Energy budget ☐ .90 Energy budget ☐ N/A ____________________________________ A5.211.1.**
☐ On-site renewable energy ☐ N/A ____________________________________ A5.211.3**
☐ Green power (if offered by local utility provider, 50% minimum renewable sources) ☐ N/A ____________________________________ A5.212.1
☐ Elevators and escalators ☐ N/A __________________________________ City of Carlsbad Climate Action Plan Consistency Checklist P-30 Page 5 of 8 Revised 06/22
* New CEC standards also require battery storage systems meeting the requirements if Reference Joint Appendix JA12 of the CEC.

A5.213.1
☐ Steel framing ☐ N/A __________________________________ * Includes hotels/motels and high-rise residential buildings ** For alterations ≥ $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with California Energy Code section 120.10 instead.

2. Photovoltaic Systems
A. Residential new construction. Refer to Carlsbad Ordinance No. CS-437 for requirements, which amends Section 150.1(c) of the CEC for single-family residential; and Section 170.2(d) of the CEC for multi-family requirements. Note: if project includes installation of an electric heat pump water heater pursuant to Carlsbad ordinance CS-447, increase system size by .3kWdc if PV offset option is selected.

Floor Plan ID (use additional
sheets if necessary)
CFA #d.u. Calculated kWdc* Exception
☐ ________________________________________
☐ ________________________________________
☐ ________________________________________
☐ ________________________________________
Total System Size: kWdc
kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.)
*Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain.

B. Nonresidential and hotel/motel new construction; or major alterations to nonresidential, hotel/motels, and multi-family residential ≥$1,000,000 BPV and affecting ≥75% existing floor area, or addition that increases roof area by ≥2,000 square feet. Please refer to Carlsbad Ordinance CS-437 when completing this section.*
Choose one of the following methods:
☐ Gross Floor Area (GFA) Method
GFA: ______________________ Min. System Size: ________ kWdc ☐ If < 10,000s.f. Enter: 5 kWdc
☐ If ≥ 10,000s.f. calculate: 15 kWdc x (GFA/10,000) **
**Round building size factor to nearest tenth, and round system size to nearest whole number. ☐ Time- Dependent Valuation Method
Annual TDV Energy use:*** ________________ x .80= Min. system size: __________ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 756
1,724
1,559
1,683
A1
6 A2
A3
1,098
B1
B2
6 3
3 45.44
See worksheet
See worksheet
See worksheet
See worksheet
3 3,468
5 C1 1,936 CFA 3DU
C2 2,131 CFA 3 DU
D1 2,571 CFA 6 DU
City of Carlsbad Climate Action Plan Consistency Checklist P-30 Page 6 of 8 Revised 06/22

3. Water Heating
A. Residential new construction
Please refer to Carlsbad Ordinance CS-437 when completing this section. ☐ For systems serving individual dwelling units and achieving 60% of energy needed from on-site solar or recovered energy, choose one:
☐ Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low - rise residential only)
☐ Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required. ☐ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher. ☐ Solar water heating system with electric backup that is either .60 solar savings fraction of 40 s.f. solar collectors. ☐ Gas or propane system with a solar water heating system and recirculation system ☐ Exception: _________________________________________________________________________________________ ☐ For systems serving multiple dwelling units and achieving 60% of energy needed from on -site solar or recovered energy, install a central water-heating system with all of the following:
☐ Recirculation system
☐ Solar water heating system that is either:
☐ .20 solar savings fraction
☐ .15 solar savings fraction, plus drain water heat recovery ☐ Exception:

B. Nonresidential new construction
Please refer to Carlsbad Ordinance CS-437 when completing this section. ☐ Water heating system derives at least 40% of its energy from one of the following (attach documentation):
☐ Solar-thermal ☐ Photovoltaics ☐ Recovered energy
☐ Water heating system is (choose one):
☐ Heat pump water heater
☐ Electric resistance water heater(s)
☐ Solar water heating system with .40 solar savings fraction ☐ Exception: _____________________________________________________________________________________________________ City of Carlsbad Climate Action Plan Consistency Checklist P-30 Page 7 of 8 Revised 06/22
Calculations: Total EVSE spaces = .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces – EVSE Installed
(EVSE other may be “Capable,” “Ready” or “Installed.”)
*Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ≥ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ≥ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed.
**When new parking facilities are added, or electrical systems or lighting to existing parking facilities are added or altered and the work requires a building permit, 10% of the total number of parking spaces or altered shall be EV Capable. This is NOT a CAP checklist requirement, but is included to coordinate CEC compliance early in the planning process
B. Nonresidential new construction (includes hotels/motels) ☐ Exception : ________________________________ Total Parking Spaces
Proposed
EVSE Spaces
Capable Ready Installed Total
Calculation: Refer to the table below:

Total Number of Parking Spaces provided Number of required EV Spaces (Capable) Number of required EVSE Installed Spaces ☐ 0-9 1 1
☐ 10-25 4 1
☐ 26-50 8 2
☐ 51-75 13 3
☐ 76-100 17 5
☐ 101-150 25 6
☐ 151-200 35 9
☐ 201 and over 20 percent of total 25 percent of EV Capable

4. Electric Vehicle Charging
A. Residential - New construction and major alterations* Please refer to Carlsbad Ordinance CS-437 when completing this section. ☐ One and two-family residential dwelling alterations with no electrical panel upgrade (No EV space required) ☐ ADU (no EV space required when no additional parking facilities are added) ☐ One and two-family residential dwelling or townhouse with attached garage:
☐ One EVSE ready parking space required ☐ Exception :____________________________________ ☐ Multi-family residential: ☐ Exception :___________________________________ Total Parking Spaces
Proposed for New
Construction
EVSE Spaces
Capable
(10% of proposed)
Ready
(25% of proposed)
Installed
(5% of proposed)
Total
Total Proposed or Altered
Spaces (Major
Alterations)**
Capable
(10% of proposed)
--- --- Total
42 5
11 3
19 0
0 1
1 2
City of Carlsbad Climate Action Plan Consistency Checklist P-30 Page 8 of 8 Revised 06/22
A. List each proposed nonresidential use and gross floor area (GFA) allocated to each use.

B. Employee ADT/1,000 square feet is selected from the City of Carlsbad Employee ADT Table.

Use GFA Employee ADT/1,000 S.F. Total Employee ADT
Total ___________________
If total employee ADT is greater than or equal to 110 employee ADT, a TDM plan is required. *NOTE: Notwithstanding the 110 employee ADT threshold above, General Plan Mobility Element Policy 3-P.11 requires new development that adds vehicle traffic to vehicle LOS-exempt street facilities to implement TDM and transportation system management strategies. Please consult with City of Carlsbad Land Development Engineering (LDE) staff to determine whether this policy applies to your project.

TDM plan required: Yes ☐ No ☐
LDE Staff Verification: ☐________________ (staff initials)

5. Transportation Demand Management (TDM)
Specialty Retail
3,500
36 8 first 1k / 11 per 1k after
36 date
date
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 22 of 195

ROOSEVELT STREET
KENT R. PATERSON
2727 ROOSEVELT ST
PTN OF LOT 28
PM 1722
APN: 203-101-34-00
PTN OF LOT 30
MAP NO. 1722
APN: 204-070-28-00

SUBJECT PROPERTY
GROSS AREA = 30,116 SF
(0.691 AC)
PARCEL 2
PM 1339
APN: 203-181-16-00

25.0' 33.0'

58.0'

33.0'
S55°57'26"W 8.00'
N34°00'03"W 62.12'
S55°55'53"W 8.00'
N34°00'03"W

64.07'
S55°57'31"W 162.55'
N34°00'41"W 188.32'
N55°59'03"E 162.67'
N34°00'03"W

62.06'

25.0'
NE 1/2 OF NW 1/2
OF LOT 29
PM 1722
APN: 203-101-12-00
PTN OF LOT 30
MAP NO. 1722
APN: 203-181-10-00

OSTRIE FAMILY INC
2742 STATE ST
PARCEL 1
PM 1339
APN: 203-181-19-00

RALPH A STRAESSER
& CJ FIELDS

REVOCABLE TRUST
2730 STATE ST
PTN OF LOT 29
PM 1722
APN: 203-101-11-00

OSTRIE FAMILY INC
2742 STATE ST
PTN OF LOT 30
PM 1722
APN: 203-181-19-00

EISLER FAMILY
2700 STATE ST
PTN OF LOT 28
PM 1722
APN: 203-101-16-00

OSTRIE FAMILY INC
2742 STATE ST
PTN OF LOT 30
PM 1722
APN: 203-181-19-00

BEECH AVENUE
1 1ROW
ROW
2 N34°00'03"W
188.24'

11.0'

3.0'

11.0'
I5 FREEWAY
SITE

ROOSEVELT ST

MADISON ST

LAGUNA DR

CARLSBAD VILLAGE DR

GRAND AVE

OAK AVE

PINE AVE

JEFFERSON ST

HARDING ST

STATE ST
TENTATIVE TRACT MAP TITLE SHEET FOR:
40 80
120
GRAPHIC SCALE 1" = 40'
0 40

OWNER INFORMATION

DEVELOPER INFORMATION

LEGAL DESCRIPTION

SITE ADDRESS

TOPOGRAPHY

BENCHMARK

SITE ACREAGE EARTHWORK / PROJECT GRADING
ACCESS

ENGINEER OF WORK

PREPARED BY
2747 ROOSEVELT, LLC
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
PH: (858) 259-8212
2747 / 2775 ROOSEVELT STREET
CARLSBAD, CA 92008
APN: 203-101-12-00, 203-181-10-00, 203-181-16-00

THE BOUNDARIES AND DIMENSIONS OF THE SURVEYED PARCEL(S) SHOWN HEREON ARE BASED ON A FIELD SURVEY. RECORD DIMENSIONS MAY VARY. THE BOUNDARIES OF ADJOINING PARCELS WERE COMPILED FROM RECORDED OR FILED DATA, AND ARE TO BE USED FOR PLANNING PURPOSES ONLY. FULL PROCEDURE OF SURVEY NOT SHOWN HEREON.

THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUND STRUCTURES AND RECORDED DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THE SURVEY. TO LOCATE ANY BURIED UTILITIES/STRUCTURES. BEFORE ANY EXCAVATIONS ARE

STARTED, THE FOLLOWING SHOULD BE CONTACTED FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATIONS.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1-800-422-4133 AERIAL MAPPING FLOWN DECEMBER 19, 2018
PREPARED BY: BHA INC.

BRYAN A. KNAPP, PE #86542DATE
PARCEL 1: (APN: 203-101-12-00)
THE NORTHEASTERLY HALF OF THE NORTHWESTERLY HALF OF LOT 29 OF SEASIDE LANDS, IN

THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921, THE SOUTHEASTERLY LINE OF SAID NORTHWESTERLY HALF BEING PARALLEL WITH THE NORTHWESTERLY LINE OF SAID LOT.

PARCEL 5: (APN: 203-181-10-00)
THAT PORTION OF LOT 30 OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921, LYING NORTHEASTERLY OF THE NORTHEASTERLY LINE OF THE SOUTHWESTERLY 162.7 FEET OF SAID LOT 30.

EXCEPTING THEREFROM THE SOUTHEASTERLY 60.3 FEET THEREOF.

PARCEL 6: (APN: 203-181-16-00)
PARCEL 2 OF PARCEL MAP NO. 1339, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE

OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 23, 1973 AS FILE NO. 73-048297 OF OFFICIAL RECORDS.

GROSS:30,116 SF (0.691 AC)
NET DEVELOPABLE:27,600 SF (0.634 AC)
EXISTING IMPERVIOUS AREA (ONSITE):14,000 SF (0.321 AC)
PROPOSED IMPERVIOUS AREA (ONSITE):25,879 SF (0.594 AC)
INCREASE IN IMPERVIOUS AREA:11,879 SF (0.273 AC)
DISTURBED AREA (INCLUDES OFFSITE):32,022 SF (0.735 AC)
PROPOSED IMPERVIOUS AREA (INCLUDES OFFSITE): 27,997 SF (0.643 AC) EXISTING LIVABLE AREA :0 SF (0.000 AC)
(SINGLE-FAMILY DETACHED OR DUPLEX DWELLINGS ONLY)
CUT: 100 CYMAX CUT HEIGHT: 2.0 FT
FILL: 1,120 CYMAX FILL HEIGHT: 3.0 FT
IMPORT: 1,020 CY
REMEDIAL: 5,580 CY (5-FEET BELOW EXISTING GRADE)

THESE QUANTITIES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING

DESIGN AND DETAILING

ROOSEVELT STREET, A PUBLIC ROAD
PREPARED BY:

PASCO, LARET, SUITER & ASSOCIATES
1911 SAN DIEGO AVE, SUITE 100
SAN DIEGO, CA 92110
PH: (858) 259-8212
THE BENCHMARK FOR THIS SURVEY IS THE CITY OF CARLSBAD SURVEY CONTROL POINT #130, AS SHOWN ON RECORD OF SURVEY 17271. A 2.5-INCH BRASS DISC IN THE SOUTHEASTERLY CORNER OF A STORM DRAIN CURB INLET AT THE NORTHEASTERLY RETURN OF GRAND AVE. AND WASHINGTON ST.

