2026-07-28; City Council; 07; Mixed-use development at 840 Carlsbad Village Drive (CT 2024-0007/SDP 2024-0021/CDP 2024-0035, DEV2024-0004) — Carlsbad City Council, July 28, 2026 (part 1 of 3)

CA Review CDS
Meeting Date: July 28, 2026
To: Mayor and City Council
From: Geoff Patnoe, City Manager
Staff Contact: Edward Valenzuela, Senior Planner
[email protected], 442-339-2624
Subject: Mixed-use development at 840 Carlsbad Village Drive (CT 2024-0007/SDP 2024-0021/CDP 2024-0035, DEV2024-0004)
District: 1
Rec
ommended Action
1) Hold a public hearing; and
2) Adopt a resolution approving a California Environmental Quality Act determination for a Class 32 In-Fill Exemption, a tentative tract map CT 2024-0007; site development plan SDP 2024- 0021; and coastal development permit CDP 2024-0035 to demolish a vacant bank building and construct a five-story mixed-use building consisting of 3,801 square feet of commercial space, 50 residential condominium units and 50 covered parking spaces on a 0.72-acre property located at 840 Carlsbad Village Drive in the northwest quadrant of the city, the Village & Barrio Master Plan and Local Facilities Management Zone 1 (Exhibit 1).

Executive Summary
The proposed project will replace a vacant, former bank building on a 0.72-acre lot in the Village at 840 Carlsbad Village Drive with a five-story mixed-use building consisting of 50 condominium units, including eight affordable housing units, 3,801 square feet of commercial space and 50 parking spaces in a ground-level gated parking garage.

The project is subject to the Housing Crisis Act of 2019, which limits certain local discretionary controls on qualifying housing developments.

The applicant is using the state’s Density Bonus Law to increase the project’s residential density by 92% above the maximum base units that are allowed under the Village & Barrio Master Plan.

This law gives a developer the legal right to increase the total number of homes allowed on a property above a city’s maximum limits by as much as 100% in exchange for making some of those units affordable to lower-income families.

As part of the project’s state density bonus application, the applicant is seeking six waivers from city development standards to accommodate the density increase, as detailed below.

For the reasons explained below, including recent state housing laws that preempt certain local land use controls, city staff and the Planning Commission have concluded that the project satisfies all required findings, including consistency with the coastal resource protection polices July 28, 2026
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and the certified Carlsbad Local Coastal Program. Accordingly, staff recommends approval of the project, consistent with local and state laws.

This item is being brought before the City Council because the Village & Barrio Master Plan requires City Council review and approval of the project.

Explanation & Analysis
Project description
The 0.72-acre project site is bordered
by Carlsbad Village Drive on the south,
Jefferson Street on the west, an
adjacent office building on the north
and an alley to the east. An existing
office building is at the corner of
Carlsbad Village Drive and Jefferson
Street and is on a separate parcel, and
is unrelated to this application.

The project site forms an “L” shape
around the dental office building when
viewed from above. The site is currently
occupied by a vacant bank building with
a drive-through area and surface
parking. (A larger location map is
provided as Exhibit 10).

The site is surrounded by a mix of uses, including a church across Carlsbad Village Drive, two- to three-story office buildings to the north, a mix of residential and commercial uses across Jefferson Street to the west and commercial uses across the alley to the east.

The proposed mixed-use development consists of:
• 3,801 square feet of ground floor commercial space that will be divided into three tenant spaces.
• 50 residential condominium units located on the second through fifth floors, including eight affordable housing units.
• 50 parking spaces, including a mix of standard spaces, electric vehicle spaces and accessible spaces, within a ground-level parking garage opening onto the adjacent alley.

A complete summary of the proposed development and the zoning and master plan requirements for the project can be found in the May 6, 2026, Planning Commission staff report provided as Exhibit 2.

Density Bonus Law
Definition
As noted above, California’s Density Bonus Law gives a developer the legal right to increase the total number of homes allowed on a property above a city’s maximum limits by as much as 100% in exchange for making some of those units affordable to lower-income families. The law also July 28, 2026
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allows developers to reduce or exceed city-established development standards, such as building setback requirements and building height limitations, when those standards prevent them from achieving the increased density allowed under the Density Bonus Law.

Application – Density increase
The Village Center District of the Village & Barrio Master Plan permits residential units at a density range of 28 to 35 dwelling units per acre (du/ac) which allows for a maximum of 26 dwelling units on this 0.72-acre property. To allow for the construction of 50 units, the applicant is requesting a 92% density bonus, allowing for an additional 24 units.1 The resulting proposed density is 69.4 dwelling units per acre.

The density bonus is achieved by designating at least 15% of the 26 base density units, or four units, as affordable to very low-income households and another 15% of the base density, or four additional units, as affordable for moderate-income households.2 These units satisfy the requirements of the state’s Density Bonus Law as well as the city’s Inclusionary Housing Ordinance, which requires the developer to make 15% of their total units affordable for lower-income households. All inclusionary housing units will have restrictions on the deed of the property requiring they continue to be priced as affordable units for 55 years.

Application – Deviations from development standards
An incentive/concession and waiver to a development standard is allowed by the Density Bonus Law if it is necessary to achieve the requested density, does not cause a specific adverse impact on public health or safety, does not have an adverse impact on property listed on the California historical register, and does not violate state or federal law. The applicant is requesting one incentive/concession and six density bonus waivers from the development standards in the Village & Barrio Master Plan and the Carlsbad Municipal Code. Please see the summary of the incentive/concession and waivers below and in Exhibit 2, the Planning Commission staff report, for additional information.

Incentive/Concession – up to three can be requested for this project.

1. Concession to waive all commercial parking requirements for the project. Two accessible spaces will be provided voluntarily.

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 context of the Density Bonus Law, fractional units for “base density” and “total density” are rounded up to the next whole number. Therefore, the proposed project’s “total density” unit yield is 50 dwelling units.
2 The U.S. Department of Housing and Urban Development defines a very low-income household family as one whose income does not exceed 50% of the average area median income for the region and defines a moderate-income household family as one whose income does not exceed 120% of the average area median income for the region. In 2025, HUD reported that the average area median income for the San Diego County region is $130,800, so a very low-income family of four makes no more than $82,700 annually.

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Waivers – an unlimited number can be requested

1. W aiver of maximum building height of 45 feet and four stories (Village & Barrio Master Plan’s

2.7.1(G)(1))
Proposed
The maximum building height will be 63 feet and 6 inches and five stories with allowed height protrusions up to 71 feet and 2 inches.

2. Waiver of a maximum of 30% of the fourth story street-facing facade allowed at a zero-foot setback. The remaining building floor shall be set back a minimum of 10 feet from the property line. (VBMP 2.7.1(G)(3)(a))
Proposed
One hundred percent of the fifth story Jefferson Street-facing facade at a zero-foot setback.

One hundred percent of the fifth story Carlsbad Village Drive-facing facade at a 10-foot setback.

3. Waiver of enclosed fourth (and higher) floor area limited to 80% or less of the largest enclosed floor space below (VBMP 2.7.1(G)(3)(b))
Proposed
The fifth story will be 92% of the enclosed fourth floor area.

4. Waiver of limiting building facades visible from the public street from extending more than 40 feet in length without a 5-foot minimum variation in the wall plane and change in the roofline (VBMP 2.7.1(H)(1))
Proposed
Building facades include lengths of up to 69 feet in length without a 5-foot minimum variation in the wall plane and change in the roofline.

5. Waiver of minimum average 25-foot building depth for Carlsbad Village Drive ground floor street frontage uses (VBMP 2.7.1(I)(1))
Proposed
Retail along Carlsbad Village Drive to have an average depth of 22 feet.

6. Waiver of minimum parking stall size of 8.5 feet by 20 feet for enclosed garages (Carlsbad Municipal Code Section 21.44.060(A)(3) Table D)
Proposed
Two feet reduction in length of standard parking stalls. General parking spaces will have a stall size of 9 feet by 18 feet and compact spaces will have a stall size of 8 feet by 18 feet.

Twenty percent of the 50 parking spaces will be compact.

Please refer to the May 6, 2026, Planning Commission staff report for more background information on Density Bonus Law criteria, incentives, concessions, waivers and other related considerations (Exhibit 2).

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Carlsbad Inclusionary Housing Ordinance
Definition
To help address the ongoing need for affordable housing, the city adopted an Inclusionary Housing Ordinance (Municipal Code Chapter 21.85) in 1993 that established the legal basis for requiring affordable – or inclusionary – housing units in new residential development in the city.

The law, which applies to all proposed development projects that include residential units, requires that at least 15% of the base density units within a project be affordable to lower- income households.

Application
In keeping with the Inclusionary Housing Ordinance, 15% of the base units, or four units, shall be constructed and restricted both as to occupancy and affordability to very low-income households – 26 units X 15% = 3.9 units, rounded up to 4 – and 15% of the base units, or four units, are required to be constructed and restricted to moderate-income households.

The inclusionary housing requirement overlaps with the requirements of the state’s Density Bonus Law. Accordingly, the four very low-income units and the four moderate-income units satisfy both the city’s inclusionary housing requirements and the Density Bonus Law’s requirements.

Please refer to the May 6, 2026, Planning Commission staff report for more background information on inclusionary housing requirements and the project’s affordable housing provisions (Exhibit 2).

State housing laws and limits to local control
Overview
Over the past decade, the California Legislature has amended state law to expand and strengthen measures intended to create more affordable housing, in recognition of the critically low volumes of housing stock across the state and the belief that local jurisdictions are not doing enough to address the need for more affordable housing. In response, most bills passed by the Legislature have made it easier and faster for housing projects to be approved while limiting a local government’s ability to deny, reduce the density of or make infeasible those housing projects. The specific housing laws that are being applied to the proposed development project and are worth highlighting are reflected below.

Density Bonus Law
As stated above, under state law projects that restrict a percentage of units as affordable are entitled to a density increase above a city’s maximum density. Local jurisdictions cannot deny or limit the density increase, nor can the city require the applicant to submit an amendment to the city's General Plan to reflect the increase in housing units. This is a developer right under state law. The Density Bonus Law also allows applicants concessions or incentives from certain requirements and waivers of development standards. State law does give local cities the ability to deny waivers, but the findings are, by design, extremely difficult to make. • To deny a waiver, the city must identify a specific adverse impact on public health and safety and that there is no feasible method to satisfactorily mitigate or avoid the impact.

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• An adverse impact means a significant, quantifiable, direct and unavoidable impact based on objective, identified written public health or safety standards, policies or conditions as they existed on the date the application was deemed complete.

This is a high bar to overcome, and both cities and community groups have previously tried to challenge such waivers, only to be denied in court. For example, in 2022, the state Court of Appeal ruled in the case of Bankers Hill 150 v. City of San Diego that the developers of density bonus projects are entitled to waive development standards that would prevent the project from being built as designed – even if the project could be redesigned to comply with the relevant standards. In other words, the courts have held that a city cannot redesign a qualifying density bonus project on the theory that, if the project were configured differently, it would not need the requested waivers. For additional information on the Density Bonus Law, please refer to the city’s Informational Bulletin provided as Exhibit 5.

State Housing Accountability Act
The Housing Accountability Act, California Government Code Section 65589.5, limits a local government’s decision-making authority over certain housing development projects. The legislature first enacted the act in 1982 and has amended the law over the years. It now involves a multitude of interconnected and overlapping Government Code sections. Many of the most significant amendments were added in the past seven years.

Most notably, the Housing Accountability Act states that when a proposed housing development project complies with the applicable general plan, zoning, subdivision standards and objective design criteria that were in effect at the time that the application was deemed complete, cities cannot reject the project or impose a condition requiring lower density unless the city finds, based on a preponderance of evidence, that:
• The project would have a specific, adverse impact on public health and safety, unless disapproved or approved at a lower density; and
• There is no feasible method to satisfactorily mitigate or avoid the adverse impact, unless disapproved or approved at a lower density.

A “specific, adverse impact” means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified written public health or safety standards, policies, or conditions as they existed on the date the application was deemed complete. For the proposed application, city staff found no “specific, adverse impact” that could not be mitigated or adequately addressed.

State H ousing Crisis Act
The Housing Crisis Act of 2019, commonly referred to as Senate Bill 330, amended the Housing Accountability Act, with several pro-housing provisions that further limited a city’s ability to deny an application for a housing project that meets established development requirements. The Housing Crisis Act also placed limits on permit processing. The law:
• Allows certain projects to establish vesting rights that limit the city to only applying those codes, requirements and fees that were in place at the time the application was filed; • Shortened the timelines allowed to review applications; July 28, 2026
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• Limits the number of public meetings to five, which includes any required community meetings;
• Requires that any new requirement established must be objective, meaning clear and measurable, or provides specific direction for how to apply requirements, criteria or standards;
• Prohibits a city from “downzoning” properties, that is, reducing residential density, through land use designations or other development standards unless a city concurrently “upzones” another location to ensure there is no net loss in residential capacity; and • Prohibits a city from imposing housing caps or moratoriums on housing developments.

As a result of these and other recent housing statutes, the city's role in reviewing housing development proposals has become increasingly guided by state law. State housing laws establish specific standards and limitations that govern the review and approval of qualifying residential projects. Accordingly, the city's review of the proposed project has been conducted within the parameters established by these state statutes and the city's applicable development standards.

Planning Commission’s recommendation
The Planning Commission considered the project after a public hearing on May 6, 2026. No public testimony was provided at the hearing. After receiving and considering written public comments received prior to the hearing, the Planning Commission recommended approval of the project to the City Council. The minutes of the meeting are provided as Exhibit 3. The commission’s resolution recommending approval is Exhibit 4.

Modifications si nce Planning Commission review
Following the Planning Commission's recommendation for approval on May 6, 2026, the applicant revised the project plans to modify the fifth floor common open space deck area.

Under the California Building Code, common open space areas (e.g., shared gathering space) are subject to specific provisions, including but not limited to Health and Safety Code requirements for having sufficient restrooms to meet the needs of the public at peak hours (Health and Safety Code Section 118505). Accordingly, a restroom has been added to the deck area to comply with applicable California Building Code requirements for occupant-serving facilities.

Rather than waiting to introduce the change during the construction drawing phase, the building permit phase, the applicant wanted to incorporate the modification into the plans now, making it part of the discretionary action the City Council is reviewing and considering. That action is approval of the project's tentative tract map (CT 2024-0007), site development plan (SDP 2024- 0021) and coastal development permit (CDP 2024-0035). The modification is limited to the addition of the restroom and associated interior improvements in accordance with code compliance standards and does not alter the approved residential unit count, commercial floor area, building height, building footprint, project density, parking supply or overall site design.

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construction drawing phase if found to be in "substantial conformance" with the original project description, findings, and conditions.3
In this instance, the modification has been evaluated under the same criteria for minor versus major changes and staff found that the modification is minor in nature and does not affect the Planning Commission's findings or recommendation for approval. The modification maintains consistency with the project's approved design, use and applicable development standards as it was presented to the Planning Commission on May 6, 2026. The plans, including the modification, are provided as Exhibit 6.

Public notification
Public notice of this meeting, as well as for the Planning Commission hearing, was mailed to property owners within 600 feet of the project site and posted in accordance with the requirements of the Ralph M. Brown Act, California’s open meeting law.

Information regarding public notification of this item such as mailings, public hearing notices posted in a newspaper of general circulation and the city’s website are available in the Office of the City Clerk.

The project is also subject to City Council Policy No. 84 – Development Project Public Involvement Policy.4 In compliance with the policy’s enhanced stakeholder outreach requirements:
• A notice of the project application was initially mailed on Oct. 7, 2024, to all owners of property located within a 600-foot radius. On Feb. 14, 2025, 70 commercial tenants were required to be notified of the project, completing the first notice of project application; • A two-foot-tall by three-foot-wide yellow sign was also posted at the project site on Oct. 7, 2024;
• An enhanced stakeholder outreach public meeting was held on Feb. 18, 2025, attended by 11 interested people. The enhanced stakeholder outreach report is provided as Exhibit 7;
• An additional notice was sent to all owners and tenants within 600 feet on Aug. 25, 2025, to reference a 2-foot increase to the proposed building height; and • A total of 163 property owners and 402 tenants were notified through the notice of project application.

Correspondence received prior to the Planning Commission hearing is included as a part of the Planning Commission staff report provided as Exhibit 2. Comments received after the Planning Commission hearing are included as Exhibit 8.

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

3 Chapter 21.89 of the Carlsbad Municipal Code establishes the process to review project changes in conformance with a previously approved discretionary action. 4 This project was submitted before recent updates to City Council Policy No. 84. Enhanced stakeholder outreach was required for the project.

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Next Steps
If the request is approved, the next steps for development would be the design development phase, with construction drawings. The applicant received approval for concurrent processing and has submitted construction drawings, such as grading and building plans, which need to be reviewed and approved by the city prior to authorizing construction work. A detailed schedule will be subsequently developed by the applicant. Grading and building permits typically take between six and twelve months to process. If approved, the tentative tract map, site development plan, and coastal development permit will expire in three years unless construction commences and could be extended for up to six additional years.

Environmental Evaluation
The California Environmental Quality Act (CEQA) requires public agencies to consider the environmental effects of their proposed actions, provide opportunities for public review and comment on environmental issues, and avoid or reduce significant environmental impacts where feasible. Prior to final action on the project, the City Council will make an environmental determination as part of the approval action to ensure compliance with CEQA.

The CEQA Guidelines (California Code of Regulations, Title 14, Division 6, Chapter 3) identify certain types of projects that are exempt from further CEQA review. One such exemption is the Class 32 Categorical Exemption for In-Fill Development Projects, set forth in CEQA Guidelines Section 15332. This exemption applies to projects that meet the following criteria:
• Project is consistent with the city’s General Plan and zoning regulations for the property • Project site is no larger than five acres in size and substantially surrounded by urban uses • The site has no value as habitat for rare, endangered or threatened species • Approval of the project would not result in any significant effects relating to traffic, noise, air quality or water quality
• The site can be adequately served by all required utilities and public services State As sembly Bill 1633 (effective January 2024) expanded the definition of “disapproval of a housing development project” under the Housing Accountability Act to include a local agency’s failure to complete CEQA review and issue an in-fill development exemption for projects meeting the applicable criteria.

In accordance with the city’s Zoning Ordinance (CMC Title 19) and the Housing Accountability Act, staff completed an environmental review of the project consistent with CEQA requirements.

Based on this review, staff find that the project qualifies for a categorical exemption under CEQA Guidelines Section 15332, In-Fill Development Projects. Please refer to Exhibit 9 for the in-fill development exemption analysis, which is included as part of the draft CEQA Notice of Exemption.

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Exhibits

1. City Council resolution

2. Staff Report from May 6, 2026, Planning Commission Meeting (on file in the Office of the City Clerk)

3. Minutes from May 6, 2026, Planning Commission Meeting (on file in the Office of the City Clerk)

4. Planning Commission Resolution No. 7577 (on file in the Office of the City Clerk)

5. Informational Bulletin IB-112 - State Density Bonus Law

6. Plans (on file in the Office of the City Clerk)

7. Enhanced stakeholder outreach report

8. Correspondence received after May 6, 2026, to noon, July 28, 2026

9. California Environmental Quality Act Notice of Exemption

10. Location map
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RESOLUTION NO. 2026-163

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

CALIFORNIA, APPROVING OF A CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION FOR A CLASS 32 IN-FILL EXEMPTION, A TENTATIVE TRACT MAP CT 2024- 0007, SITE DEVELOPMENT PLAN SDP 2024- 0021, AND COASTAL DEVELOPMENT PERMIT CDP 2024-0035 TO DEMOLISH A VACANT

BANK BUILDING AND CONSTRUCT A FIVE -STORY MIXED -USE BUILD ING CONSISTING OF 3,801 SQUARE FEET OF COMMERCIAL SPACE, 50 RESIDENTIAL CONDOMINIUM UNITS AND 50 COVERED PARKING SPACES ON A 0.72-ACRE PROPERTY LOCATED AT 840 CARLSBAD VILLAGE DRIVE IN THE

NORTHWEST QUADRANT OF THE CITY, THE VILLAGE & BARRIO MASTER PLAN AND LOCAL FACILITIES MANAGEMENT ZONE 1

CASE NAME: RINCON CVD
CASE NO.: CT 2024- 0007/SDP 2024- 0021/CDP 2024- 0035 (DEV2024- 0004)

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 May 6, 2026, hold a duly noticed public hearing as prescribed by law to consider Tentative Map, CT 2024-0007, Site Development Plan, SDP 2 024-0021, and Coastal Development Permit , CDP 2024-0035, as referenced in Planning Commission adopted Resolution No. 7577 recommending to the City Council that it be approved; and WHEREAS, the City Council of the City of Carlsbad held a duly noticed public hearing to consider the project, its impact on the environment, said tentative map, site development plan, and coastal development permit; and
WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, the City Council considered all factors relating to the project, including but not limited to the tentative map, site development plan, and coastal development permit.

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 (CEQA). The proposed action to demolish a vacant bank building and associated drive -through and the construction of five-story, mixed-use building featuring 50 residential condominium and approximately 3,800 square feet of commercial space, is categorically exempt from environmental review under CEQA Guidelines section 15332 (Class 32 – In-Fill Development Projects), Docusign Envelope ID: 1B4E17FC-D590-859E-8007-23B747188850

because it is in -fill development within an urbanized area and meets the following criteria: the project is consistent with the city’s General Plan and zoning regulations; the project site is no larger than five acres in size and substantially surrounded by urban uses; t he site has no value as habitat for rare, endangered or threatened species ; approval of the project would not result in any significant effects relating to traffic, noise, air quality or water quality; and the site can be adequately served by all required utilities and public services. No exceptions to the categorical exemption as set forth in CEQA Guidelines Section 15300.2 or Carlsbad Municipal Code Section 19.04.070(C) apply. The notice of exemption will be filed with the Recorder/County Clerk within five days after project approval by the decision-making body.

3. That the recommendation of the Planning Commission for the approval of Tentative Map, CT 2024-0007, Site Development Plan, SDP 2024-0021, and Coastal Development Permit, CDP 2024-0035, is adopted and approved, and that the findings and conditions of the Planning Commission contained in the Planning Commission adopted Resolution No. 7577 on file with the City Clerk and incorporated herein by reference, are the findings and conditions of the City Council.