ELEVATION: 40.91 (NGVD29)
DONNA DOYLE, DAVID R. DEWHURST & DOUGLAS G. DEWHURST AS TRUSTEES UNDER TRUST DATED MARCH 13, 1990
2747 / 2775 ROOSEVELT STREET
CARLSBAD, CA 92008

GENERAL NOTES

SHEET INDEX

REFERENCED DRAWINGS

VICINITY MAP
SCALE: NTS

DENSITY CALCULATIONS

CONDOMINIUM NOTE
CT 2024-0008 / SDP 2024-0022

TENTATIVE TRACT MAP

RINCON ROOSEVELT

LAND USEMIXED-USE
NUMBER OF LOTS1 LOT

SEWER DISTRICT CITY OF CARLSBAD WASTEWATER DIVISION

WATER DISTRICTCARLSBAD MUNICIPAL WATER DISTRICT

SCHOOL DISTRICTCARLSBAD UNIFIED SCHOOL DISTRICT

ELECTRICSAN DIEGO GAS & ELECTRIC

TELEPHONEAT&T

CATVTIME WARNER CABLE

DRAINAGE BASIN / HYDROLOGIC AREACARLSBAD / BUENA VISTA CREEK

FIRECITY OF CARLSBAD
PROPOSED DENSITY33.3 DU / AC (RESIDENTIAL)
PROPOSED # OF UNITS36 UNITS (33 RESIDENTIAL + 3 COMMERCIAL)

EXISTING ZONINGVILLAGE-BARRIO (V-B)

PROPOSED ZONINGVILLAGE-BARRIO (V-B)
EXISTING MASTER PLAN DESIGNATIONVILLAGE CENTER (VC) 28-35 DU/AC PROPOSED MASTER PLAN DESIGNATIONVILLAGE CENTER (VC) 28-35 DU/AC SEWER GENERATION FIGURE1 EDU / DU (RESIDENTIAL - MULTI-FAMILY) 1 EDU / 1,800 SF (COMMERCIAL)
TOTAL SEWER GENERATION35 EDU (1 EDU * 33 DU + 1 EDU / 1,800 SF * 3,596 SF) PDF = 17,500 GDP (35 EDU * 200 GDP * 2.5)
POTABLE WATER FIGURE185 GPD / DU (RESIDENTIAL - MULTI-FAMILY) 1,500 GDP / ACRE (COMMERCIAL)
TOTAL POTABLE WATER 6,229 GDP (185 GPU * 33 DU + 1,500 GDP / 43560 SF * 3,596 SF) PRE-DEVELOPMENT PEAK DISCHARGE (Q100) 2.08 CFS (TOTAL FOR SITE) POST-DEVELOPMENT PEAK DISCHARGE (Q100) 3.58 CFS (TOTAL FOR SITE; UNMITIGATED)

2.00 CFS (TOTAL FOR SITE; MITIGATED)
TENTATIVE MAP TITLE SHEET1
PRELIMINARY GRADING PLAN2
SECTIONS AND DETAILS3
BMP EXHIBIT / ROOF PLAN4
MAP 1722
PM 1339
ROS 9164
ROS 14504

THIS IS A MAP OF AN AIRSPACE CONDOMINIUM SUBDIVISION PROJECT AS DEFINED IN SECTION 4125 OF THE CIVIL CODE OF THE STATE OF CALIFORNIA, AND IS PURSUANT TO THE SUBDIVISION MAP ACT. THIS PROJECT IS

COMPRISED OF A ONE LOT CONDOMINIUM SUBDIVISION AND CONTAINS A MAXIMUM OF 33 AIRSPACE CONDOMINIUM RESIDENTIAL UNITS AND 36 UNITS TOTAL (3X COMMERCIAL UNITS AND 33 RESIDENTIAL UNITS)
GROSS ACREAGE= 30,116 SF / 0.691 ACRES
LESS BEACHES= 0 SF / 0 ACRES
LESS PERMANENT BODIES OF WATER= 0 SF / 0 ACRES
LESS FLOODWAYS= 0 SF / 0 ACRES
LESS SIGNIFICANT WETLANDS= 0 SF / 0 ACRES
LESS SIGNIFICANT WOODLAND HABITATS= 0 SF / 0 ACRES
LESS LAND SUBJECT TO MAJOR POWER TRANSMISSION EASEMENTS = 0 SF / 0 ACRES LESS RAILROAD TRACK BEDS= 0 SF / 0 ACRES
NET ACRES= 30,116 SF / 0.691 ACRES
SLOPESAREA (SF / ACRES)DENSITY (DU)*DWELLING UNITS
0% - 25%30,116 SF / 0.691 ACRES 28-35 19.3 - 24.2 25% - 40% 0 SF / 0 ACRES 28-35 0
40% +0 SF / 0 ACRES 28-35 0
*PER THE LAND USE ELEMENT - VILLAGE CENTER (VC): 28-35 DWELLING UNITS PER ACRE TOTAL = 19.3-24.2

PLAN VIEW - SITE LAYOUT
SCALE: 1" = 40'
LEGEND

PROPERTY BOUNDARY

CENTERLINE OF ROAD

EXISTING LOT LINE

PUBLIC RIGHT-OF-WAY

EXISTING EASEMENTS

SETBACK LINE

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE

PROPOSED FLOWLINE

PROPOSED DIRECTION OF FLOW
PROPOSED 6" PCC CURB PER SDRSD G-02*

PROPOSED SAWCUT OF EXISTING PAVEMENT
PROPOSED PCC PAVEMENT*

PROPOSED TRENCH RESURFACING PER CITY OF
CARLSBAD STANDARD GS-26, GS-27, GS-28
3" AC GRIND AND OVERLAY

EXISTING FENCE

EXISTING WATER MAIN (SIZE PER PLAN)

EXISTING SEWER MAIN (SIZE PER PLAN)

EXISTING GAS MAIN (SIZE PER PLAN)
PROPOSED 1" IRRIGATION WATER SERVICE, METER,
AND BACKFLOW PER CMWD STANDARD W-3, W-6

PROPOSED DOMESTIC WATER SERVICE, METER,
AND BACKFLOW PER CMWD STANDARD W-4, W-6
(SIZE PER PLAN)

PROPOSED PVC PRIVATE STORM DRAIN PIPING
(SIZE PER PLAN)
PROPOSED 6" FIRE WATER SERVICE AND 6" DDCVA
BACKFLOW PER CMWD STANDARD W-9

PROPOSED PVC SEWER LATERAL AND CLEANOUT
WITH 12" CAST IRON LID PER CITY OF CARLSBAD
STANDARD S-6 (SIZE PER PLAN)

PROPOSED PCC DRIVEWAY APRON PER SDRSD
G-14A* (WIDTH PER PLAN)

PROPOSED RETAINING MASONRY WALL

PROPOSED RAISED PLANTER BIOFILTRATION BMP
*AS MODIFIED BY CITY OF CARLSBAD STANDARDS
XX
WW
SS
GG
W
64 64
SS
SS
N
W
WW
SDSD

EASEMENT / DEDICATION NOTES
PROPOSED 11.0' AND 3.0' WIDE PUBLIC UTILITY EASEMENT AND PUBLIC

STREET EASEMENT TO THE CITY OF CARLSBAD
PROPOSED 5.0' WIDE SEWER EASEMENT TO THE CITY OF CARLSBAD 1 J:\ACTIVE JOBS\4183 RINCON ROOSEVELT\CIVIL\DRAWING\DISCRETIONARY PLANS 14 BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83) [EPOCH 1991.35], ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS 122 AND 130 BEING A GRID BEARING OF S 63°33'34" W AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271 (CITY OF CARLSBAD SURVEY CONTROL), FILED ON FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY.

EXISTING EASEMENTS NOTES
ITEMS 1 THROUGH 9 ARE NON MAPPING ITEMS AND HAVE BEEN
OMITTED HEREON.

RINCON ROOSEVELT
2747/2775 ROOSEVELT STREET
CT 2024-0008 / SDP 2024-0022 / PUD 2024-0008

LOT LINE NOTE
PORTIONS OF EXISTING LOTS 29 & 30 AS SHOWN ON MAP 1722 AND EXISTING PARCEL 2 AS SHOWN ON MAP 1339 WILL BE CONSOLIDATED INTO ONE LOT TO CREATE 23 AIRSPACE CONDOMINIUM RESIDENTIAL UNITS AND 26 UNITS TOTAL (3X COMMERCIAL UNITS AND 23 RESIDENTIAL UNITS)
2 TRAFFIC NOTES
EXISTING:

AVERAGE DAILY TRAFFIC GENERATED 117 TRIPS / DAY
(8 DU * 6 TRIPS / DU + 1,735 SF * 40 TRIPS / 1000 SF)*** AM PEAK HOUR (RESIDENTIAL)4 PEAK HOUR (1 INBOUND / 3 OUTBOUND) PM PEAK HOUR (RESIDENTIAL)4 PEAK HOUR (3 INBOUND / 1 OUTBOUND) AM PEAK HOUR (COMMERCIAL)2 PEAK HOUR (1 INBOUND / 1 OUTBOUND) PM PEAK HOUR (COMMERCIAL)6 PEAK HOUR (3 INBOUND / 3 OUTBOUND) PROPOSED:

AVERAGE DAILY TRAFFIC GENERATED (PROPOSED) 344 TRIPS / DAY (33 DU * 6 TRIPS / DU + 3,662 SF * 40 TRIPS / 1,000 SF)*** AM PEAK HOUR (RESIDENTIAL)16 PEAK HOUR (3 INBOUND / 13 OUTBOUND) PM PEAK HOUR (RESIDENTIAL)17 PEAK HOUR (12 INBOUND / 5 OUTBOUND) AM PEAK HOUR (COMMERCIAL)5 PEAK HOUR (3 INBOUND / 2 OUTBOUND) PM PEAK HOUR (COMMERCIAL)14 PEAK HOUR (7 INBOUND / 7 OUTBOUND) AVERAGE DAILY TRAFFIC GENERATED (NET) 227 TRIPS / DAY INCREASE ***PER "BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATES FOR THE SAN DIEGO REGION" BY SANDAG DATED APRIL 2002:

SPECIALTY RETAIL/STRIP COMMERCIAL (40 TRIPS / 1,000 SF) CONDOMINIUM OR ANY MULTI-FAMILY >20 DU/AC (6 TRIPS / 1 DU) ROS 17188
PM 21084
ROS 22811
Sept. 29, 2026
Item #9 Page 23 of 195
Sept. 29, 2026
Item #9 Page 24 of 195
PL
APN: 203-101-34-00FF = 43.5

5.7'

4.0'

11.5'

0.33'
(41.1 FG)

47.8 TW

43.9 BW@FG
BMP #3

46.8 FG

EXISTING GRADE

PROPOSED RETAINING MASONRY WALL

PER STRUCTURAL DESIGN WITH
42" CABLE RAIL FENCE PER LS PLANS

PROPOSED RAISED PLANTER
BIOFILTRATION BMP (TYP.);

SEE DETAIL THIS SHEET

PROPOSED SWALE

43.6 FG

4.5'
PLAPN: 203-181-09-00
FF = 43.5

6.1'

4.0'

11.7'

0.33'
(43.2 FG)

50.0 TW

45.7 BW@FG
BMP #2

49.0 FG

PROPOSED RETAINING MASONRY WALL

PER STRUCTURAL DESIGN WITH
42" CABLE RAIL FENCE PER LS PLANS

PROPOSED RAISED PLANTER
BIOFILTRATION BMP (TYP.);

SEE DETAIL THIS SHEET

PROPOSED SWALE

45.4 FG

4.5'
**REMEDIAL

GRADING CUT

5.0'APPROX. EX. BUILDING FOOTING;

CONFIGURATION UNKNOWN
EX. BUILDING ~42.0 FF
APPROX. EX. BUILDING FOOTING;

CONFIGURATION UNKNOWN

PROPOSED STEM WALL

PROPOSED STEM WALL
REMEDIAL GRADING "ABC" SLOT CUT
1:1 INFLUENCE LINE

REMEDIAL GRADING
"ABC" SLOT CUT
1:1 INFLUENCE LINE 1:1 REMEDIAL

CONFORM TRANSITION
1:1 REMEDIAL

CONFORM TRANSITION
X
X
12"/14"

PONDING DEPTH

PER BMP TABLE
12"/14"
11" LAYER OF 3/4"

CLEAN CRUSHED ROCK
4" THICK CHOKER COURSE
OF 3/8" PEA GRAVEL
18" THICK LAYER OF
ENGINEERED SOIL; *SEE

NOTE BELOW

STRUCTURALLY

DESIGNED RAISED
PLANTER BOX; DESIGN

BY OTHERS
PLANTER WATERPROOFING;

IMPERVIOUS LINER ALONG THE

SIDES AND BOTTOM OF THE BASIN

ROOF DOWNSPOUT PIPE

DEEP ROOTED, DENSE,

DROUGHT TOLERANT

PLANTING SUITABLE FOR

WELL-DRAINED SOIL

CATCH BASIN BY BROOKS PRODUCTS

OR APPROVED EQUAL FOR EMERGENCY
OVERFLOW; SIZE PER PLANS

PVC OUTLET
PIPE; SIZE PER
PLAN (TYP.)
3"
6" DIAMETER

PERFORATE

UNDERDRAIN PIPE

PLANTER WATER

PROOFING

IMPERVIOUS LINER
FS ELEV.

PER PLAN
TW ELEV. =
BMP FG + 12"
3" HARDWOOD
MULCH

CLEANOUT /

INSPECTION PORTFREEBOARD PER

BMP TABLE
*BIOFILTRATION "ENGINEERED SOIL" LAYER SHALL BE EVENLY MIXED COMPOSITION OF WASHED SAND, SANDY LOAM TOPSOIL, AND HUMIC COMPOST. THE MIX SHALL CONTAIN 65% SAND, 20% TOPSOIL, AND 15% COMPOST OR HARDWOOD MULCH IN ACCORDANCE WITH COUNTY OF SAN DIEGO LID BIOSWALE MEDIA BIO65 CUT SHEET.

GUTTERLINE

SAWCUT LINE

3.0' MIN

2.0' MIN
6" PCC CURB & GUTTER
PER SDRSD G-02
STRUCTURAL SECTION 4" AC
OVER 6" CLASS II AB OVER NATIVE
SUBGRADE COMPACTED TO 95%
REL. COMP.

COLD PLAN AND OVERLAY (3" MIN.

DEPTH) TO PROVIDE SMOOTH

TRANSITION

EXISTING AC PAVEMENT
XXX
X

EV CAPABLE EV CAPABLE EV CAPABLEADA VAN

EV CAPABLE

EV READYEV READY EV READY

EV READY

EV READY EV READYEV READYEV READY

EV READY

ADA VAN

EV READY

W/ CHARGER

EV READY

W/ CHARGER

EV READY

W/ CHARGER

COMPACTCOMPACTCOMPACT

COMPACT COMPACT COMPACT

COMPACT

COMPACTCOMPACT

COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT B
A
A
B

ROOSEVELT STREET
C
C
PL

3.0'

11.0'

14.0' PKWY

22.0' TO TC

69.0'
VARIES
(3-5%)

PROPOSED AC

PAVEMENT SAWCUT
EX. CURB AND
GUTTER
PROP. 6" PCC CURB AND
GUTTER PER SDRSD G-02
EX. SIDEWALK
EX. 6" ACP WATER MAIN
EX. 8" VCP SEWER MAIN
CL
(3-5%)
ROW

2.0%
EX. 1.5" GAS MAIN
PROP. 4" PCC SIDEWALK
PER SDRSD G-07

SUBJECT

PROPERTY

2.5'

8.5'
PROP./EX. TREE

36.0'
PL
EX.

3.0' / 11.0'

DEDICATION
PL
COMMERCIAL #1
FF = 44.0

3.3'

17.5'

43.9 TC
(43.4 FL)

48.5 TW

44.0 BW@FG
BMP #1

47.5 FG

EXISTING GRADE

PROPOSED RAISED PLANTER
BIOFILTRATION BMP (TYP.);

SEE DETAIL THIS SHEET

3.5'
PLAPN: 203-181-19-00
FF = 43.5

7.1'
(40.8 FG)

41.3 FG

14.0'

1.5%

ROOSEVELT
STREET
PROPOSED 4" PCC SIDEWALK
PER SDRSD G-7
PROPOSED 6" CURB AND
GUTTER PER SDRSD G-02

SAWCUT EXISTING AC PAVEMENT
PER DETAIL THIS SHEET**REMEDIAL

GRADING CUT
EXISTING 6" VCP SEWER
~32.7 IE

5.0'

PROPOSED DEEPENED

FOOTING

5.0'

SEWER ESMT
1:1 INFLUENCE LINE
1:1 INFLUENCE LINE REMEDIAL GRADING
"ABC" SLOT CUT

11.0'3.0'
1:1 REMEDIAL

CONFORM TRANSITION

REMEDIAL GRADING
"ABC" SLOT CUT
1:1 REMEDIAL

CONFORM TRANSITION
4" ATRIUM GRATE

WALL DRAINAGE
(CRUSHED
AGGREGATE, TYP.)
4" FRENCH DRAIN TO

OUTLET THROUGH

WALL FACE OR
CONNECT TO PVT S.D.