4. That the following Condition 72, which was offered, confirmed and agreed to by the project applicant at the City Council Meeting on July 28, 2026, is also adopted:

Prior to occupancy of the first residential unit, the project will offer to install and , if accepted, install mechanical lifts to provide 23 additional spaces to serve the residential units, assigned proportionately to the market rate and affordable units.

Evidence of compliance will be provided to the City Planner.

5. The City Council finds that modification to the fifth- floor common open space area to add a restroom does not significantly change the project’s design, use, or compliance with zoning and development standards. Said change falls within the scope of allowable adjustments and the revision is necessary for the occupant- serving facility to comply with the Carlsbad Municipal Code, California Building Standards Code and Health and Safety Code Section 11805 requirements . The modification does not alter the findings or approval recommendations of the Planning Commission.

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6. 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 am ount 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.

PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 28th day of July, 2026, by the following vote, to wit:

AYES: Blackburn, Bhat-Patel, Acosta, Shin.

NAYS: Burkholder.

ABSTAIN: None.

ABSENT: None.
______________________________________
KEITH BLACKBURN, Mayor

______________________________________
SHERRY FREISINGER, City Clerk
(SEAL)

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Exhibit 2

Staff Report from May 6, 2026,
Planning Commission Meeting
(on file in the Office of the City Clerk)

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Minutes from May 6, 2026,
Planning Commission Meeting
(on file in the Office of the City Clerk)

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Planning Commission Resolution No. 7577
(on file in the Office of the City Clerk)

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Plans
(on file in the Office of the City Clerk)

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sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

TITLE SHEET
A001
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

STATE OF CAL I FORNIA
O O
No. C25166
01/31/21
CT 2024-0007
SDP 2024-0021
CDP 2024-0035 (DEV2024-0004)
11/13/2024
DISC SUB 02
01/24/2025
DISC SUB 03
05/08/2025
DISC SUB 04
08/13/2025
DISC SUB 05
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
11/19/2025
DISC SUB 06
06/16/2026

DISC HEARING SUB

SHEET INDEX

GENERAL
A001 TITLE SHEET
A002 AREA DIAGRAMS
A003 AREA DIAGRAMS
A004 AREA DIAGRAMS
A005 CODE COMPLIANCE - OPENINGS
A006 CODE COMPLIANCE - OPENINGS
A007 CODE COMPLIANCE - OPENINGS
A008 CODE COMPLIANCE - RETAIL GLAZING
A009 CLIMATE ACTION PLAN
A010 PHOTOGRAPHIC SURVEY
CIVIL
C-1 GENERAL NOTES AND CALCULATIONS
C-2 PRELIMINARY DEMO PLAN
C-3 PRELIMINARY IMPROVEMENT PLAN
C-4 PRELIMINARY GRADING PLAN
C-5 SECTIONS
C-6 DETAILS

ARCHITECTURAL
A101 ARCHITECTURAL SITE PLAN
A102 FIRE ACCESS PLAN
A201 1ST FLOOR PLAN
A202 2ND FLOOR PLAN
A203 3RD FLOOR PLAN
A204 4TH FLOOR PLAN
A205 5TH FLOOR PLAN
A206 ROOF PLAN
A301 EXTERIOR ELEVATIONS
A302 EXTERIOR ELEVATIONS
A303 PERSPECTIVE VIEWS
A304 PERSPECTIVE VIEWS
A401 BUILDING SECTIONS
A402 BUILDING SECTIONS
A403 BUILDING SECTIONS
A601 UNIT PLANS - UNIT A1
A602 UNIT PLANS - UNIT A2
A603 UNIT PLANS - UNIT B1
A604 UNIT PLANS - UNIT B2
A605 UNIT PLANS - UNIT B3
A606 UNIT PLANS - UNIT C1
A607 UNIT PLANS - UNIT C2 & C3

LANDSCAPE
L-01 LANDSCAPE CONCEPT PLAN
L-02 LANDSCAPE CONCEPT PLAN
L-03 EXISTING TREE PLAN
L-04 MAINTENANCE PLAN
L-05 WATER CONSERVATION PLAN
L-06 WATER USE PLAN
L-07 UTILITY CONFLICT PLAN
L-08 LIGHTING PLAN
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
36" WIDE REFRIGERATOR,

COUNTER DEPTHREF
30" WIDE ELECTRIC STOVE
34" DOUBLE KITCHEN SINK
24" DISHWASHERDW

MICROWAVE SIZE TBD,
FIT IN 24" WIDE BASE CABINET
MW

DRAFTING SYMBOLS

PROJECT TEAM

OWNER/ RINCON HOMES
DEVELOPER 5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
888.357.3553

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

STRUCTURAL GOUVIS ENGINEERING
MECHANICAL 15 STUDEBAKER
ELECTRICAL IRVINE, CA 92618
PLUMBING 949.752.1612

- CONSTRUCTION OF A NEW 5-STORY MIXED-USE BUILDING
INCLUDING:
- (50) CONDOMINIUM UNITS
- GROUND FLOOR LOBBY
- RESIDENTIAL AMENITY SPACES AT LEVELS 2 & 5
- (3) COMMERCIAL SPACES ON GROUND FLOOR.
(TENANT IMPROVEMENT UNDER SEPARATE PERMIT)
- AT-GRADE PARKING
- TOTAL AREA: 111,093 SF
- LEVEL 1 TO BE TYPE IA
- LEVELS 2-5 TO BE TYPE IIIA

SCOPE OF WORK

PROJECT

LOCATION

VICINITY MAP

CARLSBAD

VILLAGE
DR.

GRAND
AVE

JEFFERSON
ST

HARDING
ST
N
(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
DEVELOPMENT SUMMARY 07

PROJECT INFORMATION
ADDRESS: SITE GROSS AREA .72 AC 31,513 SF

CARLSBAD, CA
SITE AREA NET .69 AC 29,924 SF
OWNER
A.P.N. 203-354-15
PARCEL 1

PROJECT NAME

APPLICATION TYPES
PARCEL 2

PROJECT NOTES

DEVELOPMENT REGULATIONS

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

COMMUNITY PLAN V-B (VILLAGE BARRIO)
PROPOSED BUILDING 87%
OVERLAY ZONES: COASTAL ZONE COVERAGE
MASTER PLAN: OCCUPANCY TYPES:

S-2 - STORAGE
EXISTING LAND USE: COMMERCIAL
PROPOSED LAND USE: CONSTRUCTION TYPE:

SETBACKS REQUIREDPROPOSED GROUND FLOOR HEIGHT 14 FT
FRONT 0 FT MIN 2'-5" PROPOSED BUILDING HEIGHT 63'-6" FT 5 FT MAX 4'-11" 5 STORIES
SIDE 0 FT MIN VARIES APPLICABLE CODES 2022 CBC, CFC, CMC, CPC, CEC CEnergyC, CGBC
REAR 0 FT MIN 10'-2"

SIDE STREET N/A
S-1 - STORAGE
LEVEL 1 - TYPE IA
LEVELS 2-5 - TYPE IIIA

MIXED-USE
(RESIDENTIAL / COMMERCIAL)

M - MERCANTILE
A-3 - ASSEMBLY

LEGAL DESCRIPTION
THE EAST HALF OF LOTS 1 TO 4
INCLUSIVE, IN BLOCK 56 OF
CARLSBAD, ACCORDING TO MAP NO.775
(949) 637-3254

RINCON CVD
R-2 - RESIDENTIAL
COASTAL DEVELOPMENT PERMIT (CDP) CARLSBAD, ACCORDING TO MAP NO.775

VILLAGE AND BARRIO MASTER PLAN
(VBMP), VILLAGE CENTER (VC) DISTRICT
27, 329 SF / 31,513 SF = .87

PRIVATELY FUNDED PROJECT
6/2/2026 840 CARLSBAD VILLAGE DRIVE
840 CARLSBAD VILLAGE DRIVE

TENTATIVE MAP (CT)
840 CVD LLC
LOTS 5 TO 11 INCLUSIVE, IN BLOCK 56 OF SITE DEVELOPMENT PLAN (SDP) 5315 AVENIDA ENCINCAS SUITE 200
CARLSBAD, CA 92008

AFFORDABLE HOUSING PROJECT

DENSITY BONUS
BASE DENSITY .72 AC x 35 DU / AC = 25.3 DU 26 DU
SET ASIDE UNITS (DB) VERY LOW 15% = 3.9 DU 4 DU
1, 2 MODERATE 15% = 3.9 DU 4 DU
8 DU
DENSITY BONUS VERY LOW 50.00% = 13. DU 13 DU
1, 2 MODERATE 50.00% = 13. DU 13 DU
26 DU
TOTAL UNITS ALLOWED 52 DU
TOTAL UNITS PROVIDED 50 DU
PROPOSED DENSITY 50 DU / .72 AC = 69 DU / AC 70 DU / AC 1 PROJECT UTILIZES STATE LAW (AB 1287) EFFECTIVE JAN 1, 2024 2 CARLSBAD INCLUSIONARY ALTERNATIVE COMPLIANCE #2. TOTAL AVERAGE <80% AMI CARLSBAD INCLUSIONARY (15% MIN): 8. DU / 52. DU = 15.4% ALTERNATIVE COMPLIANCE AMI # AVERAGE
VERY LOW 50% 4 DU 200.0%
MODERTATE 110% 4 DU 440.0%
8 DU 80.0% < 80.0%

INCENTIVES / WAIVERS
AVAILABLE: 3
PROPOSED: INCENTIVE EV CAPABLE COMMERCIAL REQUIREMENTS CAP P-30 - SECTION 4B. 2 3
WAIVER BUILDING HT / STORY LIMIT VBMP 2.7-1.G.1.a
WAIVER 4TH FLOOR 30% MAX 0 FT SETBACK VBMP 2.7-1.G.3.a
WAIVER 4TH FLOOR 80% MAX AREA OF FLOOR BELOW VBMP 2.7-1.G.3.b WAIVER MAX WALL PLANE VBMP 2.7-1.H.1
WAIVER MIN. AVERAGE OF 25' BLDG DEPTH FRONTAGE ON CARLSBAD VILLAGE DRIVE VBMP 2.7-1.I.1 WAIVER PARKING STALL LENGTH (CMC) 21.44.060(A)(3)
DEVELOPMENT SUMMARY 07

PROJECT INFORMATION
ADDRESS: SITE GROSS AREA .72 AC 31,513 SF

CARLSBAD, CA
SITE AREA NET .69 AC 29,924 SF
OWNER
A.P.N. 203-354-15
PARCEL 1

PROJECT NAME

APPLICATION TYPES
PARCEL 2

PROJECT NOTES

DEVELOPMENT REGULATIONS

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

COMMUNITY PLAN V-B (VILLAGE BARRIO)
PROPOSED BUILDING 87%
OVERLAY ZONES: COASTAL ZONE COVERAGE
MASTER PLAN: OCCUPANCY TYPES:

S-2 - STORAGE
EXISTING LAND USE: COMMERCIAL
PROPOSED LAND USE: CONSTRUCTION TYPE:

SIDE STREET N/A
S-1 - STORAGE
LEVEL 1 - TYPE IA
LEVELS 2-5 - TYPE IIIA

MIXED-USE
(RESIDENTIAL / COMMERCIAL)

M - MERCANTILE
A-3 - ASSEMBLY

LEGAL DESCRIPTION
THE EAST HALF OF LOTS 1 TO 4
INCLUSIVE, IN BLOCK 56 OF
CARLSBAD, ACCORDING TO MAP NO.775
(949) 637-3254

RINCON CVD
R-2 - RESIDENTIAL
COASTAL DEVELOPMENT PERMIT (CDP) CARLSBAD, ACCORDING TO MAP NO.775

VILLAGE AND BARRIO MASTER PLAN
(VBMP), VILLAGE CENTER (VC) DISTRICT
27, 329 SF / 31,513 SF = .87

PRIVATELY FUNDED PROJECT
6/2/2026 840 CARLSBAD VILLAGE DRIVE
840 CARLSBAD VILLAGE DRIVE

TENTATIVE MAP (CT)
840 CVD LLC
LOTS 5 TO 11 INCLUSIVE, IN BLOCK 56 OF SITE DEVELOPMENT PLAN (SDP) 5315 AVENIDA ENCINCAS SUITE 200
CARLSBAD, CA 92008

AFFORDABLE HOUSING PROJECT

SUPPLEMENTAL RESIDENTIAL REGULATIONS
REQUIRED RECREATIONAL 15 SF / UNIT
COMMON SPACE 15 x 50 DU = 750 SF PHOTOVOLTAIC REQ'D YES PROVIDED RECREATIONAL COURTYARD = 1,511 SF KW-DC (TOTAL) 93.28 KW COMMON SPACE AMENITY DECK = 730 SF
KW-DC (ROOF) 93.28 KW
REQUIRED RECREATIONAL 60 SF PER UNIT

PRIVATE SPACE SEWER DISTRICT CITY OF CARLSBAD WASTEWATER DIVISION PROVIDED RECREATIONAL 63 SF AT SMALLEST UNIT WATER DISTRICT CITY OF CARLSBAD MUNICIPAL WATER DISTRICT PRIVATE SPACE (SEE SHEETS A002 & A003

FOR UNIT AREA BREAKDOWN) SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT AVG. DAILY TRAFFIC AVG DAILY: 31 x 4 = 124 ADT PROPOSED WATER 9,382 GDP ESTIMATES EXISTING AM PEAK HOUR: 8% ADT = 10 DEMAND (GPM / GPD) PM PEAK HOUR: 10% ADT = 13
PROPOSED SEWER 52.1 EDU
AVG. DAILY TRAFFIC AVG DAILY: 50 x 4 = 200 ADT GENERATION (EDU) ESTIMATES PROPOSED AM PEAK HOUR: 8% ADT = 16
PM PEAK HOUR: 10% ADT = 20 PROPOSED DRAINAGE 4.19 CFS

DISCHARGE (CFS)

UNIT TABULATION
UNIT # DU SF / DU
A1 7 952 SF 6,664 SF (SEE NOTE 1)
A1.1 4 958 SF 3,832 SF
A2 8 876 SF 7,008 SF (SEE NOTE 2)
SUB-TOTAL 19 17,504 SF
B1 4 1,228 SF 4,912 SF
B1.1 4 1,228 SF 4,912 SF (SEE NOTE 3)
B1.2 3 1,230 SF 3,690 SF
B1.3 1 1,230 SF 1,230 SF
B2 2 1,632 SF 3,264 SF
B2.1 1 1,632 SF 1,632 SF
B3 4 1,565 SF 6,260 SF
SUB-TOTAL 19 25,900 SF
C1 4 1,791 SF 7,164 SF
C2 4 2,239 SF 8,956 SF
C2.1 2 2,239 SF 4,478 SF
C3 2 2,286 SF 4,572 SF
SUB-TOTAL 12 25,170 SF
50 68,574 SF
AVERAGE UNIT = 1,371 SF

UNIT NOTES
1 (3) A1 UNITS: 202, 301, 401 ARE BEING DESIGNATED AS AFFORDABLE UNITS 2 (4) A2 UNITS: 204, 205, 304, 305 ARE BEING DESIGNATED AS AFFORDABLE UNITS 3 (1) B1.1 UNIT: 208 IS BEING DESIGNATED AS AFFORDABLE UNIT NRSF
2 BR

TOTAL UNITS
3 BR
1 BR
24%
38%
38%

GROSS FLOOR AREA
NRSF / SALES SF 72,887 SF
RESIDENTIAL 68,574 SF
RETAIL 1 1,155 SF
RETAIL 2 1,441 SF
RETAIL 3 1,205 SF
STORAGE LVL 2 512 SF
STORAGE LVL 3-5 3 x 444 SF/FLR 1,332 SF
HABITABLE AREA 1,643 SF
LOBBY 753 SF
CLUB RM 890 SF
ACCESSORY AREA 2,358 SF
TRASH 351 SF
PARCEL ROOM 145 SF
BIKE ROOM 310 SF
UTILITY (L2-L5) 4 x 41 SF/FLR 164 SF
PUMP RM 232 SF
MPOE 72 SF
ELECTRIC ROOM 384 SF
ELEVATOR MACHINE ROOM 88 SF
FIRE PUMP ROOM 178 SF
IDF 4 x 23 SF/FLR 92 SF
TRASH CHUTES 4 x 66 SF/FLR 264 SF
RESTROOM 78 SF
CIRCULATION 14,504 SF
ELEVATORS L1 1 x 171 SF/FLR 171 SF
ELEVATORS L2-L5 5 x 157 SF/FLR 785 SF
STAIR 1 L1 1 x 162 SF/FLR 162 SF
STAIR 1 L2-L6 5 x 203 SF/FLR 1,015 SF
STAIR 2 L1 1 x 277 SF/FLR 277 SF
STAIR 2 L2-L5 4 x 196 SF/FLR 784 SF
STAIR 3 L1 1 x 289 SF/FLR 289 SF
STAIR 3 L2-L5 4 x 190 SF/FLR 760 SF
HALL L2 1 x 2,842 SF/FLR 2,842 SF
HALL L3- L5 3 x 2,473 SF/FLR 7,419 SF
TOTAL GROSS FLOOR AREA (GFA) 91,392 SF
EFFICIENCY (EXCLUDES GARAGE) 81.5%
GARAGE PARKING EXEMPT/EXCLUDED FROM GFA 18,654 SF
F.A.R. PROPOSED 2.9

ALLOWED N/A

PARKING (MINIMUM REQUIREMENTS)
ADA EV
CBC 1109A.4 CGC CHAPTER 4
RATIO # RATIO # ASSIGNED - 2% 4.106.4.2.2
1 BR 19 DU 1 19 0 0
2 BR 19 DU 1.5 28.5 0 0
3 BR 12 DU 1.5 18 0 0 (% OF TOTAL REQUIRED)
REQUIRED 66 2 READY - 40% = 27
EVCS - 10% = 7
( 1 VAN ACC. EVCS)
PROVIDED 48 2 27 READY, 5 STA. EVCS,
1 VAN ACC. EVCS = 1 VAN ACC. EVCS
1 STA. ACC. EVCS = 1 STA. ACC. EVCS
CBC 11B CAP CITY CARLSBAD
RATIO 1:170 # RATIO # TABLE 11B.208.2 SECTION 4.B
RETAIL 1 1,155 SF 0 0
RETAIL 2 1,441 SF 0 0
RETAIL 3 1,205 SF 0 0 RANGE (0-9)
TOTAL 3,801 SF 170 22.4
REQUIRED 23 1 CAPABLE = 4 (NOTE 3)
EVCS = 1 (NOTE 5)
PROVIDED 2 0 CAPABLE (NOTE 6)
1 VAN ACC.
1 VAN ACC. EVCS
TOTAL PROVIDED 50 4
12 COMPACT 1 VAN ACC. EVCS 27 READY,
1 STA. ACC. EVCS 5 STA. EVCS
1 VAN ACC. EVCS
1 VAN ACC.

PARKING NOTES
1 SITE IS WITHIN 1/2 MILE OF A MAJOR TRANSIT STOP
2 AB 2097 EXEMPTS PROJECT FROM MIN. PARKING REQUIRED (EXCLUDING ACCESSIBLE / EV PARKING) 3 4 NAMES OF BUSINESS OR TENANTS, ADDRESS OR UNIT NUMBER ARE UNKNOWN AT THIS TIME 5 EVCS REQUIRED TO BE VAN ACCESSIBLE PER 11B-228.3.2.1 PROVIDED IN ADDITION TO REQUIRED ACCESSIBLE STALLS PER TABLE 11B-208.2
6 AN INCENTIVE IS BEING REQUESTED FOR THE EV CAPABLE COMMERCIAL REQUIREMENTS

REQUIRED
PROVIDED 310 SF ROOM

TRASH SUMMARY TABLE
19 38 1/3 LANDFILL = 5.3 CY
36 1/3 RECYCLE = 5.3 CY
1/3 ORGANIC = 5.3 CY
TOTAL OCCUPANTS 93 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

TOTAL RESIDENTIAL SOLID WASTE

IN CUBIC YARDS PER WEEK

PER EPA

AVG TRASH
(1*)

TRASH WEIGHT
IN 1 CUBIC
YARD (2*)
93 x 4.9 / 200 x 7 = 15.9 CY

RESIDENTIAL DWELLING UNITS
(19) 1BD
(19) 2 BD
(12) 3 BD
TOTAL #

BEDROOMS

BICYCLE

PARKING
GROSS AREA CITY (REFERENCE ONLY) CALIF AB 2097

SHORT-TERM
PER CGC TABLE 5.106.5.3.1 FOOTNOTE 2, ACCESSIBLE COMMERCIAL-GUEST COMPLIANT EVCS SHALL COUNT TOWARDS THE

CAPABLE

RESIDENTIAL

COMMERCIAL
CITY (REFERENCE ONLY)QNTY CALIF AB 2097
RACK FOR 6 BIKES
RACK FOR 7 BIKES

LONG-TERM
CITY
ROOM

REQUIRED
PROVIDED 310 SF ROOM

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

TOTAL RESIDENTIAL SOLID WASTE

IN CUBIC YARDS PER WEEK

PER EPA

AVG TRASH
(1*)

TRASH WEIGHT
IN 1 CUBIC
YARD (2*)
93 x 4.9 / 200 x 7 = 15.9 CY

RESIDENTIAL DWELLING UNITS
(19) 1BD
(19) 2 BD
(12) 3 BD
TOTAL #

BEDROOMS

BICYCLE

PARKING
GROSS AREA CITY (REFERENCE ONLY) CALIF AB 2097

SHORT-TERM
PER CGC TABLE 5.106.5.3.1 FOOTNOTE 2, ACCESSIBLE COMMERCIAL-GUEST COMPLIANT EVCS SHALL COUNT TOWARDS THE

CAPABLE

RESIDENTIAL

COMMERCIAL
CITY (REFERENCE ONLY)QNTY CALIF AB 2097
RACK FOR 6 BIKES
RACK FOR 7 BIKES

LONG-TERM
CITY
ROOM
- DEMOLITION OF EXISTING STRUCTURES
- FUTURE TENANT IMPROVEMENTS AT THE COMMERCIAL
SPACES
- GRADING IMPROVEMENTS
- LANDSCAPE IMPROVEMENTS
- BUILDING SIGNAGE
- SITE WALLS, RETAINING WALLS AND FENCES OVER 7 FT