LEVEL OR SLOPED

BACKFILL PER PLAN

WATERPROOFING
H = EXPOSED

HEIGHT OF WALL
TW = TOP OF WALL

AT FINISHED

SURFACE
BW = BOTTOM OF

WALL AT

FINISHED GRADE

PCC CURB &

GUTTER (SIZE

PER PLAN)

PCC CURB &

GUTTER (SIZE

PER PLAN)
BB
A
A
18" WIDE CURB CUT

CENTERED ON TREE

WELL (SEE DETAIL D-D)

SPLASH PAD
PER GS-5.06

LIMITS OF STRUCTURAL SOIL
BELOW (4' DEEP X 10' X 9')
15' DIAMETER CANOPY STREET
TREE WITH 360 CF MIN

STRUCTURAL SOIL
LIMITS OF 30 MIL PLASTIC

IMPERMEABLE LINER ALONG

SIDES OF STRUCTURAL SOIL
6" THICK, 18" DEEPENED

EDGE SIDEWALK TREATMENT,

SEE SECTION B-B BELOW
TREE WELL GRATE COVER 4' X 4'

CONSTRUCT CONTIGUOUS

PCC SIDEWALK
ROOT
BALL

10.0' LIMITS OF STRUCTURAL SOIL
6" SAND FILTER
LAYER

ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC

IMPERMEABLE LINER
*48" DEEP STRUCTURAL
SOIL; STRUCTURAL PER
A-1 STRUCTURAL SOIL OR

APPROVED EQUAL

DEEP ROOT TREE

BUBBLER PER
SDRSD DWG I-4
UNCOMPACTED SUBGRADE 8"

ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC

IMPERMEABLE LINER
3"
MULCH

5.0'

4.0' TREE GRATE FRAME
9" X 30" TREE

GRATE SUPPORT
4" X 8 SMOOTH DOWELS
@ 18" OC, GREASED ON
ONE END, TYP. ALL SIDES
PER SDC GS DS GS-1.02
#4 @ 18" O.C. BOTH WAYS
PER SDC GS DS GS-1.02
INSTALL 30 MIL PLASTIC IMPERMEABLE

LINER WHERE CONCRETE IS POURED OVER
ENGINEERED SOIL (TYP.)
4' X 4' CASCADE TREE GATE FRAME WITH

COATED IRON IN MATT BLACK FINISH BY
URBAN ACCESSORIES; INSTALL GRATE

PER MANUFACTER'S SPECIFICATIONS
3"
6" PCC C&G
PER SDRSD G-2

STREET FLOW

COMPACTED

SUBGRADE

9.0' LIMITS OF STRUCTURAL SOIL

ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC

IMPERMEABLE LINER
48" DEEP STRUCTURAL
SOIL; STRUCTURAL PER
A-1 STRUCTURAL SOIL

OR APPROVED EQUAL

DEEP ROOT TREE

BUBBLER PER
SDRSD DWG I-4

UNCOMPACTED SUBGRADE
3" MIN MULCH
LAYER
4" OPENING FOR

DRAINAGE
30 MIL PLASTIC

IMPERMEABLE LINER
SPLASH

PAD PER SDC GS
DS GS-5.06
6"8"

PCC SIDEWALK PER
SDRSD G-7

4.0' TREE GRATE FRAME
4" X 8" SMOOTH DOWELS
@ 18" OC, GREASED ON
ONE END, TYP. ALL SIDES
PER SDC GS DS GS-1.00

CURB CUT PER

DETAIL THIS
SHEET
4' X 4' CASCADE TREE GATE FRAME
BY URBAN ACCESSORIES; INSTALL

GRATE PER MANUFACTER'S

SPECIFICATIONS
6" SAND

FILTER LAYER

COMPACTED

SUBGRAED

ROOT BARRIER
PER SDRSD L-6
9" X 30" TREE

GRATE SUPPORT
3"
ROOT
BALL

4.0'
PL
#4 @ 18" O.C. BOTH WAYS
PER SDC GS DS GS 1-.00
TOP OF 6" PCC C&GTOP OF 6" PCC C&G

4.5'

FLOWLINE
(PER PLAN)

FLOWLINE
(PER PLAN)1" GUTTER DEPRESSION
@ TREE WELL
1" VERTICAL GUTTER TRANSITION OVER 1'

HORIZONTAL

1.5' CURB CUT
OPENING 1.0' 1.0'
7"
1"

2.5'
6" PCC C&G PER
SDRSD G-2

STREET FLOW

COMPACTED

SUBGRADE

CURB CUT PER

DETAIL THIS
SHEET
30 MIL PLASTIC

IMPERMEABLE LINER

AND ROOT BARRIER
9" X 30" PCC TREE

GRATE SUPPORT PER
SDRSD L-4

SPLASH PAD PER
GS-5.06
12"
12"
9" x 30" x 12" DEEP TYPE 1 SPLASH PAD PER
SDC DS GS-5.06 (NO. 2 COARSE

AGGREGATE ROCK)
R=6" (TYP.)
6" PCC C&G PER SDRSD G-02 GUTTER LIP

2.5' 1.0' 1.0'
AA
B
B
18" CURB CUT OPENING CENTERED AT

TREE WELL LOCATION AS SHOWN ON
SHEET 4

GUTTER LIP

4.5' GUTTER DEPRESSION
6" PCC C&G PER SDRSD G-02

EXISTING GRADE
PLAPN: 203-181-09-00
FF = 43.5

6.1'

4.0'

11.7'

0.33'
(42.3 FG)

50.0 TW

45.0 BW@FG
BMP #2

49.0 FG

PROPOSED RAISED PLANTER
BIOFILTRATION BMP (TYP.);

SEE DETAIL THIS SHEET

PROPOSED SWALE

44.7 FG

4.5'
**REMEDIAL

GRADING CUT

EXISTING FREESTANDING WALL

TO BE PROTECTED IN PLACE

PROPOSED STEM WALL

RETAINING WALL DRAINAGE

PER DETAIL THIS SHEET

REMEDIAL GRADING
"ABC" SLOT CUT
1:1 REMEDIAL

CONFORM TRANSITION

PROPOSED RETAINING MASONRY WALL

PER STRUCTURAL DESIGN WITH
42" CABLE RAIL FENCE PER LS PLANS
X

STORM DRAIN PIPE
(SIZE PER PLAN)
520-C-2500 PCC

CONCRETE

PCC HEADWALL
THICKNESS=8"
J:\ACTIVE JOBS\4183 RINCON ROOSEVELT\CIVIL\DRAWING\DISCRETIONARY PLANS 34 SECTIONS AND DETAILS FOR:

SECTION B-B

NOT TO SCALE

SECTION A-A

NOT TO SCALE

TYPICAL DETAIL - AC PAVEMENT SAWCUT

NOT TO SCALE

TYPICAL DETAIL - RAISED PLANTER

NOT TO SCALE

PLAN VIEW - SECTION KEY MAP
SCALE: 1" = 60'

TYPICAL SECTION - ROOSEVELT STREET

NOT TO SCALE

RINCON ROOSEVELT
2747/2775 ROOSEVELT STREET
CT 2024-0008 / SDP 2024-0022 / PUD 2024-0008

TYPICAL DETAIL - RETAINING

WALL DRAINAGE

NOT TO SCALE

PLAN VIEW - TREE WELL W/ GRATE
MODIFIED SDC GS DS GS-1.00, GS-1.02, GS-1.05

NOT TO SCALE

SECTION A-A - TREE WELL W/ GRATE
MODIFIED SDC GS 1.02

NOT TO SCALE

SECTION B-B - TREE WELL W/ GRATE
MODIFIED SDC GS 1.02

NOT TO SCALE
PLAN VIEW - CURB CUT @ TREE WELL
MODIFIED SDC GS DS GS-5.01

NOT TO SCALE
SECTION A-A - CURB CUT @ TREE WELL
MODIFIED SDC GS DS GS-5.01

NOT TO SCALE
SECTION B-B - CURB CUT @ TREE WELL
MODIFIED SDC GS DS GS-5.01

NOT TO SCALE

SECTION C-C

NOT TO SCALEBMP TABLE

PONDING
BMP 1
6"
BMP 2
6"
BMP 3
6"
BMP 4
8"
FREEBOARD6" 6" 6" 6"
BMP 5
8"
6"
SCALE: NOT TO SCALE

TYPICAL DETAIL - MODIFIED CUTOFF WALL
**REMEDIAL GRADING NOTE: ANTICIPATED LIMITS OF REMEDIAL GRADING SHOWN HEREON PER GOETECHNICAL ENGINEER RECOMMENDATIONS. NO OFFSITE GRADING IS PROPOSED. SLOT

CUTTING IS ANTICIPATED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE LETTER FROM GEOTEK, INC. TITLED TEMPORARY EXCAVATION RECOMMENDATIONS DATED APRIL 30, 2025 Sept. 29, 2026
Item #9 Page 25 of 195

X X X X X X

X X X X X X X X X X X X X X X X X
X
X
X X
X
X X
X
X
X

XXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X X

X X X X
X
X
X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX

XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
W
W W W
S
S
S
S S
S S
S
S
S
S S
S
S
S
S S
S
S
S
S S
S
S
S
S S

X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

W W WS S S S S S S S S S S S S
S

S S S S S S S S S S S S S
W
W
W
W
W
WW
W
W
W
W
WW
W
W
W
W
WW
W
W
W
W
WW
W
WW E
C
E
45 45
45 44
44 44
44 44
44 44
44 43
43 43
43 43
43 43
43 42
42 42
42 42
42 41
41 41
41 4040
1 STORY
BLDG
1 STORY
BLDG
2 STORY
BLDG
1 STORY
BLDG
STAIRS
X

XXXXXXXXXXXXX

XXXXXXXXXXXXX
X

EV CAPABLE EV CAPABLE EV CAPABLEADA VAN

EV CAPABLE

EV READYEV READY EV READY

EV READY

EV READY EV READYEV READY EV READY

EV READY

ADA VAN

EV READY

W/ CHARGER

EV READY

W/ CHARGER

EV READY

W/ CHARGER

COMPACTCOMPACTCOMPACT

COMPACT COMPACT COMPACT

COMPACT

COMPACTCOMPACT

COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

F F F F F

S S S S

S S S S
CC

W W W W W
WV
WV
WV
WM

SD SD SD
SD
SD

SD SD SD SD SD SD

W W W W W

W W W W WWM
WM
WM

SD SD SD SD
WW
WWW
W
W
W
WWW
W
W
W
WWW
W
W
W
W
S55°57'26"W

8.00'
N34°00'03"W 62.12'
S55°55'53"W

8.00'
N34°00'03"W 64.07'
S55°57'46"W 162.64'
N34°00'41"W 188.32'
S55°59'03"W 162.67'
N34°00'03"W 62.06'

ROOSEVELT STREET
APN: 203-181-09-00
APN: 203-101-11-00
APN: 203-181-19-00
BMP #1
A = 49 SF
BMP #2
A = 272 SF
BMP #3
A = 324 SF
BMP #5
A = 219 SF
BMP #4
A = 144 SF

POINT OF
DISCHARGE #3

POINT OF
DISCHARGE #1

POINT OF
DISCHARGE #2
(184 SF) DE MINIMIS

DMA PER BMP DESIGN
MANUAL 5.2.2
(2,269 SF) SELF-MITIGATING

AREA PER BMP DESIGN
MANUAL 5.2.1
APN: 203-101-34-00
2ND FLOOR

AMENITY COURTYARD
DMA 1
AREA = 1,344 SF
(0.031 AC)
DMA 2
AREA = 5,553 SF
(0.127 AC)
DMA 3
AREA = 11,409 SF
(0.262 AC)
DMA 5
AREA = 4,329 SF
(0.099 AC)
DMA 4
AREA = 3,456 SF
(0.079 AC)

PROPOSED

TREE WELL
DMA 6
AREA = 10,639 SF
(0.244 AC)
X
X
XX
X
X X
X
X X
X
X
X
X

GGGGGGGGGGGGG

S S S S
S

S S S S
W
WW
W
W
W
W
W
W
WWWW E
C
E
46 46
46 46
46 45
45 45
45 45
45 44
44 44
44 44
44 44
43 43
43 43
42 42
42 F
SS
CC
W
WV
WV
WV
WM
SD
W
W
W
WM
WM
WM
SD
W
WW
W
DY
H

ROOSEVELT STREET

HIGH POINT
~(47.0 TC)
~(46.5 FL)

PROPOSED

TREE WELL
DMA 6
AREA = 10,639 SF
(0.244 AC)
GRAPHIC SCALE: 1" = 10'
010'20'30'
J:\ACTIVE JOBS\4183 RINCON ROOSEVELT\CIVIL\DRAWING\DISCRETIONARY PLANS

SITE PLAN
SCALE : 1" = 10'

RINCON ROOSEVELT
2747/2775 ROOSEVELT STREET
CT 2024-0008 / SDP 2024-0022 / PUD 2024-0008
44 DMA EXHIBIT / ROOF PLAN FOR:

BMP / PLANTER OUTLET SCHEMATIC

DMADRAINS TO OUTLET PIPE

DRAINS TO

ULTIMATE

POINT OF

DISCHARGE
1BMP 1
(SURFACE)
2 SIDEWALK UNDERDRAIN
1 BMP 2
(SURFACE)
3 4
BMP 3
(SURFACE)
BMP 4
(SURFACE)

CURB OUTLET PER
SDRSD D-25
BMP 5
(SURFACE)
2 3
1 5SIDEWALK UNDERDRAIN1

WATER QUALITY CALCULATIONS - ROOF PLAN

DMAAREA (SF)IMPERVIOUS
(SF)

MINIMUM

BIOFILTRATION

REQUIRED (SF)

PLANTER AREA

PROVIDED (SF)
11,3441,2433449
25,5535,531150272
311,409 11,355307324
43,4563,31790144
54,3294,249115219
DMA

LOCATION
2ND FLR
BMP

LOCATION
1ST FLR
1ST FLR
1ST FLR
ROOF
2ND FLR
2ND FLR

SIDEWALK UNDERDRAIN

SIDEWALK UNDERDRAIN ROOF
ROOF
ROOF

SEE DETAIL A FOR CONTINUATION

DETAIL A
SCALE : 1" = 40'
LEGEND

PROPERTY BOUNDARY

CENTERLINE OF ROAD

ADJACENT PROPERTY LINE / RIGHT-OF-WAY

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE

LIMIT OF AREA DISTURBED

DMA DRAINAGE BASIN BOUNDARY

PROPOSED / REMOVED AND REPLACED IMPERVIOUS

AREA WITHIN DISTURBED AREA OF SITE

PROPOSED PLANTER / BMP AREA

SELF-MITIGATING AREA PER CITY OF CARLSBAD BMP
DESIGN MANUAL SECTION 5.2.1

DE MINIMIS AREA PER CITY OF CARLSBAD BMP
DESIGN MANUAL SECTION 5.2.2

ROUTINE MAINTENANCE AREA PER BMP DESIGN
MANUAL SECTION 1.3
EQUIVALENT AREA SWAP TAKEN (1,076 SF)
(EXISTING AND NEW / REPLACED IMPERVIOUS AREA

BYPASSING TREATMENT)
EQUIVALENT AREA SWAP GIVEN (1,076 SF)

OFFSITE TRIBUTARY AREA TO TREE WELL NOT

SUBJECT TO POLLUTANT REQUIREMENTS
64 64

GROUNDWATER INFORMATION

SOIL TYPE INFORMATION
SOIL: TYPE B SOILS PER WEB SOIL SURVEY APPLICATION AVAILABLE

THROUGH UNITED STATES DEPARTMENT OF AGRICULTURE

TREATMENT CONTROL BMPS
BIOFILTRATION BASIN BF-1

COARSE SEDIMENT YIELD
NO CRITICAL COARSE SEDIMENT YIELD AREAS TO BE PROTECTED.

REFER TO PRIORITY DEVELOPMENT PROJECT SWQMP PREPARED

BY PASCO, LARET, SUITER & ASSOCIATES
TOTAL GROSS SITE AREA29,107 SF (0.67 AC)
EXISTING IMPERVIOUS AREA14,000 SF (0.32 AC)
EXISTING PERVIOUS AREA15,107 SF (0.35 AC)
TOTAL AREA DISTURBED BY PROJECT (ONSITE)28,544 SF (0.66 AC) TOTAL PROPOSED / REPLACED IMPERVIOUS AREA (ONSITE) 25,879 SF (0.59 AC) TOTAL AREA DISTURBED BY PROJECT (TOTAL)32,022 SF (0.74 AC) TOTAL PROPOSED / REPLACED IMPERVIOUS AREA (TOTAL) 27,997 SF (0.64 AC)

PROJECT SITE - AREA CALCULATIONS
GROUNDWATER ENCOUNTERED AT DEPTHS BETWEEN 9' AND 13.5' PER

PRELIMINARY GEOTECHNICAL INVESTIGATION PERFORMED BY
ADVANCED GEOTECHNICAL SOLUTIONS, INC.

Sept. 29, 2026
Item #9 Page 26 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 - 2775 ROOSEVELT STREET - CARLSBAD, CA 92008
2317
sheet

ARCHITECTURAL SITE PLAN
A101
Stephen Dalton Architects
444 S. CEDROS. STUDIO 185
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916 CT 2024-0008 / SDP 2024-0002 Grass
5003

42.62 WV
5007

42.05 SDGE HH
5008

42.17 COR VAULT
5009

42.21 COR VAULT
5010

42.13 COR VAULT
5011

42.12 COR VAULT
5012

42.03 CATV BOX
5013

42.11 WM
5014

39.94 EOC
5015

40.12 EOC
5016

40.21 EOC
5017

40.03 EOC
5018

45.33 FW
5019

45.10 FW/END
5020

44.99 FENCE/INTERSECTION
5021

45.63 FENCE
5022

45.58 FENCE
5023

45.88 FENCE
5024

46.36 FENCE/END
5025

46.15 BLDG/COR
5026

47.96 BLDG/COR
5027

46.45 BLDG/FACE
5028

48.90 BLDG/COR
5029

48.64 BLDG/OVERHANG
5030

54.54 BLDG/COR
5031

42.13 EOC
5032

42.38 EOC
5033

42.82 EOC
5034

43.26 EOC
5035

42.86 EOC
5036

42.97 EOC
5037

43.02 EOC
5038

42.88 EOC
5039

43.00 12IN/TREE
5040

43.81 19IN/TREE
5042

43.58 EOC
5043

43.88 EOC
5044

43.98 EOC
5045

44.42 EOC
5046

44.75 EOC
5047

44.89 EOC
5048

45.29 EOC
5049

43.55 EOC
5050

43.66 EOC
5051

43.73 EOC
5052

43.59 EOC
5053

44.26 EOC
5054

44.41 EOC
5055

44.50 EOC
5056

44.38 EOC
5057

44.37 22IN/TREE 5058

44.38 WM
5059

45.10 ST/LT
5060

45.01 SDG&EHH
5061

45.05 ATT/VAULT
5062

45.17 ATT/VAULT
5063

45.22 ATT/VAULT
5064

45.12 ATT/VAULT
5065

45.28 IRON/FENCE
5066

45.19 IRON/FENCE
5159
1FT O/S TO WD FENCE POL
5160

42.17 1FT O/S TO WD FENCE POL
5161

42.27 2FT O/S TO 8IN BLOCK WALL END
5162

43.71 2FT O/S TO 8IN BLOCK WALL POL
5163

42.86 TFC END
45 45
45 44
44 44
44 44
44 43
43 43
43 43
43 43
42 42
42 42
42 41
41 41
41 41
40 40
40 1 STORY
BLDG
1 STORY
BLDG
2 STORY
BLDG
1 STORY
BLDG
STAIRS
C C
WV
WVWV

WM WM WMWM
1 1
6 6

A FB C D E
5 5
4 4
3 3
2 2

EV CAPABLE EV CAPABLE EV CAPABLE ADA VAN

EV CAPABLE

EV READY EV READYEV READY

EV READY

EV READY EV READY EV READY EV READY

EV READY

ADA VAN

EV READY

W/ CHARGER

EV READY

W/ CHARGER

EV READY

W/ CHARGER

8.49' 122.50' 20.68'

8.00'ROW

DEDICATION

25.00' TO CENTERLINE

7.02'
STBK

11.50'
STBK

20.00'

DRIVEWAY

44.00'

10.00'

24.00'

28.52'

25.02'

28.99'

5.00'
MAX
FRONT

SETBACK

7.50'

6.00' 6.00' 6.00'

18.49'

3.00'

PUBLIC STREET AND

UTILITY EASEMENT

8.00'
ROW

DEDICATION

5.50'

4.50'

3.50'

4.50'

20.50'

4.50'

6.13'5.37'

5.17'

3.35'

7.00'

2.25'

3.35'

5.17'

3.27'

3.80'

3.37'

5.17'

6.13' 5.61'

6.50' 5.24'

4.50' 8.25'
188.25'

01.34 32.04

05.19 01.34

33.05 01.04

01.01 10.01

02.04 12.02

02.0402.04

01.27 01.27

01.34 32.04

01.34 01.34

01.34 03.13

03.13 01.11

01.21 33.0933.09

21.01 21.01

ROOSEVELT ST
N 33° 59' 42" W 64.06'
N 34° 00' 28" W 124.20'
N 55° 57' 20" E 162.67'
N 33° 59' 38" W 62.06'
N 33° 59' 42" W 62.12'
N 55° 57' 31" E 162.55'
N

16.50'

26.00'

DRIVE AISLE

24.00'

DRIVE AISLE
N 55° 57' 26" E 8.00' N 55° 57' 00" E 8.00'

FIRE TRUCK
10FT FROM CURB
<150' HOSE PULL
<150' HOSE PULL
STAND
PIPE
STAND
PIPE
<150' HOSE PULL<150' HOSE PULL

EXISTING FIRE

HYDRANT

STANDPIPE
@ STAIR

STAIR TO ROOF
STAIR TO ROOF 32.24

32.07 32.07 32.07

02.05 33.07

33.08 33.02 33.08

33.02 PROPOSED 4-STORY

MIX-USE BUILDING
COMMERCIAL #1COMMERCIAL #2COMMERCIAL #3
LOBBY

SITE PLAN LEGEND

PROPOSED BUILDING FOOTPRINT
PROPOSED BMP BASIN: REF. CIVIL PLANS
TBD
TBD
TBD
TBD
TBD
TBD

PROJECT TEAM
DEVELOPER 2747 ROOSEVELT LLC
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
949.637.3254

ARCHITECT STEPHEN DALTON ARCHITECTS
444 S CEDROS AVE, STUDIO 185
SOLANA BEACH, CA 92075
858.792.5906

CIVIL PASCO, LARET, SUITER & ASSOCIATES
535 NORTH HIGHWAY 101 SUITE A
SOLANA BEACH, CA 92075
858.259.8212

LANDSCAPE GILLESPIE MOODY PATTERSON (GMP), INC
3176 LIONSHEAD AVENUE, SUITE 102
CARLSBAD, CA 92010
858.558.8977

SMEP GOUVIS ENGINEERING
15 STUDEBAKER
IRVINE, CA 92618
949.752.1612

PROJECT

LOCATION

VICINITY MAP

GRAND AVE
STATE
ST

BEECH ST

ROOSEVELT
ST
N

FIRE NOTES

CONSTRUCTION TYPE SHALL BE IIIA

HORIZONTAL EXIT W/ MAG-HOLD DOOR SYSTEM SHALL
BE PROVIDED AT LEVELS 2, 3, AND 4.

EXTERIOR BEARING WALLS SHALL BE 2-HR RATED.

PROJECT SHALL COMPLY WITH NFPA 13 & 14
STANDARDS.

SPRINKLER DENSITY: 15/2000 SF.

STANDPIPES SHALL BE PROVIDED AT EXTERIOR AND
STAIRS 1 & 2.

STAIRS 1 SHALL EXTEND TO ROOF.

COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE

EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC

SPRINKLER AND STANDPIPE SYSTEMS AND OTHER

SPECIAL FIRE EXTINGUISHING SYSTEMS AND RELATED
APPURTENANCE’S SHALL BE SUBMITTED TO THE CITY

OF SAN DIEGO FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.

COMPLETE PLANS AND SPECIFICATIONS FOR FIRE

ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF

SAN DIEGO DEVELOPMENT SERVICES FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION. CFC 907.1.1

LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS
SHALL BE IN ACCORDANCE WITH CFC 906 AND
CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19.

DURING CONSTRUCTION AT LEAST ONE EXTINGUISHER

SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH

STAIRWAY, IN ALL STORAGE AND CONSTRUCTION

SHEDS, IN LOCATIONS WHERE FLAMMABLE OR

COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND

WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER
CFC SECTION3315.1

IN BUILDINGS THAT REQUIRE STANDPIPES, STANDPIPES

SHALL BE PROVIDED DURING CONSTRUCTION WHEN
THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST
LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. A FIRE

DEPARTMENT CONNECTION SHALL BE NO MORE THAN
100 FEET FROM THE AVAILABLE FIRE DEPARTMENT
VEHICLE ACCESS ROADWAYS. CFC SECTIONS 3310,
3313.

BUILDINGS UNDERGOING CONSTRUCTION,

ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC
CHAPTER 33. WELDING, CUTTING, AND OTHER HOT

WORK SHALL BE IN CONFORMANCE WITH CFC
CHAPTER 35.

WALL, FLOOR AND CEILING FINISHES AND MATERIALS

SHALL NOT EXCEED THE INTERIOR FINISH
CLASSIFICATION IN CBC TABLE 803.9 AND SHALL MEET

THE FLAME PROPAGATION PERFORMANCE CRITERIA OF
THE CALIFORNIA CODE OF REGULATIONS, TITLE 19,
DIVISION 1. DECORATIVE MATERIALS SHALL BE

PROPERLY TREATED BY A PRODUCT OF PROCESS

APPROVED BY THE STATE FIRE MARSHAL WITH

APPROPRIATE DOCUMENTATION PROVIDED TO THE
CITY OF SAN DIEGO.

KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE

BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH

OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED

PARKING LEVELS, DOORS GIVING TO ALARM PANELS

AND/OR ANNUNCIATORS, AND ANY OTHER

STRUCTURES OR AREAS WHERE ACCESS TO AN AREA
IS RESTRICTED.

DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5

CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR
PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,

OPENINGS OR COMBUSTIBLE ROOF EAVE LINES

UNLESS PROTECTED BY AN APPROVED SPRINKLER

SYSTEM OR LOCATED IN A TYPE I OR IIA
STRUCTURE SEPARATED BY 10 FEET FROM OTHER
STRUCTURES. CONTAINERS LARGER THAN I CUBIC

YARD SHALL BE OF NON - OR LIMITED-COMBUSTIBLE
MATERIALS OR SIMILARLY PROTECTED OR SEPARATED.

CFC 304.3.

EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE

CABINETS, FIRE EXTINGUISHER LOCATIONS, AND

STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED

BY CURTAINS, MIRRORS, OR ANY OTHER DECORATIVE

MATERIAL

OPEN FLAMES, FIRE AND BURNING ON ALL PREMISES IS

PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY
THE CITY OF SAN DIEGO AND CFC 308.

THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF
ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS
PERMITTED IN ANY EGRESS PATHS.

ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL

NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS

PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR
ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY

WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS

CANNOT BE VIEWED FROM THE PUBLIC WAY, AN

APPROVED SIGN OR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION
SHALL CONFORM TO CBC SECTION 501.2.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

1. REFER TO CIVIL DRAWINGS FOR LOCATION AND HEIGHTS

OF PROPERTY LINE WALLS AND FENCES

2. COMMERCIAL USES WITH RESIDENTIAL UNITS ATTACHED

SHALL PROVIDE VENTILATION SYSTEMS TO PREVENT

ODORS FROM ADVERSELY AFFECTING RESIDENTIAL
UNITS.

GENERAL NOTES

PROJECT DATA
OWNER 2747 ROOSEVELT, LLC
DEVELOPER 2747 ROOSEVELT, LLC

5315 AVENIDA ENCINAS SUITE 200
CARLSBAD, CA 92008
(949) 637-3254

APPLICATION TYPES SITE DEVELOPMENT PLAN (SDP)

TENTATIVE MAP (CT)

PROJECT NAME RINCON ROOSEVELT
PROJECT ADDRESS 2747 - 2775, ROOSEVELT STREET
CARLSBAD CA, 92008
A.P.N. 203-101-12
203-181-16
203-181-10
LEGAL DESCRIPTION A SUBDIVISION OF THE SELY 1/2 OF
LOT 29 & LOT 30 OF SEASIDE
LANDS, CARLSBAD, MAP No.1722

SITE AREA
30,116 SF (0.69 ACRE)

GENERAL PLAN VILLAGE-BARRIO (V-B)

ZONING VILLAGE CENTER (VC)

EXISTING LAND USE COMMERCIAL

PROPOSED LAND USE RESIDENTIAL
OCCUPANCY TYPE(S) R2 - RESIDENTIAL
A2 - COMMERCIAL

ALLOWED DENSITY 28-35 DU/ACRE
PROPOSED DENSITY 47.8 DU/ACRE
PROPOSED UNITS 33

ALLOWED COVERAGE N/A
PROPOSED COVERAGE 24,643 SF (82%)
CONSTRUCTION TYPE III A @ LEVELS 2-4
I A @ LEVEL 1

SETBACKS REQ'D PROPOSED
FRONT/CORNER: 0'-0" MIN/5'-0" MAX 10'-1"
SIDE: 0'-0" 11'-6"
REAR: 0'-0" 11'-5"
MAX BUILDING HEIGHT 53'-5"
APPLICABLE CODES 2022 CBC, CFC, CMC, CPC, CEC.