IN HEIGHT
- SOLAR PV SYSTEM

SEPARATE PERMITS

RINCON CVD
840 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA 92008

DENSITY BONUS

PROJECT INFORMATION

DEVELOPMENT REGULATIONS

INCENTIVES / WAIVERS

UNIT TABULATION

GROSS FLOOR AREA

TRASH SUMMARY TABLE

PARKING REQUIREMENTS

SUPPLEMENTAL REGULATIONS
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

AREA DIAGRAMS
A002
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
BUILDING USAGE: "S-2" PARKING GARAGE
"R-2" RESIDENTIAL
"M" MERCANTILE
"S-1" RESIDENTIAL STORAGE
"A-3" RESIDENTIAL ASSEMBLY

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

WITH AREA INCREASE
GROUP R-2 65'-0" HEIGHT PER CBC TABLE
504.3
4 STORY PER CBC TABLE
504.4
72,000 SF PER CBC TABLE
506.2
GROUP A-3 65'-0" HEIGHT PER CBC TABLE
504.3
3 STORY PER CBC TABLE
504.4
42,000 SF PER CBC TABLE
506.2
GROUP S-1 85'-0" HEIGHT PER CBC TABLE
504.3
4 STORY PER CBC TABLE
504.4
78,000 SF PER CBC TABLE
506.2
GROUP S-2 85'-0" HEIGHT PER CBC TABLE
504.3
5 STORY PER CBC TABLE
504.4
117,000 SF PER CBC TABLE
506.2
ACTUAL SQUARE FOOTAGE:

BUILDING A - TYPE IA (LEVEL 1)

GROUP S-2 LVL 1 20,109 SF
GROUP M LVL 1 3,801 SF
GROUP R-2 LVL 1 896 SF
BUILDING B - TYPE III (LEVEL 2-5)
GROUP R-2 LVL 2 21,394 SF
LVL 3 21,093 SF
LVL 4 21,044 SF
LVL 5 19,487 SF
SUB-TOTAL 83,018 SF
GROUP S-1 LVL 2 512 SF
LVL 3-5 3 x 444 SF = 1,332 SF
SUB-TOTAL 1,844 SF
GROUP S-2 LVL 2-5 4 x 135 SF = 540 SF
SUB-TOTAL 540 SF
GROUP A-3 LVL 2
(OPEN COURTYARD) N/A
ACCESSORY CALCULATIONS:
(10% MAX OF THE MAIN FLOOR AREA OF THE STORY)
BUILDING B - TYPE III (LEVEL 2-5)
GROUP S-1 LVL 2 512/19,409 = 3%
LVL 3-5 444/19,409 = 2%

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 20,109 / UL =0
GROUP M 3,801 / UL =0
GROUP R-2 898 / UL =0
BUILDING B - TYPE III (LEVEL 2-5)
GROUP R-2 LVL 2 21,394 / 72,000 =0.297
LVL 3 21,093 / 72,000 =0.293
LVL 4 21,044 / 72,000 =0.292
LVL 5 19,487 / 72,000 =0.271
GROUP S-1 LVL 2 512 / 78,000 =0.007
LVL 3 444 / 78,000 =0.006
LVL 4 444 / 78,000 =0.006
LVL 5 444 / 78,000 =0.006
GROUP S-2 LVL 2-5 135 /117,000 =0

SUM OF RATIOS
R-2 1.153
S-1 0.025
TOTAL 1.178 < 2 (REF CBC 506.2.4)
GROUP S-2 LEVEL 1 103 OCC
LEVEL 2 3 OCC
LEVEL 3 3 OCC
LEVEL 4 3 OCC
LEVEL 5 3 OCC

GROUP B LEVEL 1 66 OCC

GROUP R-2 LEVEL 1 49 OCC
LEVEL 2 140 OCC
LEVEL 3 96 OCC
LEVEL 4 96 OCC
LEVEL 5 136 OCC
GROUP A-3 LEVEL 2 101 OCC
GROUP S-1 LEVEL 2 14 OCC
LEVEL 3 12 OCC
LEVEL 4 12 OCC
LEVEL 5 12 OCC
BUILDING TOTAL 849 OCC
BUILDING USAGE: "S-2" PARKING GARAGE
"R-2" RESIDENTIAL
"M" MERCANTILE
"S-1" RESIDENTIAL STORAGE
"A-3" RESIDENTIAL ASSEMBLY

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

BUILDING A - TYPE IA (LEVEL 1)

GROUP S-2 LVL 1 20,109 SF
GROUP M LVL 1 3,801 SF
GROUP R-2 LVL 1 896 SF
BUILDING B - TYPE III (LEVEL 2-5)
GROUP R-2 LVL 2 20,504 SF
LVL 3 21,093 SF
LVL 4 21,044 SF
LVL 5 19,409 SF
SUB-TOTAL 81,050 SF
GROUP S-1 LVL 2 512 SF
LVL 3-5 3 x 444 SF = 1,332 SF
SUB-TOTAL 1,844 SF
GROUP S-2 LVL 2-5 4 x 135 SF = 540 SF
SUB-TOTAL 540 SF
GROUP A-3 LVL 2 1,511 SF
LVL 5 732 SF
SUB-TOTAL 3,058 SF
ACCESSORY CALCULATIONS:
(10% MAX OF THE MAIN FLOOR AREA OF THE STORY)
BUILDING B - TYPE III (LEVEL 2-5)
GROUP S-1 LVL 2-5 444/19,409 = 2%
GROUP A-3 LVL 5 732/19,409 = 4%

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 20,109 / UL =0
GROUP M 3,801 / UL =0
GROUP R-2 898 / UL =0
BUILDING B - TYPE III (LEVEL 2-5)
GROUP R-2 LVL 2 20,504 / 72,000 =0.285
LVL 3 21,093 / 72,000 =0.293
LVL 4 21,044 / 72,000 =0.292
LVL 5 19,409 / 72,000 =0.270
GROUP S-1 LVL 2 444 / 78,000 =0.006
LVL 3 444 / 78,000 =0.006
LVL 4 444 / 78,000 =0.006
LVL 5 444 / 78,000 =0.006
GROUP S-2 LVL 2-5 135 /117,000 =0
GROUP A-3 LVL 2 2,326 / 42,000 =0.055
LVL 5 732 / 42,000 =0.017

SUM OF RATIOS
R-2 1.140
S-1 0.024
A-3 0.072
TOTAL 1.24 < 2 (REF CBC 506.2.4)

CODE ANALYSIS OCCUPANT LOAD

EGRESS ILLUMINATION

THE MEANS OF EGRESS WILL BE ILLUMINATED TO A

LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE

WALKING SURFACE AT ALL TIMES THE BUILDING SPACE
SERVED BY THE MEANS OF EGRESS IS OCCUPIED. (CBC
SECTION 1008.1; 1008.2)

ILLUMINATION EMERGENCY POWER
TWO OR MORE MEANS OF EGRESS ARE REQUIRED.

IDENTIFY ON THE PLANS THE LIGHTING FIXTURES

CONNECTED TO AN EMERGENCY POWER SYSTEM
(STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE

GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE

THE MEANS OF EGRESS FOR A DURATION OF NOT LESS
THAN 90 MINUTES. CBC 1008.3

EXIT SIGNS

TWO OR MORE MEANS OF EGRESS ARE REQUIRED
FROM. PROVIDE EXIT SIGNS PER CBC 1013. THE EXIT

SIGNS SHALL BE READILY VISIBLE FROM ANY

DIRECTION OF EGRESS TRAVEL AND CLEARLY INDICATE
THE DIRECTION OF EGRESS TRAVEL. CBC 1013

EXIT SIGNS-CORRIDOR/PASSAGEWAY

LOCATE THE EXIT SIGNS AT THE HALLWAY AND ROUT

OF EXIT SUCH THAT NO POINT IN THE CORRIDOR/EXIT
PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED

VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS
LESS.CBC SECTION (1013.1)

EXIT SIGN EMERGENCY POWER

EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED AT ALL TIMES.

EXTERNALLY ILLUMINATED EXIT SIGNS SHALL BE

CONNECTED TO AN EMERGENCY POWER SYSTEM
(BATTERIES, UNIT EQUIPMENT OR AN ON-SITE

GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE

THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN
90 MINUTES IN CASE OF PRIMARY POWER LOSS. (CBC
SECTION 1013)

TACTILE EXIT SIGNS

PROVIDE TACTILE EXIT SIGNS COMPLYING WITH CBC
1013.4.

FLOOR-LEVEL EXIT SIGNS

AT THE LOCATION WHERE EXIT SIGNS ARE REQUIRED IN
THE INTERIOR CORRIDOR OF THE GROUP R-2 AND A-3

OCCUPANCIES, PROVIDE ADDITIONAL APPROVED LOW
LEVEL EXIT SIGNS.(CBC SECTION 1013.7)

EGRESS NOTES

1. 2.

3. 4.

5. 6.

7. 8.

OCCUPANCY SEPARATION PER CBC TABLE 508.4
OCCUPANCY R-2 S-2
R-2
S-2
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5

SEPARATION DIAGRAM
A
A
1HR1HR
1HR -
1HR

FIRE-RESISTANCE RATING REQUIREMENTS FOR
BUILDING ELEMENTS (HOURS) PER CBC TABLE 601

ELEMENT TYPE IA
3HRBEARING WALLS 2HR

NONBEARING

INTERIOR WALLS
FLOOR

CONSTRUCTION
ROOF

CONSTRUCTION
PODIUM

CONSTRUCTION

TYPE IIIA
0HR 0HR
2HR 1HR

1.5HR 1HR
3HR -
1HR
1HR
1HR
M
S-1
M S-1
1HR
1HR
1HR 1HR
1HR
1HR1HR
- 1HR 1HR
1HR 1HR -
-1HR -
-

BUILDING A

TYPE IA, UL

BUILDING B
TYPE IIIA, R-2

OCCUPANCY SEPARATION
(S-2) (M)
2-HR STAIR

ENCLOSURE
(R-2) (R-2) (R-2) (R-2) (A-3)
(R-2) (R-2) (R-2) (R-2) (R-2)
(R-2) (R-2) (R-2) (R-2) (R-2)
(R-2) (R-2) (R-2) (R-2) (R-2)
(S-2)
1-HR BETWEEN UNITS,

PER TYPE IIIA
3-HR PODIUM 1-HR BETWEEN

SEPARATED OCCUPANCIES
31,513 SF
27,236 sq ft
27,329 SF / 31,513 SF = 87% COVERAGE PROPOSED
(NO MAX COVERAGE LIMIT REQUIRED)
EX. BANK BUILDING TO BE
DEMOLISHED.
(UNDER SEPARATE PERMIT)
6,460 SF
EX. BANK DRIVE-THRU
TRELLIS TO BE DEMOLISHED.
(UNDER SEPARATE PERMIT)
1,211 SF
EX. TRASH ENCLOSURE TO
BE DEMOLISHED.
(UNDER SEPARATE PERMIT)
58 SF

SITE GROSS AREA

BUILDING AREA

COVERAGE
UP
UP
UP
UP
UP
UP UP
19'-8"
19'-6"
3'-2"
22'-8"
175'-2 1/2"
100% OF BUILDING FRONTAGE
154'-10"
88% OF BUILDING FRONTAGE
61'-8" 14'-10"
8% OF PUBLIC FRONTAGE
67'-8" 10'-8"
22'-0"
65'-11 1/4"
100% OF BUILDING FRONTAGE
56'-4"
85% OF BUILDING FRONTAGE
10'-0"
MIN. CLR
10'-2"
MIN. CLR
11'-8"
2 1
2 2521
1 20
49 48
49 PUBLIC RIGHT
OF WAY

PUBLIC RIGHT
OF WAY
PUBLIC
RIGHT
OF WAY
CL
JEFFERSON ST.