SEWER DISTRICT CITY OF CARLSBAD WASTEWATER

DIVISION

WATER DISTRICT CITY OF CARLSBAD MUNICIPAL

WATER DISTRICT

SCHOOL DISTRICT

CARLSBAD UNIFIED SCHOOL

DISTRICT
SCALE: 1" = 10'1 ARCHITECTURAL SITE PLAN & FIRE ACCESS PLAN date
date
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 27 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet

AREA DIAGRAMS
A102
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
336 sq ft
1 2
3 4
5 6
7 8
9 10
11 12
13 14 15
16 17
18 19
20 21
22 23
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18 19
20 21
22 23
24 25
26 27
28 UP
295 sq ft 295 sq ft
164'-0"

FRONTAGE
15'-6"
LOBBY
24'-0"
24'-0"
26'-0"

9.4% OF FRONTAGE
1,159 sq ft
84 sq ft
259 sq ft
1,064 sq ft
1,167 sq ft
345 sq ft
64 sq ft
16,767 sq ft
66 sq ft
446 sq ft
111 sq ft 182 sq ft
180 sq ft
56 sq ft

BIKE ROOM
S-2STORAGE
S-2

ELECTRICAL
ROOM
S-2
LOBBY
R-2
COMMERCIAL #2
A-2
COMMERCIAL #1
A-2
COMMERCIAL #3
A-2

FIRE RISER
S-2

ELEV EQ
S-2

ELEV INVERT
S-2

TRASH ROOM
S-2

LOW VOLTAGE
S-2

PARCEL ROOM
R-2

ELEV EQELEV INVERT
590 sq ft
DN
1 2
3 4
5 6
7 UP
1 2
3 4
5 6
7 UP 89'-7 1/8"
10'-1"
18'-4"
8'-1"
10'-1"
6'-10"
13'-10"
3'-3"
13'-10"
6'-10"
9'-10"
8'-10"
15'-4"
8'-4"
27'-4" 29'-3"
15'-6"
38'-5"
22'-10"
22'-10" 38'-8"
50'-8" BTWN CANTILEVERS
(NO CANTILEVER CONDITION)
6'-0"
4'-6"
5'-4"
3'-4" 3'-4"
3'-6"
32'-4" CANTILEVERED
5'-0"
18'-0" 49'-3"

CANTILEVER
11'-9"
55'-6"

CANTILEVER
14'-6" 20'-0"

CANTILEVER
10'-0" 25'-9"

CANTILEVER
10'-5 1/2"
22'-9" 10'-5" 19'-1"

CANTILEVER
17'-0" 38'-8"

CANTILEVER
DN

ACCESSIBLE PATH
LINE OF 1ST FLOOR TYP

FIRE SEPARATION

DISTANCE, TYP
D1a
R-2
C1
R-2
C2
R-2A3
R-2
B2
R-2
B1
R-2
D1
R-2
A2
R-2
A1
R-2
A2
R-2
A1
R-2
DN
DN
1 2
3 4
5 6
7 UP
1 2
3 4
5 6
7 UP
15'-5 1/8"
(10FT MIN)
11'-9"
(6 FT MIN)
19'-2" 8'-10"
10'-5"
(10 FT MIN)
10'-2"
(6 FT MIN)

COMBINED PLANES
(19'-2")+(8'-10")+(17'-0") = 45 FT

ACCESSIBLE PATH
D1a
R-2
C1
R-2
C2
R-2A3
R-2
B2
R-2
B1
R-2
D1
R-2
A2
R-2
A1
R-2
A2
R-2
A1
R-2
UP DN
218 sq ft

ROOFTOP STRUCTURE AREA CALCS
ELEVATOR OVERRUN: 95 SF
STAIR 1 OVERRUN: 193 SF
BOILER ROOM: 218 SF
= 506 SF
506 SF / 23,917 SF = 2.12%

ELEVATOR

OVERRUN
STAIR 1

OVERRUN

BOILER ROOM

AREA BREAKDOWN BY FLOOR
4TH FLOOR = 19,216 SF
3RD FLOOR = 19,216 SF
2ND FLOOR = 19,216 SF
1ST FLOOR = 23,025 SF
19,216 SF / 23,025 SF = 83.45% (RATIO 2ND TO 1ST FLOOR)

AREA CALCULATIONS

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".

SCALE: 1/16" = 1'-0"1 PLAN DIAGRAM - 1ST FLOOR
SCALE: 1/16" = 1'-0"2 PLAN DIAGRAM - 2ND FLOOR
SCALE: 1/16" = 1'-0"3 PLAN DIAGRAM - 3RD AND 4TH FLOORS SCALE: 1/16" = 1'-0"4 PLAN DIAGRAM - ROOF

KEYNOTES
date
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 28 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet

ELEVATION DIAGRAMS
A103
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
28 sq ft
358 sq ft 284 sq ft
196 sq ft 541 sq ft
9 sq ft 27 sq ft 27 sq ft
128 sq ft 27 sq ft 9 sq ft
9 sq ft 30 sq ft
FSD = 38'-8"

NO LIMIT
FSD = 10'-1"
45% MAX
FSD = 8'-1"
25% MAX
FSD = 19'-3"
75% MAX
FSD = 10'-1"
45% MAX
FSD = 29'-3"

NO LIMIT
358 sq ft
284 sq ft
196 sq ft
541 sq ft
128 sq ft 27 sq ft 9 sq ft 9 sq ft
30 sq ft
358 sq ft
284 sq ft
196 sq ft
541 sq ft27 sq ft 27 sq ft 128 sq ft 27 sq ft 9 sq ft 9 sq ft 18 sq ft 27 sq ft 27 sq ft
13'-10 3/4" (10'-0" MIN)

AT CANTILEVER
(NON-SHOPFRONT)
28 sq ft 9 sq ft
17 sq ft 9 sq ft

AREA OF WALL

AREA OF OPENING(S)
PROPOSED % OF OPENINGS

10.3%

19.0% 65.3% 13.9%

10.3%

7.3%

19.0%

65.3%

65.3% 13.9%

13.9%

GROUND FLOOR GLAZING FACADE TRANSPARENCY PER STORY
GROUND FLOOR COMMERCIAL FACADE = 1,553 sq ft
REQUIRED = 1,398 sq ft (90%)
PROVIDED = 1,407 sq ft (91%)
* GLAZING SHALL BE TRANSPARENT / TRANSLUCENT
482 sq ft 755 sq ft143 sq ft
COMMERCIAL #3
FF = 43.0'
COMMERCIAL #1
FF = 44.0'
COMMERCIAL #2
FF = 43.4'
627 sq ft90 sq ft
612 sq ft
90 sq ft
627 sq ft90 sq ft
725 sq ft
68 sq ft
725 sq ft
68 sq ft
725 sq ft 68 sq ft
15'-2" (15'-0" MIN)

AT CANTILEVER
(SHOPFRONT)
13'-0" (10'-0" MIN)

AT CANTILEVER
(NON-SHOPFRONT)
13'-6"

SHOPFRONT HEIGHT
(WAIVER)
15'-1"

SHOPFRONT HEIGHT
23 sq ft23 sq ft68 sq ft70 sq ft56 sq ft
56 sq ft
56 sq ft
70 sq ft
70 sq ft
23 sq ft23 sq ft68 sq ft
23 sq ft23 sq ft68 sq ft
27 sq ft 27 sq ft 27 sq ft 27 sq ft 27 sq ft 27 sq ft
27 sq ft 27 sq ft 27 sq ft 27 sq ft 27 sq ft 27 sq ft
3'-9"
27 sq ft 27 sq ft 27 sq ft 27 sq ft 27 sq ft 27 sq ft

AREA OF WALLAREA OF OPENING(S)
PROPOSED % OF OPENINGS
40% MINIMUM

40.2%

41.2%

40.2% 42.5%

42.5%

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".

SCALE: 1/8" = 1'-0"2 EAST / SIDE ELEVATION
SCALE: 1/8" = 1'-0"1 NORTH / FRONT ELEVATION

KEYNOTES
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 29 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet

ELEVATION DIAGRAMS
A104
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".
72 sq ft
247 sq ft 253 sq ft 144 sq ft
419 sq ft
144 sq ft 253 sq ft 247 sq ft
FSD = 10'-4"
45% MAX
FSD = 22'-10"

NO LIMIT
FSD = 6'-10"
25% MAX
FSD = 13'-10"
45% MAX
FSD = 3'-3"
15% MAX
FSD = 13'-10"
45% MAX
FSD = 6'-10"
25% MAX
FSD = 22'-10"

NO LIMIT
FSD = 10'-4"
45% MAX
14 sq ft14 sq ft14 sq ft14 sq ft 14 sq ft40 sq ft
72 sq ft
72 sq ft
247 sq ft 253 sq ft 144 sq ft
419 sq ft
144 sq ft 253 sq ft 247 sq ft
14 sq ft14 sq ft14 sq ft14 sq ft
72 sq ft
72 sq ft
247 sq ft 253 sq ft
144 sq ft
419 sq ft
253 sq ft
247 sq ft
14 sq ft14 sq ft14 sq ft14 sq ft
72 sq ft
15'-4" (10'-0" MIN)

AT CANTILEVER
(NON-SHOPFRONT)
144 sq ft
24 sq ft
24 sq ft
24 sq ft
24 sq ft
24 sq ft
24 sq ft
14 sq ft
14 sq ft14 sq ft
14 sq ft14 sq ft
14 sq ft
14 sq ft14 sq ft
14 sq ft14 sq ft
14 sq ft
40 sq ft
40 sq ft
40 sq ft
40 sq ft
40 sq ft

AREA OF WALL

AREA OF OPENING(S)
PROPOSED % OF OPENINGS

13.3%

27.8% 11.1%

11.1%

38.9%

11.1%

27.8%

42.1'

40.6'39.9'39.7'
9 sq ft
284 sq ft
9 sq ft
30 sq ft
284 sq ft
9 sq ft
30 sq ft
284 sq ft 27 sq ft
613 sq ft
153 sq ft
220 sq ft
FSD = 27'-4"

NO LIMIT
FSD = 38'-5"

NO LIMIT
FSD = 8'-4"
25% MAX
FSD = 15'-6"
75% MAX
FSD = 8'-10"
25% MAX
FSD = 15'-4"
75% MAX
FSD = 9'-10"
25% MAX
96 sq ft 27 sq ft 27 sq ft 9 sq ft
30 sq ft
27 sq ft
613 sq ft
153 sq ft
220 sq ft 96 sq ft 27 sq ft 27 sq ft
27 sq ft
613 sq ft
153 sq ft
220 sq ft 96 sq ft 27 sq ft 27 sq ft
15'-3" (10'-0" MIN)

AT CANTILEVER
(NON-SHOPFRONT)
14'-3" (10'-0" MIN)

AT CANTILEVER
(NON-SHOPFRONT)
30 sq ft
9 sq ft
30 sq ft
9 sq ft 18 sq ft

AREA OF WALL

AREA OF OPENING(S)
PROPOSED % OF OPENINGS

13.7% 12.3%

62.7%

15.2%

13.7%

12.3%

62.7%

15.2%

13.2%
SCALE: 1/8" = 1'-0"1 SOUTH / REAR ELEVATION
SCALE: 1/8" = 1'-0"2 WEST / SIDE ELEVATION

KEYNOTES
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 30 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet
1ST FLOOR PLAN
A201
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
1 1
10 10
A
A
L
L
B
B
C
C
J
J
K
K
9 9
8 8
5 5
4 4
336 sq ft
UP
UP
04'8'16'
1 A611
1 A612
1 A613
1 A614
2 A010
2 A401
2 A401
2 A402
2 A402
1 A402
1 A402
1 A010
2 A011
1 A011
1 A401
1 A401
1 A403
1 A403
2 A403
2 A403
1 A404
1 A404
2 A404
2 A404
141'-0"
165'-0"
24'-0"
1'-2"
26'-0"
1'-2"
26'-0"
1'-2"
26'-0"
1'-2"
24'-0"
18'-8" 24'-0" 18'-0" 24'-0"
165'-0"
1'-0"121'-10" 26'-0" 16'-2"
9'-0" 9'-0" 8'-0"
56'-4"
1'-6" 1'-0" 2'-6"
92'-0" 9'-10" 36'-8"
17'-2" 5'-4" 18'-8" 26'-0"
1'-2"
26'-0" 18'-8" 5'-4"
1'-2" 1'-2"
26'-0"
1'-2"
17'-2"
32'-0" 16'-4" 5'-0" 9'-8" 5'-0" 37'-6" 8'-0"
1'-6"1'-6"
5'-4"
6'-0" 9'-0" 9'-0"
1'-2"
9'-0" 4'-0"9'-0" 18'-0" 9'-0" 32'-6"
1'-6"
17'-0"
1'-2"
26'-0"
1'-2"
20'-8"17'-2" 26'-0"
1'-2"
27'-8" 1'-6"
295 sq ft 295 sq ft
3'-0"
8'-2"
7'-8"
9'-0" 8'-0" 9'-0"
9'-0" 8'-0" 9'-0"
18'-0"
9'-0" 8'-0" 9'-0"
24'-0"

BACKUP DISTANCE
18'-0"
6'-0"6'-0"
22'-6" 120'-0" 22'-6"
24'-0"

BACKUP DISTANCE
18'-0"
16'-6" 16'-6"
9'-0" 9'-0"
9'-0" 8'-0" 9'-0" 9'-0" 8'-0"
18'-0"
9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0"
9'-0" 9'-0"9'-0" 9'-0"
9'-0" 9'-0" 9'-0"8'-0"9'-0"9'-0" 8'-0" 9'-0"
143'-6"
1'-4"
4'-10"23'-2"
7'-9"
(4" MIN RECESS)
18'-0" 15'-2" 14'-2" 9'-0"22'-10"

DISTANCE BETWEEN ENTRIES
19'-10"

DISTANCE BETWEEN ENTRIES
17'-2" 26'-0"
1'-2"
18'-0"
1'-2"
18'-0" 10'-6"
1'-8"
D1-01
D1-04
D1-06
D1-07
D1-08
D1-12
D1-09
D1-11
D1-10
D1-13
D1-14 D1-15
D1-16
SF1-01 SF1-02
SF1-03 SF1-04
SF1-05
SF1-06
D1-02
D1-03

10.01 33.05

01.11 32.05

03.07 32.08

14.01 32.03

01.01 32.13

32.07 05.09

32.06 01.27

14.07 12.01

01.03 21.03

32.24 02.03

05.1801.27

01.27 01.27

01.11 21.03

05.18 11.12
SF1-07
D1-05

10.14 32.26 32.26

21.01 21.01

ELECTRICAL
ROOM
LOBBY

TRASHLOW

VOLTAGE
COMMERCIAL #1COMMERCIAL #2COMMERCIAL #3

STORAGE BIKES
FR
TOTAL PARKING = 42 SPACES
ADA = 3 SPACES
EV = 16 SPACES
ELEV
ELEV
EQ
ELEV
INVERT
STAIR 1
1ST FLOOR AREA: 23,065 SF

ADA VAN

EV CAPABLE

ADA VAN

EV READY

W/ CHARGER
42 41 40 39 38 37 36 35 34 33
32 31 30 29 28 27 26 25 24 23 22 21 20 19
18 17 16 15 14 13 12
4 5 6 7 8 9 10 11
321

EV CAPABLE
N
1,159 sq ft
84 sq ft
259 sq ft
1,064 sq ft1,167 sq ft 345 sq ft
64 sq ft
16,767 sq ft
66 sq ft
446 sq ft
111 sq ft 182 sq ft180 sq ft
56 sq ft
PARCEL

ROOM GAS
METERS
COMP.
4 CY
TRASH
4 CY
REC
4 CY
T
R
T
R
T
R

33.08 33.02

21.02 21.02

21.02 STAIR 2

EV CAPABLE EV CAPABLE

EV READY

EV READYEV READY

EV READY

EV READY EV READY EV READY EV READY

EV READY

W/ CHARGER

EV READY

W/ CHARGER

PARKING CALCULATIONS
CALCULATIONS PER CBC CH11 REQ'S

COMMERCIAL
3,465 SF / 170 SF = 21 SPACES REQ'D
CBC TABLE 11B-208.2 REQUIRES 1 ACCESSIBLE SPACE
CBC SECTION 11B-208.2.4 REQUIRES 1:6 FOR VAN SPACES
PROVIDED:
1X ADA VAN SPACE REQ'D FOR COMMERCIAL

RESIDENTIAL
42 TOTAL - 21 COMMERCIAL = 21 SPACES LEFT
CBC SECTION 1109A.3 REQUIRES 2% ACCESSIBLE
21 X 0.02 = 0.42 = 1 ACCESSIBLE SPACE
CBC 1109A.6 REQUIRES 1:8 FOR VAN SPACES

PROVIDED
:
1X ADA VAN SPACE REQ'D FOR RESIDENTIAL
----------------------------------------------------------------------------------------------

CALCULATIONS PER GREEN BUILDING REQ'S
*ALL EV SPACES MUST BE 9X18 MINIMUM*

COMMERCIAL
21 COMMERCIAL SPACES PER AREA CALCS
CGC TABLE 5.106.5.3.1 REQUIRES 4 "EV CAPABLE" ONLY
PROVIDED:
1X EV-CAPABLE VAN SPACE
3X EV-CAPABLE STANDARD SPACE

RESIDENTIAL
21 RESIDENTIAL SPACES REMAIN
40% = 8.4 = 9 SPACES "EV READY RECEPTACLES"
10% = 2.1 = 3 SPACES "EV READY W/ CHARGERS"
12 TOTAL EV-READY SPACES
CGC 4.106.4.2.2.1.1 REQUIRES 1:25 BE VAN ACCESSIBLE

PROVIDED
:
1X EV READY W/ CHARGER VAN SPACE
2X EV READY W/ CHARGER STANDARD SPACES
9X EV READY RECEPTACLE STANDARD SPACES
---------------------------------------------------------------------------------------------

TOTAL REQUIRED PARKING PROVIDED BY TYPE

COMMERCIAL
1X ADA VAN SPACE
1X ADA VAN SPACE (EV CAPABLE)
3X STANDARD SPACES (EV CAPABLE)

RESIDENTIAL
1X ADA VAN SPACE (EV READY W/ CHARGER)
2X STANDARD SPACES (EV READY W/ CHARGER)
9X STANDARD SPACES (EV READY RECEPTACLE)

WALL LEGEND WALL LEGEND

CIP CONCRETE COLUMN PER STRUCTURAL
(REFERENCE SLAB PLANS FOR COLUMN SIZE)
12" CONCRETE WALL
8" CONCRETE WALL
8" CMU WALL
2 HR 6" METAL STUD
1 HR 6" METAL STUD
NON-RATED 6" METAL STUD

SOFFIT / FLOOR ABOVE

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".

01.01 01.03

01.11 01.27

02.03 03.07

05.09 05.18

10.01 10.14

11.12 12.01

14.01 14.07

21.01 21.02

21.03 32.03

32.05 32.06

32.07 32.08

32.13 32.24

32.26 33.02

33.05 33.08

PROPERTY LINE

PROPERTY LINE AFTER DEDICATION

LINE OF WALL / FLOOR ABOVE

LINE OF AWNING ABOVE

FULL HEIGHT ENCLOSURE WALL
CONCRETE COLUMN: REF. STRUCUTRAL DWGS

GARAGE GATE

INTERIOR PARTITION WALL
MAILBOXES: OPERABLE PARTS OF MAILBOXES TO BE 48" A.F.F. MAX.

PER CBC 1138A.3, ADA & USPS REGULATIONS

MAIL COUNTER

TELEPHONE ENTRY SYSTEM ACCESS CONTROL

BIKE RACKS

TRASH CHUTE

GREASE SHAFT
KNOX BOX: FIRE DEPARTMENT ACCESS

FIRE EXTINGUISHER
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS
BIO FILTER PLANTER/BMP AREA: REF. CIVIL DRAWINGS &

LANDSCAPE DWGS
4" PARKING STRIPING, WHITE
4" PARKING STRIPING, ACCESSIBLE, BLUE

ACCESSIBLE LOADING AISLE
ACCESSIBLE PARKING SPACE: REF. DETAIL 18/A898

EV CAPABLE SPACE

ACCESSIBLE PATH

DETECTABLE WARNING SURFACE
FIRE BACKFLOW PREVENTER: REF. CIVIL DWGS

TRANSFORMER
WATER METER: REF. CIVIL DWGS
SCALE: 1/8" = 1'-0"1 1ST FLOOR PLAN

KEYNOTES
date
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 31 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet
2ND FLOOR PLAN
A202
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
1 1
10 10
A
A
L
L
I
I
D
D
E
E
F
F
2 2
3 3
6 6
7 7
11 11
REF
W D
DW
REF
REF
DW
REF
DW
DW
REF
DW
REF
DW
REF
DW
REF
REF
DW
REF
DW
DW
DW
REF
WD
DNUP
UP
04'8'16'
FAU
MICRO
WINE
W/D
FAU
TRSH
MICRO
W/D
MICRO
FAU
TRSH
WINE
MICRO
FAU
W/D
TRSH
W/D
FAU
TRSH
W/D
FAU
TRSH
W/D
FAU
TRSH
MW
W/D
FAU
TRSH
MW
W/D
MICRO
FAU
TRSH
MICRO
W/DFAU
TRSH

FAU WINE
TRSH
TRSH
MICRO
62'-8 1/2" 44'-5" 39'-6 1/2"
52'-3 1/2" 36'-3 1/2" 36'-3 1/2" 52'-3 1/2"
146'-8"
177'-2"
2 A611
2 A612
2 A614
3 A303
2 A010
2 A401
2 A401
2 A402
2 A402
1 A402
1 A402
1 A010
2 A011
1 A011
1 A401
1 A401
1 A403
1 A403
1 A303
2 A303
2 A403
2 A403
1 A404
1 A404
2 A404
2 A404
19'-0" 31'-6 1/2" 22'-2" 67'-6"
2'-0"
29'-3 1/2"
144'-8"
62'-8 1/2" 10'-0"
2'-0"
34'-5 1/2" 37'-6"
10'-0"
11'-0"
13'-0"
10'-8" 15'-4"
169'-6"
54 sq ft 38 sq ft
18'-0"
5 1/2"
1/A607
201
1/A606
202
3/A609
203
1/A602
204
1/A601
205
1/A601
207
1/A602
206
1/A609
208
1/A604
209
1/A605
211
1/A603
210
D2-01
D2-03
D2-04
D2-05
D2-06
D2-02

32.03 03.04

07.08 D2-07

21.08 01.01

05.16 06.03

21.03 21.03

21.02 05.04
D2-09 D2-08
D2-10
ELEV
IDFSTO.
2ND FLOOR AREA: 19,472 SF
CL
CL CL
CL
CL
CL
CL
TR
DN
STO. STO.

STO.

H
H
G
G
N
WS
P
WS
WS
P
P
WS
WS
MW
WS
MW
P
WS
P
WS
P
WS
WS
P
P P
WS
2 A613
30'-4" 30'-4"
590 sq ft
29'-0"
COMMON

OPEN SPACE
MIN.

DIMENSION

14.07 14.01

21.02 AMENITY
COURT
STAIR 2 STAIR 1
C2
C1
D1.2
A2
A1A1
A2
D1
B1
B2
A3

FIRE NOTES

CONSTRUCTION TYPE SHALL BE IIIA

HORIZONTAL EXIT W/ MAG-HOLD DOOR SYSTEM SHALL
BE PROVIDED AT LEVELS 2, 3, AND 4.

EXTERIOR BEARING WALLS SHALL BE 2-HR RATED.

PROJECT SHALL COMPLY WITH NFPA 13 & 14
STANDARDS.

SPRINKLER DENSITY: 15/2000 SF.

STANDPIPES SHALL BE PROVIDED AT EXTERIOR AND
STAIRS 1 & 2.

STAIRS 1 SHALL EXTEND TO ROOF.

COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE

EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC

SPRINKLER AND STANDPIPE SYSTEMS AND OTHER

SPECIAL FIRE EXTINGUISHING SYSTEMS AND RELATED
APPURTENANCE’S SHALL BE SUBMITTED TO THE CITY

OF SAN DIEGO FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.

COMPLETE PLANS AND SPECIFICATIONS FOR FIRE

ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF

SAN DIEGO DEVELOPMENT SERVICES FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION. CFC 907.1.1

LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS
SHALL BE IN ACCORDANCE WITH CFC 906 AND
CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19.

DURING CONSTRUCTION AT LEAST ONE EXTINGUISHER

SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH

STAIRWAY, IN ALL STORAGE AND CONSTRUCTION

SHEDS, IN LOCATIONS WHERE FLAMMABLE OR

COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND

WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER
CFC SECTION3315.1

IN BUILDINGS THAT REQUIRE STANDPIPES, STANDPIPES

SHALL BE PROVIDED DURING CONSTRUCTION WHEN
THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST
LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. A FIRE

DEPARTMENT CONNECTION SHALL BE NO MORE THAN
100 FEET FROM THE AVAILABLE FIRE DEPARTMENT
VEHICLE ACCESS ROADWAYS. CFC SECTIONS 3310,
3313.

BUILDINGS UNDERGOING CONSTRUCTION,

ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC
CHAPTER 33. WELDING, CUTTING, AND OTHER HOT

WORK SHALL BE IN CONFORMANCE WITH CFC
CHAPTER 35.

WALL, FLOOR AND CEILING FINISHES AND MATERIALS

SHALL NOT EXCEED THE INTERIOR FINISH
CLASSIFICATION IN CBC TABLE 803.9 AND SHALL MEET

THE FLAME PROPAGATION PERFORMANCE CRITERIA OF
THE CALIFORNIA CODE OF REGULATIONS, TITLE 19,
DIVISION 1. DECORATIVE MATERIALS SHALL BE

PROPERLY TREATED BY A PRODUCT OF PROCESS

APPROVED BY THE STATE FIRE MARSHAL WITH

APPROPRIATE DOCUMENTATION PROVIDED TO THE
CITY OF SAN DIEGO.

KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE

BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH

OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED

PARKING LEVELS, DOORS GIVING TO ALARM PANELS

AND/OR ANNUNCIATORS, AND ANY OTHER

STRUCTURES OR AREAS WHERE ACCESS TO AN AREA
IS RESTRICTED.

DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5

CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR
PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,

OPENINGS OR COMBUSTIBLE ROOF EAVE LINES

UNLESS PROTECTED BY AN APPROVED SPRINKLER

SYSTEM OR LOCATED IN A TYPE I OR IIA
STRUCTURE SEPARATED BY 10 FEET FROM OTHER
STRUCTURES. CONTAINERS LARGER THAN I CUBIC

YARD SHALL BE OF NON - OR LIMITED-COMBUSTIBLE
MATERIALS OR SIMILARLY PROTECTED OR SEPARATED.

CFC 304.3.

EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE

CABINETS, FIRE EXTINGUISHER LOCATIONS, AND

STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED

BY CURTAINS, MIRRORS, OR ANY OTHER DECORATIVE

MATERIAL

OPEN FLAMES, FIRE AND BURNING ON ALL PREMISES IS

PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY
THE CITY OF SAN DIEGO AND CFC 308.

THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF
ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS
PERMITTED IN ANY EGRESS PATHS.

ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL

NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS

PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR
ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY

WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS

CANNOT BE VIEWED FROM THE PUBLIC WAY, AN

APPROVED SIGN OR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION
SHALL CONFORM TO CBC SECTION 501.2.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

WALL LEGEND
2 HR 2X6 FIRE-RETARDANT-TREATED WOOD STUD
2 HR 2X4 FIRE-RETARDANT-TREATED WOOD STUD
2 HR 2X6 FIRE BARRIER W/ FIRE-RETARDANT

TREATED STUD
2 HR 2X6 FIRE BARRIER
2 HR 2X4 FIRE BARRIER
2 HR 2X6 WOOD STUD
2 HR 2X4 WOOD STUD
1 HR 2X6 WOOD STUD
1 HR 2X4 WOOD STUD
1 HR PARTY WALL (2) 2X6 WOOD STUD WALLS
W/ 2" GAP BETWEEN FRAMING
NON-RATED 2X6 STANDARD WOOD WALL
NON-RATED 2X4 STANDARD WOOD WALL

SOFFIT / FLOOR ABOVE

WALL LEGEND

CIP CONCRETE COLUMN PER STRUCTURAL
(REFERENCE SLAB PLANS FOR COLUMN SIZE)
12" CONCRETE WALL
8" CONCRETE WALL
8" CMU WALL
2 HR 6" METAL STUD
1 HR 6" METAL STUD
NON-RATED 6" METAL STUD

SOFFIT / FLOOR ABOVE

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".

01.01 03.04

05.04 05.16

06.03 07.08

14.01 14.07

21.02 21.03

21.08 32.03

PROPERTY LINE
CONCRETE SLAB (DEPRESSED): W/ 2" MIN. TOPPING SLAB: SLOPE

1.5-2% TO DRAIN OR EXTERIOR PER PLAN, REF. STRUCTURAL DWGS

METAL SCREEN, HEIGHT PER ELEVATIONS
EXTERIOR GUARDRAIL: 42" MIN. ABOVE ADJACENT FINISHED FLOOR BALCONY FRAMING: REFER TO STRUCTURAL DWGS. W/
ELASTOMERIC DECK COATING OVER OVERFRAMING, SLOPE 1.5-2%

TO DRAIN OR EXTERIOR PER PLAN
DRAIN: REF. PLUMBING DWGS

TRASH CHUTE

GREASE SHAFT

FIRE EXTINGUISHER
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS

HORIZONTAL FIRE EXIT
BIO FILTER PLANTER/BMP AREA: REF. CIVIL DRAWINGS &

LANDSCAPE DWGS
SCALE: 1/8" = 1'-0"1 2ND FLOOR PLAN

KEYNOTES
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 32 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet
3RD FLOOR PLAN
A203
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
1 1
10 10
A
A
L
L
I
I
D
D
E
E
F
F
2 2
3 3
6 6
7 7
11 11
DW
REF
REF
DW
DW
REF
DW
REF
DW
REF
DW
REF
REF
DW
REF
DW
REF
DW
DW
DW
REFREF
W D WD
DN
DN
UP
UP
04'8'16'
W/D
FAU
TRSH
MICRO
W/D
MICRO
FAU
TRSH
WINE
W/D
FAU
TRSH
W/D
FAU
TRSH
W/D
FAU
TRSH
MW
W/D
FAU
TRSH
MW
W/D
MICRO
FAU
TRSH
MICRO
W/DFAU
TRSH
MICRO
FAU
W/D
FAU
WINE

FAU WINE
TRSH
TRSH
TRSH

MICROMICRO
2 A611
2 A612
2 A614
3 A303
2 A010
2 A401
2 A401
2 A402
2 A402
1 A402
1 A402
1 A010
2 A011
1 A011
1 A401
1 A401
1 A403
1 A403
1 A303
2 A303
2 A403
2 A403
1 A404
1 A404
2 A404
2 A404
30'-4" 30'-4"
2'-0"
50'-6 1/2" 22'-2" 67'-6"
2'-0"
29'-3 1/2"
39'-6 1/2"62'-8 1/2" 44'-5"
52'-3 1/2" 52'-3 1/2"36'-3 1/2"36'-3 1/2"
62'-8 1/2"
2'-0"
34'-5 1/2" 10'-0" 37'-6"
146'-8"
169'-6"
144'-8"
177'-2"
38 sq ft54 sq ft
1/A607
301
1/A606
302
4/A609
303
1/A602
304
1/A601
305
1/A601
307
1/A602
306
2/A609
308
1/A604
309
1/A605
311
1/A603
310
D3-01
D3-03
D3-04
D3-05
D3-06
D3-02

21.03 D3-07

21.08 14.07

14.01 01.01

05.16 06.03

21.03 06.02

21.02 21.02

05.04 D3-08 D3-09

21.03 D3-10
3RD FLOOR AREA: 19,472 SF
IDF
ELEV
CL

CL CL CL
CL
CL
CL
TR
STO. STO.