ALLEY

PUBLIC RIGHT
OF WAY
258'-10
7/8"

DIAGONAL

DISTANCE
139'-3" > 86'-4"
(1/3 OF DIAGONAL DISTANCE)
2-HR RATED

EXIT STAIR
2-HR RATED

EXIT STAIR

EXIT DISCHARGE
45 MINUTE RATED

OPENING
EXIT

DISCHARGE
EXIT

DISCHARGE

EXIT DISCHARGE
S-21
2 351

TRASH RM
S-21
1 178
FIRE
PUMP
S-21
1 232

PUMP RM
S-21
2 310

BIKE ROOM
S-21
2 384
ELEC
R-22
1 145
PARCEL
ROOM
R-23
48 719
LOBBY
M5
25 1,441
RETAIL 2
M5
20 1,155
RETAIL 1
M5
21 1,205
RETAIL 3
S-24
94 18,654

PARKING
2 1
S-21
1 72
MPOE
48 1
E1 E2
1 1
149
49 CEPT 85' < 100'EATD 132' < 400'
STAIR 1
STAIR 2
STAIR 3
I H
F
GD
F
GD
D G
B
A
BA
B PH
PH
PH
PH
PH
PH
PH
PH
REQUIRED: 60 SF / UNIT
PROVIDED:

PRIVATE BALCONY AREA
UNIT TYPE A1
301, 401, 501 104 SF
202 107 SF
302, 402, 502 95 SF

UNIT TYPE A1.1
203 96 SF
303, 403, 503 98 SF

UNIT TYPE A2
204, 304, 404, 504 63 SF
205, 305, 405, 505 143 SF

UNIT TYPE B1
207 157 SF
307, 407, 507 142 SF
UNIT TYPE B1.1
208, 308, 408, 508 143 SF

UNIT TYPE B1.2
209, 309, 409, 509 183 SF
UNIT TYPE B2
206, 406 162 SF
306 124 SF
UNIT TYPE B3
213, 313, 413, 513 128 SF
UNIT TYPE C1
212, 312, 412, 512 228 SF
UNIT TYPE C2
410, 411 342 SF
510, 511 437 SF

UNIT TYPE C2.1
211 342 SF
311 432 SF

UNIT TYPE C3
210 342 SF
310 436 SF

PRIVATE OPEN SPACE

ANALYSIS
REQUIRED: 15 SF / DU
(15 SF) x (50 DU) = 750 SF TOTAL

REQUIRED
PROVIDED:

COMMON OPEN AREA
COURTYARD 905 SF

COMMON OPEN SPACE

ANALYSIS
0 sq ft

SPACE USE
NO.

1. 2.

3. 4.

5. SPACE USE
FLOOR

AREA IN SF /

OCCUPANT

ACESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

RESIDENTIAL

ASSEMBLY WITH UNCONCENTRATED
(TABLES AND CHAIRS)

PARKING GARAGE

MERCANTILE
300 gross
200 gross
15 net
200 gross
60 gross
WIDTH OF EGRESS: CORRIDORS

HIGHEST EGRESS EXITING GROUP
IS AT THE LEVEL 2 = 262 OCC

262 OCC x 0.15 (PER CBC 1005.3.2) = 39.3" WIDE
(EXCEPTION 1)

MIN WIDTH REQ'D = 44" WIDE
CORRIDOR WIDTH PROVIDED = 66" WIDE
(AT NARROWEST SECTION)
WIDTH OF EGRESS: STAIRS

HIGHEST EGRESS EXITING GROUP
IS AT THE LEVEL 2, STAIR 3 = 88 OCC

88 OCC x 0.2 (PER CBC 1005.3.1) = 17.6" WIDE
(EXCEPTION 1)

MIN WIDTH REQ'D = 44" WIDE
STAIR WIDTH PROVIDED = 45" WIDE
DOOR WIDTH PROVIDED = 32" WIDE

EGRESS WIDTH CALCS

CODE ANALYSIS LEGEND
UNIT = ROOM NAME
R-2 = OCCUPANCY TYPE
2 = SPACE USE - REFER

TO SPACE USE

SCHEDULE
525 = FLOOR AREA
3 = OCCUPANT LOAD
(CBC TABLE 1004.5)
2 R-2
525
3 UNIT
3 PATH OF EGRESS
"3" = CUMULATIVE

OCCUPANCY LOAD

EXITING

EXIT ACCESS TRAVEL ROUTE
3 PATH OF EGRESS
"3" = CUMULATIVE

OCCUPANCY

ACCESSIBLE PATH OF TRAVEL

PROPERTY LINE

ACCESSIBILITY PLAN
LEGEND
(CPET) COMMON PATH EGRESS TRAVEL
"3" = DISTANCE

DIMENSION
3 LF
3 LF (EATD) EXIT ACCESS TRAVEL DISTANCE
"3" = DISTANCE

DIMENSION

SIGNAGE LEGEND

SINGLE FACE EMERGENCY LIGHT

DUAL FACE EMERGENCY LIGHT
REQUIRED: 15 SF / DU
(15 SF) x (50 DU) = 750 SF TOTAL

REQUIRED
PROVIDED:

COMMON OPEN AREA
COURTYARD 905 SF

COMMON OPEN SPACE

ANALYSIS
0 sq ft
BUILDING USAGE: "S-2" PARKING GARAGE
"R-2" RESIDENTIAL
"M" MERCANTILE
"S-1" RESIDENTIAL STORAGE
"A-3" RESIDENTIAL ASSEMBLY

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

BUILDING A - TYPE IA (LEVEL 1)

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

SUM OF RATIOS
R-2 1.153
S-1 0.025
TOTAL 1.178 < 2 (REF CBC 506.2.4)
GROUP S-2 LEVEL 1 103 OCC
LEVEL 2 3 OCC
LEVEL 3 3 OCC
LEVEL 4 3 OCC
LEVEL 5 3 OCC

GROUP B LEVEL 1 66 OCC

CODE ANALYSIS OCCUPANT LOAD
SCALE: 1/16" = 1'-0"1 SITE PLAN - LOT COVERAGE & EXISTING STRUCTURES PLAN SCALE: 1/16" = 1'-0"2 1ST FLOOR - EGRESS PLAN & AREA DIAGRAM stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

AREA DIAGRAMS
A003
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
BUILDING USAGE: "S-2" PARKING GARAGE
"R-2" RESIDENTIAL
"M" MERCANTILE
"S-1" RESIDENTIAL STORAGE
"A-3" RESIDENTIAL ASSEMBLY

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

BUILDING A - TYPE IA (LEVEL 1)

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

SUM OF RATIOS
R-2 1.153
S-1 0.025
TOTAL 1.178 < 2 (REF CBC 506.2.4)
GROUP S-2 LEVEL 1 103 OCC
LEVEL 2 3 OCC
LEVEL 3 3 OCC
LEVEL 4 3 OCC
LEVEL 5 3 OCC

GROUP B LEVEL 1 66 OCC

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

BUILDING A - TYPE IA (LEVEL 1)

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

SUM OF RATIOS
R-2 1.140
S-1 0.024
A-3 0.072
TOTAL 1.24 < 2 (REF CBC 506.2.4)

CODE ANALYSIS OCCUPANT LOAD

EGRESS ILLUMINATION

THE MEANS OF EGRESS WILL BE ILLUMINATED TO A

LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE

WALKING SURFACE AT ALL TIMES THE BUILDING SPACE
SERVED BY THE MEANS OF EGRESS IS OCCUPIED. (CBC
SECTION 1008.1; 1008.2)

ILLUMINATION EMERGENCY POWER
TWO OR MORE MEANS OF EGRESS ARE REQUIRED.

IDENTIFY ON THE PLANS THE LIGHTING FIXTURES

CONNECTED TO AN EMERGENCY POWER SYSTEM
(STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE

GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE

THE MEANS OF EGRESS FOR A DURATION OF NOT LESS
THAN 90 MINUTES. CBC 1008.3

EXIT SIGNS

TWO OR MORE MEANS OF EGRESS ARE REQUIRED
FROM. PROVIDE EXIT SIGNS PER CBC 1013. THE EXIT

SIGNS SHALL BE READILY VISIBLE FROM ANY

DIRECTION OF EGRESS TRAVEL AND CLEARLY INDICATE
THE DIRECTION OF EGRESS TRAVEL. CBC 1013

EXIT SIGNS-CORRIDOR/PASSAGEWAY

LOCATE THE EXIT SIGNS AT THE HALLWAY AND ROUT

OF EXIT SUCH THAT NO POINT IN THE CORRIDOR/EXIT
PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED

VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS
LESS.CBC SECTION (1013.1)

EXIT SIGN EMERGENCY POWER

EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED AT ALL TIMES.

EXTERNALLY ILLUMINATED EXIT SIGNS SHALL BE

CONNECTED TO AN EMERGENCY POWER SYSTEM
(BATTERIES, UNIT EQUIPMENT OR AN ON-SITE

GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE

THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN
90 MINUTES IN CASE OF PRIMARY POWER LOSS. (CBC
SECTION 1013)

TACTILE EXIT SIGNS

PROVIDE TACTILE EXIT SIGNS COMPLYING WITH CBC
1013.4.

FLOOR-LEVEL EXIT SIGNS

AT THE LOCATION WHERE EXIT SIGNS ARE REQUIRED IN
THE INTERIOR CORRIDOR OF THE GROUP R-2 AND A-3

OCCUPANCIES, PROVIDE ADDITIONAL APPROVED LOW
LEVEL EXIT SIGNS.(CBC SECTION 1013.7)

EGRESS NOTES

1. 2.

3. 4.

5. 6.

7. 8.