STO.STO.

P
WS
H
H
G
G
N
P
WS
WS
P
WS
MW
WS
MW
P
WS
P
WS
P
WS
WS
P
P P
WS
WS
2 A613
STAIR 2 STAIR 1
C2.1
C1
D1.3
A2
A1A1
A2
D1.1
B1
B2
A3

FIRE NOTES

CONSTRUCTION TYPE SHALL BE IIIA

HORIZONTAL EXIT W/ MAG-HOLD DOOR SYSTEM SHALL
BE PROVIDED AT LEVELS 2, 3, AND 4.

EXTERIOR BEARING WALLS SHALL BE 2-HR RATED.

PROJECT SHALL COMPLY WITH NFPA 13 & 14
STANDARDS.

SPRINKLER DENSITY: 15/2000 SF.

STANDPIPES SHALL BE PROVIDED AT EXTERIOR AND
STAIRS 1 & 2.

STAIRS 1 SHALL EXTEND TO ROOF.

COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE

EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC

SPRINKLER AND STANDPIPE SYSTEMS AND OTHER

SPECIAL FIRE EXTINGUISHING SYSTEMS AND RELATED
APPURTENANCE’S SHALL BE SUBMITTED TO THE CITY

OF SAN DIEGO FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.

COMPLETE PLANS AND SPECIFICATIONS FOR FIRE

ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF

SAN DIEGO DEVELOPMENT SERVICES FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION. CFC 907.1.1

LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS
SHALL BE IN ACCORDANCE WITH CFC 906 AND
CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19.

DURING CONSTRUCTION AT LEAST ONE EXTINGUISHER

SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH

STAIRWAY, IN ALL STORAGE AND CONSTRUCTION

SHEDS, IN LOCATIONS WHERE FLAMMABLE OR

COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND

WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER
CFC SECTION3315.1

IN BUILDINGS THAT REQUIRE STANDPIPES, STANDPIPES

SHALL BE PROVIDED DURING CONSTRUCTION WHEN
THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST
LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. A FIRE

DEPARTMENT CONNECTION SHALL BE NO MORE THAN
100 FEET FROM THE AVAILABLE FIRE DEPARTMENT
VEHICLE ACCESS ROADWAYS. CFC SECTIONS 3310,
3313.

BUILDINGS UNDERGOING CONSTRUCTION,

ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC
CHAPTER 33. WELDING, CUTTING, AND OTHER HOT

WORK SHALL BE IN CONFORMANCE WITH CFC
CHAPTER 35.

WALL, FLOOR AND CEILING FINISHES AND MATERIALS

SHALL NOT EXCEED THE INTERIOR FINISH
CLASSIFICATION IN CBC TABLE 803.9 AND SHALL MEET

THE FLAME PROPAGATION PERFORMANCE CRITERIA OF
THE CALIFORNIA CODE OF REGULATIONS, TITLE 19,
DIVISION 1. DECORATIVE MATERIALS SHALL BE

PROPERLY TREATED BY A PRODUCT OF PROCESS

APPROVED BY THE STATE FIRE MARSHAL WITH

APPROPRIATE DOCUMENTATION PROVIDED TO THE
CITY OF SAN DIEGO.

KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE

BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH

OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED

PARKING LEVELS, DOORS GIVING TO ALARM PANELS

AND/OR ANNUNCIATORS, AND ANY OTHER

STRUCTURES OR AREAS WHERE ACCESS TO AN AREA
IS RESTRICTED.

DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5

CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR
PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,

OPENINGS OR COMBUSTIBLE ROOF EAVE LINES

UNLESS PROTECTED BY AN APPROVED SPRINKLER

SYSTEM OR LOCATED IN A TYPE I OR IIA
STRUCTURE SEPARATED BY 10 FEET FROM OTHER
STRUCTURES. CONTAINERS LARGER THAN I CUBIC

YARD SHALL BE OF NON - OR LIMITED-COMBUSTIBLE
MATERIALS OR SIMILARLY PROTECTED OR SEPARATED.

CFC 304.3.

EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE

CABINETS, FIRE EXTINGUISHER LOCATIONS, AND

STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED

BY CURTAINS, MIRRORS, OR ANY OTHER DECORATIVE

MATERIAL

OPEN FLAMES, FIRE AND BURNING ON ALL PREMISES IS

PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY
THE CITY OF SAN DIEGO AND CFC 308.

THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF
ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS
PERMITTED IN ANY EGRESS PATHS.

ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL

NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS

PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR
ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY

WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS

CANNOT BE VIEWED FROM THE PUBLIC WAY, AN

APPROVED SIGN OR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION
SHALL CONFORM TO CBC SECTION 501.2.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

WALL LEGEND
2 HR 2X6 FIRE-RETARDANT-TREATED WOOD STUD
2 HR 2X4 FIRE-RETARDANT-TREATED WOOD STUD
2 HR 2X6 FIRE BARRIER W/ FIRE-RETARDANT

SOFFIT / FLOOR ABOVE

WALL LEGEND

CIP CONCRETE COLUMN PER STRUCTURAL
(REFERENCE SLAB PLANS FOR COLUMN SIZE)
12" CONCRETE WALL
8" CONCRETE WALL
8" CMU WALL
2 HR 6" METAL STUD
1 HR 6" METAL STUD
NON-RATED 6" METAL STUD

SOFFIT / FLOOR ABOVE

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".

01.01 05.04

05.16 06.02

06.03 14.01

14.07 21.02

21.03 21.08

PROPERTY LINE

METAL SCREEN, HEIGHT PER ELEVATIONS
EXTERIOR GUARDRAIL: 42" MIN. ABOVE ADJACENT FINISHED FLOOR CORRIDOR / DECK FRAMING: REFER TO STRUCTURAL DWGS. W/ 2" MIN. TOPPING SLAB OVER OVERFRAMING, SLOPE 1.5-2% TO DRAIN

OR EXTERIOR PER PLAN
BALCONY FRAMING: REFER TO STRUCTURAL DWGS. W/
ELASTOMERIC DECK COATING OVER OVERFRAMING, SLOPE 1.5-2%

TO DRAIN OR EXTERIOR PER PLAN

TRASH CHUTE

GREASE SHAFT

FIRE EXTINGUISHER
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS

HORIZONTAL FIRE EXIT
SCALE: 1/8" = 1'-0"1 3RD FLOOR PLAN

KEYNOTES
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 33 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet
4TH FLOOR PLAN
A204
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
1 1
10 10
A
A
L
L
I
I
D
D
E
E
F
F
2 2
3 3
6 6
7 7
11 11
DW
REF
REF
DW
DW
REF
DW
REF
REF
DW
REF
DW
REF
DW
DW
DW
DW
REF
DW
REF

REF REF
W D WD
DNUP
04'8'16'
W/D
FAU
TRSH
MICRO
W/D
MICRO
FAU
TRSH
WINE
W/D
FAU
TRSH
W/D
FAU
TRSH
W/D
MICRO
FAU
TRSH
MICRO
W/DFAU
TRSH
MICRO
FAU
W/D
FAU
WINE

FAU WINE
W/D
FAU
W/D
FAU
TRSH
TRSH

TRSHTRSH
MW
TRSH
MW

MICRO MICRO
2 A611
2 A612
2 A614
3 A303
2 A010
2 A401
2 A401
2 A402
2 A402
1 A402
1 A402
1 A010
2 A011
1 A011
1 A401
1 A401
1 A403
1 A403
1 A303
2 A303
2 A403
2 A403
1 A404
1 A404
2 A404
2 A404
30'-4" 30'-4"
2'-0"
50'-6 1/2" 22'-2" 67'-6"29'-3 1/2"
62'-8 1/2" 44'-5" 39'-6 1/2"
62'-8 1/2" 37'-6"
2'-0"
34'-5 1/2" 10'-0"
146'-8"
52'-3 1/2"52'-3 1/2" 36'-3 1/2" 36'-3 1/2"
169'-6"
144'-8"
177'-2"
38 sq ft54 sq ft
2/A607
401
1/A606
402
1/A602
404
1/A601
405
1/A601
407
1/A602
406
1/A604
409
1/A605
411
1/A603
410
4/A609
403
2/A609
408
D4-01
D4-03
D4-04
D4-05
D4-06
D4-02

21.08 14.07

14.01 01.01
D4-07

05.16 06.03

21.03 06.02

21.02 21.02

05.04 D4-09 D4-08

21.03 D4-10
4TH FLOOR AREA: 19,417 SF
IDF
ELEV
CL

CL CL CL
CL
CL
CL
TR
STO. STO.

STO.STO.

P
WS
H
H
G
G
N
P
WS
WS
P
WS
MW
WS
MW
P
WS
WS
P
P P
P
WS
P
WS
WS
WS
2 A613
1/A604
409
STAIR 1
C2.2
C1
A2
A1A1
A2
B1
B2
A3
D1.5D1.4
STAIR 2

FIRE NOTES

CONSTRUCTION TYPE SHALL BE IIIA

HORIZONTAL EXIT W/ MAG-HOLD DOOR SYSTEM SHALL
BE PROVIDED AT LEVELS 2, 3, AND 4.

EXTERIOR BEARING WALLS SHALL BE 2-HR RATED.

PROJECT SHALL COMPLY WITH NFPA 13 & 14
STANDARDS.

SPRINKLER DENSITY: 15/2000 SF.

STANDPIPES SHALL BE PROVIDED AT EXTERIOR AND
STAIRS 1 & 2.

STAIRS 1 SHALL EXTEND TO ROOF.

COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE

EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC

SPRINKLER AND STANDPIPE SYSTEMS AND OTHER

SPECIAL FIRE EXTINGUISHING SYSTEMS AND RELATED
APPURTENANCE’S SHALL BE SUBMITTED TO THE CITY

OF SAN DIEGO FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.

COMPLETE PLANS AND SPECIFICATIONS FOR FIRE

ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF

SAN DIEGO DEVELOPMENT SERVICES FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION. CFC 907.1.1

LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS
SHALL BE IN ACCORDANCE WITH CFC 906 AND
CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19.

DURING CONSTRUCTION AT LEAST ONE EXTINGUISHER

SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH

STAIRWAY, IN ALL STORAGE AND CONSTRUCTION

SHEDS, IN LOCATIONS WHERE FLAMMABLE OR

COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND

WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER
CFC SECTION3315.1

IN BUILDINGS THAT REQUIRE STANDPIPES, STANDPIPES

SHALL BE PROVIDED DURING CONSTRUCTION WHEN
THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST
LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. A FIRE

DEPARTMENT CONNECTION SHALL BE NO MORE THAN
100 FEET FROM THE AVAILABLE FIRE DEPARTMENT
VEHICLE ACCESS ROADWAYS. CFC SECTIONS 3310,
3313.

BUILDINGS UNDERGOING CONSTRUCTION,

ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC
CHAPTER 33. WELDING, CUTTING, AND OTHER HOT

WORK SHALL BE IN CONFORMANCE WITH CFC
CHAPTER 35.

WALL, FLOOR AND CEILING FINISHES AND MATERIALS

SHALL NOT EXCEED THE INTERIOR FINISH
CLASSIFICATION IN CBC TABLE 803.9 AND SHALL MEET

THE FLAME PROPAGATION PERFORMANCE CRITERIA OF
THE CALIFORNIA CODE OF REGULATIONS, TITLE 19,
DIVISION 1. DECORATIVE MATERIALS SHALL BE

PROPERLY TREATED BY A PRODUCT OF PROCESS

APPROVED BY THE STATE FIRE MARSHAL WITH

APPROPRIATE DOCUMENTATION PROVIDED TO THE
CITY OF SAN DIEGO.

KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE

BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH

OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED

PARKING LEVELS, DOORS GIVING TO ALARM PANELS

AND/OR ANNUNCIATORS, AND ANY OTHER

STRUCTURES OR AREAS WHERE ACCESS TO AN AREA
IS RESTRICTED.

DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5

CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR
PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,

OPENINGS OR COMBUSTIBLE ROOF EAVE LINES

UNLESS PROTECTED BY AN APPROVED SPRINKLER

SYSTEM OR LOCATED IN A TYPE I OR IIA
STRUCTURE SEPARATED BY 10 FEET FROM OTHER
STRUCTURES. CONTAINERS LARGER THAN I CUBIC

YARD SHALL BE OF NON - OR LIMITED-COMBUSTIBLE
MATERIALS OR SIMILARLY PROTECTED OR SEPARATED.

CFC 304.3.

EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE

CABINETS, FIRE EXTINGUISHER LOCATIONS, AND

STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED

BY CURTAINS, MIRRORS, OR ANY OTHER DECORATIVE

MATERIAL

OPEN FLAMES, FIRE AND BURNING ON ALL PREMISES IS

PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY
THE CITY OF SAN DIEGO AND CFC 308.

THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF
ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS
PERMITTED IN ANY EGRESS PATHS.

ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL

NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS

PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR
ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY

WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS

CANNOT BE VIEWED FROM THE PUBLIC WAY, AN

APPROVED SIGN OR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION
SHALL CONFORM TO CBC SECTION 501.2.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

WALL LEGEND
2 HR 2X6 FIRE-RETARDANT-TREATED WOOD STUD
2 HR 2X4 FIRE-RETARDANT-TREATED WOOD STUD
2 HR 2X6 FIRE BARRIER W/ FIRE-RETARDANT

SOFFIT / FLOOR ABOVE

WALL LEGEND

CIP CONCRETE COLUMN PER STRUCTURAL
(REFERENCE SLAB PLANS FOR COLUMN SIZE)
12" CONCRETE WALL
8" CONCRETE WALL
8" CMU WALL
2 HR 6" METAL STUD
1 HR 6" METAL STUD
NON-RATED 6" METAL STUD

SOFFIT / FLOOR ABOVE

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".

01.01 05.04

05.16 06.02

06.03 14.01

14.07 21.02

21.03 21.08

PROPERTY LINE

OR EXTERIOR PER PLAN
BALCONY FRAMING: REFER TO STRUCTURAL DWGS. W/
ELASTOMERIC DECK COATING OVER OVERFRAMING, SLOPE 1.5-2%

TO DRAIN OR EXTERIOR PER PLAN

TRASH CHUTE

GREASE SHAFT

FIRE EXTINGUISHER
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS

HORIZONTAL FIRE EXIT
SCALE: 1/8" = 1'-0"1 4TH FLOOR PLAN

KEYNOTES
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 34 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet

ROOF PLAN
A205
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
1 1
10 10
A
A
L
L
I
I
D
D
E
E
F
F
2 2
3 3
6 6
7 7
11 11
04'8'16'
3 A611
2 A401
2 A401
2 A402
2 A402
1 A402
1 A402
1 A401
1 A401
1 A403
1 A403
2 A403
2 A403
1 A404
1 A404
2 A404
2 A404
218 sq ft
6'-6"
26'-0"
42'-7"
70'-11"
20'-4"
42'-6"
26'-0"
18'-2"33'-7 1/2" 73'-7" 18'-2" 33'-7 1/2"
78'-11 1/2" 19'-6 1/2" 10'-0" 41'-0"
55'-3 1/2" 68'-6"18'-9" 12'-9 1/2" 16'-2" 4'-11"
25'-4 1/2" 62'-6"41'-7 1/2" 16'-6"
2'-6"
149'-6"
177'-2"
148'-6"
176'-5"
D5-01
D5-02

06.23 21.03

06.23 06.23

06.23 48.01

14.02 01.2801.28

01.28 01.28

03.12 23.02

07.18 23.02

23.02 07.18

23.02 07.18
BOILER
ROOF AREA = 24,238 SF
H
H
G
G
N
3 A613
3,654 sq ft
STAIR 1

FIRE NOTES

CONSTRUCTION TYPE SHALL BE IIIA

HORIZONTAL EXIT W/ MAG-HOLD DOOR SYSTEM SHALL
BE PROVIDED AT LEVELS 2, 3, AND 4.