OCCUPANCY SEPARATION PER CBC TABLE 508.4
OCCUPANCY R-2 S-2
R-2
S-2
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5

SEPARATION DIAGRAM
A
A
1HR1HR
1HR -
1HR

FIRE-RESISTANCE RATING REQUIREMENTS FOR
BUILDING ELEMENTS (HOURS) PER CBC TABLE 601

ELEMENT TYPE IA
3HRBEARING WALLS 2HR

NONBEARING

INTERIOR WALLS
FLOOR

CONSTRUCTION
ROOF

CONSTRUCTION
PODIUM

CONSTRUCTION

TYPE IIIA
0HR 0HR
2HR 1HR

1.5HR 1HR
3HR -
1HR
1HR
1HR
M
S-1
M S-1
1HR
1HR
1HR 1HR
1HR
1HR1HR
- 1HR 1HR
1HR 1HR -
-1HR -
-

BUILDING A

TYPE IA, UL

BUILDING B
TYPE IIIA, R-2

OCCUPANCY SEPARATION
(S-2) (M)
2-HR STAIR

ENCLOSURE
(R-2) (R-2) (R-2) (R-2) (A-3)
(R-2) (R-2) (R-2) (R-2) (R-2)
(R-2) (R-2) (R-2) (R-2) (R-2)
(R-2) (R-2) (R-2) (R-2) (R-2)
(S-2)
1-HR BETWEEN UNITS,

PER TYPE IIIA
3-HR PODIUM 1-HR BETWEEN

SEPARATED OCCUPANCIES
DN
DN
DN
UP
UP
UP
REF
REF
REF
REF

REF REF
REF
REF
REF
REF
REF
REF
905 sq ft W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
9'-6"
10'-0"
38'-6
1/2"

DIAGONAL

DISTANCE
280'-3
1/4"

DIAGONAL

DISTANCE
148'-5 1/8" > 93'-4"
(1/3 DIAGONAL DISTANCE)
788 sq ft
16'-4"
90'-11
1/2"

DIAGONAL

DISTANCE
10'-10"
49'-7"< 50'-0"
(DEAD-END CORRIDOR)
14,318 sq ft
788 sq ft
MW
DW
MW
DW
WS
TR
WS
TR
PBB BB
MW
DW

P BBBBMW
DW
P
MW
P
MW
BBBB
MW
DW
DW
P
BBBB
MW
DW
DW

BB BBMW
P
P
MW
DW TR
WS
DW TR
WS
TR
TR
TR
TR
TR
WS
TR
P
DW
BBBBMW
TR
P
BF
BF
PBB BB
MW
DW TR
162 sq ft
143 sq ft63 sq ft
228 sq ft
157 sq ft
96 sq ft
107 sq ft
128 sq ft
183 sq ft
143 sq ft
342 sq ft
342 sq ft
11'-4"
6'-10"
16'-10"
11'-6"
16'-10"
10'-0"
17'-6"
9'-8"
18'-2"
9'-4"
6'-6"
13'-10"
6'-6"
23'-6"
10'-0"
20'-6"
11'-4"
6'-10"
14'-9 1/2" 14'-2"
7'-0"
10'-1"
9'-8"
27'-4"
30'-8 3/8" > 12'-10"
(1/3 DIAGONAL DISTANCE)50'-1
7/8"
>
30'-4"
(1/3

DIAGONAL

DISTANCE)
2-HR RATED

EXIT STAIR
2-HR RATED

EXIT STAIR

REFUGE AREA
140 OCC. x 3 SF
= 420 SF

HORIZONTAL
EXIT
2 HR FIRE

BARRIER
SOUTH
SIDE
BLDG:
78 OCC.

NORTH
SIDE
BLDG:
183 OCC.

REFUGE AREA
78 OCC. + 180 OCC.
= 258 OCC. x 3 SF
= 774 SF

REFUGE AREA
180 OCC. + 78 OCC.
= 258 OCC. x 3 SF
= 774 SF
2-HR RATED
STAIR
R-22
5 952
5 R-22
5 876
5 R-22
5 876
5 R-22
7 1,228
7 R-22
5 958 5
R-22
9 1,791
9 R-22
8 1,565
8 R-22
7 1,230
7 R-22
9 1,632
9 R-22
12 2,286
12 R-2 2
12 2,239
12 R-23
49 731

CLUB ROOM
86 86
25 24
A-33
101
1,511

COURTYARD
B3 (213)
C1 (212)
C2.1 (211) C3 (210)
B1.2 (209)
B1.3 (208) B1 (207)
B2.1 (206)
A2 (205)A2 (204)
A1.1 (203)
A1 (202)
E1 E2
S-11
1 (6)
40 (240)
(6) STORAGE
1 1
1 1
1 1
S-21
1 25
IDF
1 S-11
1 (6)
34 (272)
(8) STORAGE
63 62
1 1
11 1 1
S-21
1 66

TC ROOM
1 S-21
1 44
MAINT.
1 CEPT
124' <125'
86 EATD 128' <250'
STAIR 1
STAIR 2
STAIR 3
K
FE
I
J
H
F
GDC
GDC
GDC
7 R-22
7 1,228
1 1
PH
PH
PH
DN
DN
DN
UP
UP
UP
REF
REF
REF
REF
REF
REF
REFREF
REF
REF
REF
REF
REF
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
23'-6"
15'-4" 15'-4"
7'-4"
16'-10"
16'-10"
18'-2"
6'-6"
9'-8"
15'-4"
13'-4"
13'-6"
9'-6"
7'-0"
14'-8"
9'-2"
13'-8"
16'-10"
280'-3
1/4"

DIAGONAL

DISTANCE
148'-5 1/8" > 93'-4"
(1/3 DIAGONAL DISTANCE)
49'-7"< 50'-0"
(DEAD-END CORRIDOR)
MW
DW
MW
DW
MW
DW
WS
TR
WS
TR
WS
TR
PBB BB
MW
DW
PBB BB
MW
DW

P BBBBMW
DW
P
MW
P
MW
BBBB
MW
DW
DW
P
BBBB
MW
DW
DW

BB BBMW
P
P
MW
DW TR
WS
DW TR
WS
TR
TR
TR
TR
TR
TR
WS
TR
P
P
DW
BBBBMW
TR
P
BF
BF
124 sq ft
183 sq ft
128 sq ft
143 sq ft
104 sq ft
142 sq ft143 sq ft
436 sq ft432 sq ft
228 sq ft
63 sq ft
6'-10"
10'-0"
11'-6"
9'-0"
9'-4"
6'-6"
7'-0"
7'-0"
95 sq ft
98 sq ft
9'-0"
334 sq ft
334 sq ft
2-HR RATED

EXIT STAIR
2-HR RATED

EXIT STAIR
2 HR FIRE

BARRIER
2 HR FIRE

BARRIER

REFUGE AREA
56 OCC. + 55 OCC.
= 111 OCC.
x 3 SF
= 333 SF
SOUTH
SIDE
BLDG:
56 OCC.

REFUGE AREA
55 OCC. + 56 OCC.
= 111 OCC.
x 3 SF
= 333 SF
NORTH
SIDE
BLDG:
55 OCC.
2-HR RATED
STAIR
R-22
5 952
R-22
5 952
5 5
R-22
5 876
5 R-22
5 876
5 R-22
7 1,228
7 R-22
9 1,632
9 R-22
7 1,228
7 R-22
5 958 5
R-22
9 1,791
9 R-22
8 1,565
8 R-22
7 1,230
7 R-22
12 2,286
12 R-2 2
12 2,239
12 56
55 B3 (313)
C1 (312)
C2.1 (311) C3 (310)
B1.2 (309)
B1.1 (308) B1 (307)
B2 (306)
A2 (305)A2 (304)
A1.1 (303)
A1 (302)
A1 (301)
E2
S-11
1 (6)
40 (240)
(6) STORAGE
S-21
1 25
IDF
S-11
1 (6)
34 (204)
(6) STORAGE
S-21
1 66
1 S-21
1 44
MAINT.

E1
1 1
1 1
1 1
1 1
1 11
1 1
1 1
CEPT
120' <125'
EATD 148' <250'
STAIR 1
STAIR 2
STAIR 3
I
J
H
F
GDC
GDC
GDC
PH
PH
PH
REQUIRED: 60 SF / UNIT
PROVIDED:

PRIVATE BALCONY AREA
UNIT TYPE A1
301, 401, 501 104 SF
202 107 SF
302, 402, 502 95 SF

UNIT TYPE A1.1
203 96 SF
303, 403, 503 98 SF

UNIT TYPE A2
204, 304, 404, 504 63 SF
205, 305, 405, 505 143 SF

UNIT TYPE B1
207 157 SF
307, 407, 507 142 SF
UNIT TYPE B1.1
208, 308, 408, 508 143 SF

UNIT TYPE C2.1
211 342 SF
311 432 SF

UNIT TYPE C3
210 342 SF
310 436 SF

PRIVATE OPEN SPACE

ANALYSIS
REQUIRED: 15 SF / DU
(15 SF) x (50 DU) = 750 SF TOTAL

REQUIRED
PROVIDED:

COMMON OPEN AREA
COURTYARD 905 SF

COMMON OPEN SPACE

ANALYSIS
0 sq ft

SPACE USE
NO.

1. 2.

3. 4.

5. SPACE USE
FLOOR

AREA IN SF /

OCCUPANT

ACESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

RESIDENTIAL

ASSEMBLY WITH UNCONCENTRATED
(TABLES AND CHAIRS)

PARKING GARAGE

MERCANTILE
300 gross
200 gross
15 net
200 gross
60 gross
WIDTH OF EGRESS: CORRIDORS

HIGHEST EGRESS EXITING GROUP
IS AT THE LEVEL 2 = 262 OCC

262 OCC x 0.15 (PER CBC 1005.3.2) = 39.3" WIDE
(EXCEPTION 1)

MIN WIDTH REQ'D = 44" WIDE
CORRIDOR WIDTH PROVIDED = 66" WIDE
(AT NARROWEST SECTION)
WIDTH OF EGRESS: STAIRS

HIGHEST EGRESS EXITING GROUP
IS AT THE LEVEL 2, STAIR 3 = 88 OCC

88 OCC x 0.2 (PER CBC 1005.3.1) = 17.6" WIDE
(EXCEPTION 1)

MIN WIDTH REQ'D = 44" WIDE
STAIR WIDTH PROVIDED = 45" WIDE
DOOR WIDTH PROVIDED = 32" WIDE

EGRESS WIDTH CALCS

CODE ANALYSIS LEGEND
UNIT = ROOM NAME
R-2 = OCCUPANCY TYPE
2 = SPACE USE - REFER

TO SPACE USE

SCHEDULE
525 = FLOOR AREA
3 = OCCUPANT LOAD
(CBC TABLE 1004.5)
2 R-2
525
3 UNIT
3 PATH OF EGRESS
"3" = CUMULATIVE

OCCUPANCY LOAD

EXITING

EXIT ACCESS TRAVEL ROUTE
3 PATH OF EGRESS
"3" = CUMULATIVE

OCCUPANCY

ACCESSIBLE PATH OF TRAVEL

PROPERTY LINE

ACCESSIBILITY PLAN
LEGEND
(CPET) COMMON PATH EGRESS TRAVEL
"3" = DISTANCE

DIMENSION
3 LF
3 LF (EATD) EXIT ACCESS TRAVEL DISTANCE
"3" = DISTANCE

DIMENSION

SIGNAGE LEGEND

SINGLE FACE EMERGENCY LIGHT

DUAL FACE EMERGENCY LIGHT
REQUIRED: 15 SF / DU
(15 SF) x (50 DU) = 750 SF TOTAL

REQUIRED
PROVIDED:

COMMON OPEN AREA
COURTYARD 905 SF

COMMON OPEN SPACE

ANALYSIS
0 sq ft
BUILDING USAGE: "S-2" PARKING GARAGE
"R-2" RESIDENTIAL
"M" MERCANTILE
"S-1" RESIDENTIAL STORAGE
"A-3" RESIDENTIAL ASSEMBLY

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

BUILDING A - TYPE IA (LEVEL 1)

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

SUM OF RATIOS
R-2 1.153
S-1 0.025
TOTAL 1.178 < 2 (REF CBC 506.2.4)
GROUP S-2 LEVEL 1 103 OCC
LEVEL 2 3 OCC
LEVEL 3 3 OCC
LEVEL 4 3 OCC
LEVEL 5 3 OCC

GROUP B LEVEL 1 66 OCC

CODE ANALYSIS OCCUPANT LOAD
SCALE: 1/16" = 1'-0"4 2ND FLOOR - EGRESS PLAN & AREA DIAGRAM SCALE: 1/16" = 1'-0"1 3RD FLOOR - EGRESS PLAN & AREA DIAGRAM stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