EXTERIOR BEARING WALLS SHALL BE 2-HR RATED.

PROJECT SHALL COMPLY WITH NFPA 13 & 14
STANDARDS.

SPRINKLER DENSITY: 15/2000 SF.

STANDPIPES SHALL BE PROVIDED AT EXTERIOR AND
STAIRS 1 & 2.

STAIRS 1 SHALL EXTEND TO ROOF.

COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE

EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC

SPRINKLER AND STANDPIPE SYSTEMS AND OTHER

SPECIAL FIRE EXTINGUISHING SYSTEMS AND RELATED
APPURTENANCE’S SHALL BE SUBMITTED TO THE CITY

OF SAN DIEGO FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.

COMPLETE PLANS AND SPECIFICATIONS FOR FIRE

ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF

SAN DIEGO DEVELOPMENT SERVICES FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION. CFC 907.1.1

LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS
SHALL BE IN ACCORDANCE WITH CFC 906 AND
CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19.

DURING CONSTRUCTION AT LEAST ONE EXTINGUISHER

SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH

STAIRWAY, IN ALL STORAGE AND CONSTRUCTION

SHEDS, IN LOCATIONS WHERE FLAMMABLE OR

COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND

WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER
CFC SECTION3315.1

IN BUILDINGS THAT REQUIRE STANDPIPES, STANDPIPES

SHALL BE PROVIDED DURING CONSTRUCTION WHEN
THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST
LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. A FIRE

DEPARTMENT CONNECTION SHALL BE NO MORE THAN
100 FEET FROM THE AVAILABLE FIRE DEPARTMENT
VEHICLE ACCESS ROADWAYS. CFC SECTIONS 3310,
3313.

BUILDINGS UNDERGOING CONSTRUCTION,

ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC
CHAPTER 33. WELDING, CUTTING, AND OTHER HOT

WORK SHALL BE IN CONFORMANCE WITH CFC
CHAPTER 35.

WALL, FLOOR AND CEILING FINISHES AND MATERIALS

SHALL NOT EXCEED THE INTERIOR FINISH
CLASSIFICATION IN CBC TABLE 803.9 AND SHALL MEET

THE FLAME PROPAGATION PERFORMANCE CRITERIA OF
THE CALIFORNIA CODE OF REGULATIONS, TITLE 19,
DIVISION 1. DECORATIVE MATERIALS SHALL BE

PROPERLY TREATED BY A PRODUCT OF PROCESS

APPROVED BY THE STATE FIRE MARSHAL WITH

APPROPRIATE DOCUMENTATION PROVIDED TO THE
CITY OF SAN DIEGO.

KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE

BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH

OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED

PARKING LEVELS, DOORS GIVING TO ALARM PANELS

AND/OR ANNUNCIATORS, AND ANY OTHER

STRUCTURES OR AREAS WHERE ACCESS TO AN AREA
IS RESTRICTED.

DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5

CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR
PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,

OPENINGS OR COMBUSTIBLE ROOF EAVE LINES

UNLESS PROTECTED BY AN APPROVED SPRINKLER

SYSTEM OR LOCATED IN A TYPE I OR IIA
STRUCTURE SEPARATED BY 10 FEET FROM OTHER
STRUCTURES. CONTAINERS LARGER THAN I CUBIC

YARD SHALL BE OF NON - OR LIMITED-COMBUSTIBLE
MATERIALS OR SIMILARLY PROTECTED OR SEPARATED.

CFC 304.3.

EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE

CABINETS, FIRE EXTINGUISHER LOCATIONS, AND

STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED

BY CURTAINS, MIRRORS, OR ANY OTHER DECORATIVE

MATERIAL

OPEN FLAMES, FIRE AND BURNING ON ALL PREMISES IS

PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY
THE CITY OF SAN DIEGO AND CFC 308.

THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF
ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS
PERMITTED IN ANY EGRESS PATHS.

ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL

NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS

PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR
ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY

WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS

CANNOT BE VIEWED FROM THE PUBLIC WAY, AN

APPROVED SIGN OR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION
SHALL CONFORM TO CBC SECTION 501.2.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".

01.28 03.12

06.23 07.18

14.02 21.03

23.02 48.01

LINE OF BALCONY BELOW
CURB @ ROOF EDGE, TYP
2x FRAMED PARAPET WALL / CURB: HEIGHT & FINISH PER

ELEVATION

MECHANICAL SCREEN, HEIGHT PER ELEVATIONS
ROOFTOP MECHANICAL TRASH CHUTE EXHAUST: REF. DETAIL 11/ A834, REF. MECHANICAL DWGS
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS
MECH EQUIPMENT: REF. MECHANICAL DWGS
PROPOSED LOCATION OF PV PANELS: REF. SOLAR DWGS
SCALE: 1/8" = 1'-0"1 ROOF PLAN

KEYNOTES
date
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
Sept. 29, 2026
Item #9 Page 35 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet

EXTERIOR ELEVATIONS
A301
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
52'-9"
59'-3"
5'-0"
3'-6"
55'-3"
10'-0"
3'-6"
3'-6"
10'-0"
3'-6"

PROPERTY LINE
SDG-1 SDG-3
GRD-1
ECP-1
ECP-3
ECP-4 PARAPET WALLGL-1 MECHANICAL EQUIPMENT
(SCREENED FROM VIEW)

PARAPET WALL

BOILER ROOMSTAIR PROJECTION

ELEVATOR PROJECTION

TOP OF FLOOR,TYP

BOTTOM OF FLOOR, TYP
ECP-2
FF:44.50'
FF:60.83'
FF:71.75'
FF:82.67'
FF:93.58'

TRANSOM
DOOR

TRANSOM
DOOR
45'-0" HEIGHT LIMIT
51'-1"
3'-6" 3'-6"3'-6"
8'-0"8'-0"
48'-7"
8'-0"
14'-0" 1'-10" 9'-1" 1'-10" 9'-1" 1'-10" 9'-1" 1'-10"
BRK-1 MTL-3 TLE-1 DR-1 DR-2
DR-3
GL-2 MTL-2

SIGNAGE UNDER

SEPARATE PERMIT
MTL-2
MTL-4 MAILBOXES
MATERIAL: ALUMINUM
COLOR: DARK BRONZE

SIGNAGE UNDER

SEPARATE PERMIT

PLANE CHANGE
(SEE 1ST FLOOR PLAN)EXISTING GRADE

FINISHED GRADE
55'-7"
62'-1"
52'-9"
59'-3"
3'-6"3'-6"3'-6"
3'-6"
10'-0"
3'-6"
3'-6"
5'-0"

PROPERTY LINE
ECP-1
ECP-2
ECP-3
ECP-4
SDG-1
SDG-2
SDG-3
GRD-1 MECHANICAL EQUIPMENT
(SCREENED FROM VIEW)

PARAPET WALLPARAPET
WALL

BOILER ROOM PROJECTION

STAIR PROJECTION

ELEVATOR PROJECTION

PARAPET WALL

TOP OF FLOOR,TYP

BOTTOM OF FLOOR, TYP
FF:44.50'
@ MAIN LOBBY (BEYOND)
FF:60.83'
FF:71.75'
FF:82.67'
FF:93.58'
13'-11 3/8" 1'-10" 9'-1" 1'-10" 9'-1" 1'-10" 9'-1" 1'-10" 51'-5"
45'-0" HEIGHT LIMIT
8'-0"8'-0" 8'-0"
48'-7"
ECP-2
DR-3
BRK-1
GL-1

GAS METERS

EXISTING GRADE

FINISHED GRADE

MARK DESCRIPTION

EXTERIOR CEMENT PLASTER
MANUF: -
STYLE: 20/30 SAND FINISH
COLOR: INTEGRAL COLOR, MATCH DUNN EDWARDS
DE6225/ FOSSIL

EXTERIOR CEMENT PLASTER
MANUF: -
STYLE: 20/30 SAND FINISH
COLOR: INTEGRAL COLOR, MATCH DUNN EDWARDS
DE6305/ GALWAY BAY

EXTERIOR CEMENT PLASTER
MANUF: -
STYLE: 20/30 SAND FINISH
COLOR: INTEGRAL COLOR, MATCH DUNN EDWARDS
DE6333/ HAMILTON BLUE

EXTERIOR CEMENT PLASTER
MANUF: -
STYLE: 20/30 SAND FINISH
COLOR: INTEGRAL COLOR, MATCH DUNN EDWARDS
DE6370/ CHARCOAL SMUDGE

FIBER CEMENT SIDING
MANUF: JAMES HARDIE
STYLE: ARTISAN SIDING
COLOR: MATCH "ECP-1"

FIBER CEMENT SIDING
MANUF: JAMES HARDIE
STYLE: ARTISAN SIDING
COLOR: MATCH "ECP-2"

VERTICAL FIBER CEMENT SIDING
MANUF: NICHIHA
STYLE: VINTAGEWOOD
COLOR: CEDAR

CONCRETE MASONRY UNIT
MANUF: RCP BLOCK & BRICK
STYLE: SMOOTH FINISH, 8X8X16, STACKED BOND
COLOR: SAND

CONCRETE MASONRY UNIT
MANUF: RCP BLOCK & BRICK
STYLE: SMOOTH FINISH, 8X8X16, STACKED BOND
COLOR: MISSION

BRICK VENEER
MANUF: BELDEN BRICK
STYLE: -
COLOR: 8521 COARSE VELOUR

BRAKE METAL
MANUF: -
STYLE: 22 GAUGE ALUMINUM
COLOR: MATCH "ECP-4"

METAL AWNING
MANUF: -
STYLE: -
COLOR: MATCH "ECP-4"

METAL SCREEN
STYLE: 2" STEEL ANGLE FRAME W/ WIRE MESH

INFILL PANELS
COLOR: TBD

METAL AWNING
MANUF: -
STYLE: -
COLOR: MATCH "ECP-3"
TILE
MANUF: TILEBAR
STYLE: LOFT SEAFOAM 3X6 POLISHED GLASS

SUBWAY TILE
COLOR: SEAFOAM

GUARDRAIL SYSTEM
MANUF: VIVA RAILINGS
STYLE: STRUC PANEL SYSTEM
COLOR: CLEAR

GUARDRAIL SYSTEM
MANUF: VIVA RAILINGS
STYLE: STRUC PANEL SYSTEM
COLOR: TBD

GARAGE ROLLING DOOR
MANUF: WAYNE DALTON
STYLE: MODEL 600
COLOR: MATCH "ECP-4"

STOREFRONT DOOR
MANUF: ARCADIA
STYLE: -
COLOR: MATCH "ECP-4"

MULTI-SLIDE POCKET DOOR
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: ALUMINUM
COLOR: MATCH "ECP-4"

UTILITY SERVICE DOOR
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: HOLLOW METAL
COLOR: MATCH "ECP-2"

WINDOWS
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: VINYL
COLOR: MATCH "ECP-4"

STOREFRONT SYSTEM
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: ALUMINUM
COLOR: MATCH "ECP-4" (FRAME)
GLASS: TRANSPARENT / TRANSLUCENT
ECP-1
ECP-2
ECP-3
ECP-4
SDG-1
SDG-2
SDG-3
CMU-1
CMU-2
BRK-1
MTL-1
MTL-2
MTL-3
MTL-4
TLE-1
GRD-1
GRD-2
DR-1
DR-2
DR-3
DR-4
WIN-1
SF-1
EXT. FINISH SCHEDULE

GENERAL NOTES GENERAL NOTES

1. ALL FLASHING, SHEET METAL VENTS, EXHAUST FANS,

VENTILATORS, DOWNSPOUTS AND PIPE STACKS

SHALL BE PAINTED TO MATCH THE ADJACENT ROOF
OR WALL MATERIAL AND/OR COLOR.

2. ALL WINDOWS ARE RECESSED A MINIMUM OF 2".

SCALE: 1/8" = 1'-0"1 EAST / FRONT ELEVATION
SCALE: 1/8" = 1'-0"2 SOUTH / SIDE ELEVATION

KEYNOTES
07/16/26 - 100% SD
PLANNING DEPT SUB 08
02/03/26 - 100% SD
PLANNING DEPT SUB 07
11/17/25 - 100% SD
PLANNING DEPT SUB 06
BRK-1
Sept. 29, 2026
Item #9 Page 36 of 195
stamp
sheet
date
job no. project title

RINCON ROOSEVELT
2747 / 2775 / 2801 ROOSEVELT STREET - CARLSBAD, CA 92008 2317
sheet

EXTERIOR ELEVATIONS
A302
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916

LICENSED ARCHITECT
STEPHEN E. DALTON
STATE OF CAL I FORNIAO ONo. C25166
01/31/21
3'-6"
3'-6"
51'-5"
55'-7"
62'-1"
57'-7"
64'-1"
3'-6"
15'-0"
10'-0"
3'-6"

PROPERTY LINE
ECP-1
ECP-4
SDG-1
SDG-3
GRD-1
GRD-2
SDG-2

PARAPET WALL PARAPET WALLPARAPET WALL

PARAPET WALL

BOILER ROOM STAIR PROJECTION

BOTTOM OF

FLOOR, TYP
TOP OF

FLOOR,TYP
FF:44.50'
@ MAIN LOBBY (BEYOND)
FF:60.83'
FF:71.75'
FF:82.67'
FF:93.58'
1'-10"
9'-1"
1'-10"
9'-1"
1'-10"
9'-1"
1'-10"
16'-10"
53'-5" (MAX BUILDING HEIGHT)
45'-0" HEIGHT LIMIT
8'-0"8'-0" 8'-0"
3'-6" 3'-6"
3'-6"

42.1'

40.6'39.9'39.7'
ECP-2
DR-3
GL-1

FINISHED GRADE TO

MATCH EXISTING GRADE
3'-6"
3'-6"
53'-5" (MAX BUILDING HEIGHT)
57'-7"
64'-1"
61'-9"
45'-0" HEIGHT LIMIT
5'-0"
10'-0"
3'-6"
10'-0"

PROPERTY LINE
ECP-1
ECP-2
ECP-3
ECP-4 SDG-1
SDG-3
SDG-2
GRD-1

MECHANICAL EQUIPMENT
(SCREENED FROM VIEW)

PARAPET WALL

BOILER ROOM

STAIR PROJECTION

ELEVATOR PROJECTION

TOP OF FLOOR,TYP

BOTTOM OF FLOOR, TYP
FF:44.50'
@ MAIN LOBBY (BEYOND)
FF:60.83'
FF:71.75'
FF:82.67'
FF:93.58'
51'-1"
8'-0"
3'-6"
8'-0"
3'-6"
8'-0"
3'-6"
18'-10"
1'-10"
9'-1"
1'-10"
9'-1"
1'-10"
9'-1"
1'-10"
55'-3"
DR-4
MTL-1
MTL-2 ECP-2
DR-3
GL-1
GL-2
BRK-1 ECP-4