AREA DIAGRAMS
A004
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
DN
DN
DN
UP
REF
REF
REF
REF
REF
REF

REF REF
REF
REF
REF
REF
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
13'-6"
9'-6"
23'-6"
10'-0"
15'-4"
20'-6"
6'-10"
15'-4"
16'-10"
11'-6"
16'-10"
9'-0"
16'-10"
9'-0"
18'-2"
6'-6"
9'-8"6'-6"
13'-4"
7'-0"
7'-0"
15'-4"
14'-8"
280'-3
1/4"

DIAGONAL

DISTANCE
148'-5 1/8" > 93'-4"
(1/3 DIAGONAL DISTANCE)
49'-7"< 50'-0"
(DEAD-END CORRIDOR)
9'-4"
454 sq ft
454 sq ft
MW
DW
MW
DW
MW
DW
WS
TR
WS
TR
WS
TR
PBB BB
MW
DW
PBB BB
MW
DW

P BBBBMW
DW
P
MW
P
MW
DW
P
BBBB
MW
DW
DW

BBBB MW
DW

BB BBMW
P
MW
DW TR
WS
DW TR
WS
TR
TR
TR
TR
TR
WS
TRTR
P
P
P
BF
BF
143 sq ft
142 sq ft143 sq ft
128 sq ft
104 sq ft
437 sq ft437 sq ft
183 sq ft
228 sq ft
63 sq ft
6'-10"
95 sq ft
98 sq ft
2-HR RATED

EXIT STAIR
2-HR RATED
STAIR
2 HR FIRE

BARRIER

REFUGE AREA
55 OCC. + 96 OCC.
= 151 OCC.
x 3 SF
= 453 SF
NORTH
SIDE
BLDG:
55 OCC.
2-HR RATED

EXIT STAIRREFUGE AREA
96 OCC. + 55 OCC.
= 151 OCC.
x 3 SF
= 453 SF
SOUTH
SIDE
BLDG:
96 OCC.

R-22
5 952
R-22
5 952
5 5
R-22
5 876
5 R-22
5 876
5 R-22
7 1,228
7 R-22
12 2,239
12 R-2 2
12 2,239
12 R-22
7 1,228
7 R-22
5 958 5
R-22
9 1,791
9 R-22
8 1,565
8 R-22
7 1,230
7 76
75 R-23
49 730

AMENITY
DECK
B3 (513)
C1 (512)
C2 (511) C2 (510)
B1.2 (509)
B1.1 (508) B1 (507)
A2 (505)A2 (504)
A1.1 (503)
A1 (502)
A1 (501)
49 E2
S-11
1 (6)
40 (240)
(6) STORAGE
S-21
1 25
IDF
S-21
1 44
MAINT.

E1
S-11
1 (6)
34 (204)
(6) STORAGE
1 1
1 1
1 1
1 1
1 11
1 1
1 1
S-21
1 66
EATD 148' <250'
STAIR 1
STAIR 2
STAIR 3
I
J
H
F
GDC
GDC
GDC
F
PH
PH
PH
DN
DN
DN
UP
UP
UP
REF
REF
REF
REF
REF
REF

REF REF
REF
REF
REF
REF
REF
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
9'-4"
1'-7"
23'-6"
17'-6"
148'-5 1/8" > 93'-4"
(1/3 DIAGONAL DISTANCE)
7'-0"
280'-3
1/4"

DIAGONAL

DISTANCE
49'-7"< 50'-0"
(DEAD-END CORRIDOR)
48 MW
DW
MW
DW
MW
DW
WS
TR
WS
TR
WS
TR
PBB BB
MW
DW
PBB BB
MW
DW

P BBBBMW
DW
P
MW
P
MW
BBBB
MW
DW
DW
P
BBBB
MW
DW
DW

BBBB MW
DW

BB BBMW
P
P
MW
DW TR
WS
DW TR
WS
TR
TR
TR
TR
TR
TR
WS
TRTR
P
P
P
BF
BF
143 sq ft
162 sq ft
128 sq ft
104 sq ft
143 sq ft143 sq ft
342 sq ft342 sq ft
228 sq ft
63 sq ft
183 sq ft
13'-6"
9'-6"
10'-0"
20'-6"
27'-8"
6'-10"
11'-4"
27'-8"
6'-10"
11'-4"
20'-6" 16'-10"
11'-6"
16'-10"
9'-0"
16'-10"
9'-0"
9'-8"
18'-2"
6'-6"
9'-8"6'-6"
13'-4"
15'-4"
7'-0"
7'-0"
95 sq ft
14'-2"
98 sq ft
334 sq ft
334 sq ft
2-HR RATED

EXIT STAIR
2-HR RATED

EXIT STAIRREFUGE AREA
56 OCC. + 55 OCC.
= 111 OCC.
x 3 SF
= 333 SF
SOUTH
SIDE
BLDG:
56 OCC.
2 HR FIRE

BARRIER

REFUGE AREA
55 OCC. + 56 OCC.
= 111 OCC.
x 3 SF
= 333 SF
NORTH
SIDE
BLDG:
55 OCC.
2-HR RATED
STAIR
R-22
5 952
R-22
5 952
5 5
R-22
5 876
5 R-22
5 876
5 R-22
7 1,228
7 R-22
9 1,632
9 R-22
12 2,239
12 R-2 2
12 2,239
12 R-22
7 1,228
7 R-22
5 958 5
R-22
9 1,791
9 R-22
8 1,565
8 R-22
7 1,230
7 B3 (413)
C1 (412)
C2 (411) C2 (410)
B1.2 (409)
B1.1 (408) B1 (407)
B2 (406)
A2 (405)A2 (404)
A1.1 (403)
A1 (402)
A1 (401)
55 E2
S-11
1 (6)
40 (240)
(6) STORAGE
S-21
1 25
IDF
S-21
1 44
MAINT.

E1
S-21
1 66
56 S-11
1 (6)
34 (204)
(6) STORAGE
CEPT
124' <125'
EATD 148' <250'
STAIR 1
STAIR 2
STAIR 3
I
J
H
F
GDC
GDC
GDC
1 1
1 1
1 1
1 1
1 11
1 1
1 1
PH
PH
PH
BUILDING USAGE: "S-2" PARKING GARAGE
"R-2" RESIDENTIAL
"M" MERCANTILE
"S-1" RESIDENTIAL STORAGE
"A-3" RESIDENTIAL ASSEMBLY

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

BUILDING A - TYPE IA (LEVEL 1)

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

SUM OF RATIOS
R-2 1.153
S-1 0.025
TOTAL 1.178 < 2 (REF CBC 506.2.4)
GROUP S-2 LEVEL 1 103 OCC
LEVEL 2 3 OCC
LEVEL 3 3 OCC
LEVEL 4 3 OCC
LEVEL 5 3 OCC

GROUP B LEVEL 1 66 OCC

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

BUILDING A - TYPE IA (LEVEL 1)

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

SUM OF RATIOS
R-2 1.140
S-1 0.024
A-3 0.072
TOTAL 1.24 < 2 (REF CBC 506.2.4)

CODE ANALYSIS OCCUPANT LOAD

EGRESS ILLUMINATION

THE MEANS OF EGRESS WILL BE ILLUMINATED TO A

LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE

WALKING SURFACE AT ALL TIMES THE BUILDING SPACE
SERVED BY THE MEANS OF EGRESS IS OCCUPIED. (CBC
SECTION 1008.1; 1008.2)

ILLUMINATION EMERGENCY POWER
TWO OR MORE MEANS OF EGRESS ARE REQUIRED.

IDENTIFY ON THE PLANS THE LIGHTING FIXTURES

CONNECTED TO AN EMERGENCY POWER SYSTEM
(STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE

GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE

THE MEANS OF EGRESS FOR A DURATION OF NOT LESS
THAN 90 MINUTES. CBC 1008.3

EXIT SIGNS

TWO OR MORE MEANS OF EGRESS ARE REQUIRED
FROM. PROVIDE EXIT SIGNS PER CBC 1013. THE EXIT

SIGNS SHALL BE READILY VISIBLE FROM ANY

DIRECTION OF EGRESS TRAVEL AND CLEARLY INDICATE
THE DIRECTION OF EGRESS TRAVEL. CBC 1013

EXIT SIGNS-CORRIDOR/PASSAGEWAY

LOCATE THE EXIT SIGNS AT THE HALLWAY AND ROUT

OF EXIT SUCH THAT NO POINT IN THE CORRIDOR/EXIT
PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED

VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS
LESS.CBC SECTION (1013.1)

EXIT SIGN EMERGENCY POWER

EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED AT ALL TIMES.

EXTERNALLY ILLUMINATED EXIT SIGNS SHALL BE

CONNECTED TO AN EMERGENCY POWER SYSTEM
(BATTERIES, UNIT EQUIPMENT OR AN ON-SITE

GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE

THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN
90 MINUTES IN CASE OF PRIMARY POWER LOSS. (CBC
SECTION 1013)

TACTILE EXIT SIGNS

PROVIDE TACTILE EXIT SIGNS COMPLYING WITH CBC
1013.4.

FLOOR-LEVEL EXIT SIGNS

AT THE LOCATION WHERE EXIT SIGNS ARE REQUIRED IN
THE INTERIOR CORRIDOR OF THE GROUP R-2 AND A-3

OCCUPANCIES, PROVIDE ADDITIONAL APPROVED LOW
LEVEL EXIT SIGNS.(CBC SECTION 1013.7)

EGRESS NOTES

1. 2.

3. 4.

5. 6.

7. 8.

OCCUPANCY SEPARATION PER CBC TABLE 508.4
OCCUPANCY R-2 S-2
R-2
S-2
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5

SEPARATION DIAGRAM
A
A
1HR1HR
1HR -
1HR

FIRE-RESISTANCE RATING REQUIREMENTS FOR
BUILDING ELEMENTS (HOURS) PER CBC TABLE 601

ELEMENT TYPE IA
3HRBEARING WALLS 2HR

NONBEARING

INTERIOR WALLS
FLOOR

CONSTRUCTION
ROOF

CONSTRUCTION
PODIUM

CONSTRUCTION

TYPE IIIA
0HR 0HR
2HR 1HR

1.5HR 1HR
3HR -
1HR
1HR
1HR
M
S-1
M S-1
1HR
1HR
1HR 1HR
1HR
1HR1HR
- 1HR 1HR
1HR 1HR -
-1HR -
-

BUILDING A

TYPE IA, UL

BUILDING B
TYPE IIIA, R-2

OCCUPANCY SEPARATION
(S-2) (M)
2-HR STAIR

ENCLOSURE
(R-2) (R-2) (R-2) (R-2) (A-3)
(R-2) (R-2) (R-2) (R-2) (R-2)
(R-2) (R-2) (R-2) (R-2) (R-2)
(R-2) (R-2) (R-2) (R-2) (R-2)
(S-2)
1-HR BETWEEN UNITS,

PER TYPE IIIA
3-HR PODIUM 1-HR BETWEEN

SEPARATED OCCUPANCIES
REQUIRED: 60 SF / UNIT
PROVIDED:

PRIVATE BALCONY AREA
UNIT TYPE A1
301, 401, 501 104 SF
202 107 SF
302, 402, 502 95 SF

UNIT TYPE A1.1
203 96 SF
303, 403, 503 98 SF

UNIT TYPE A2
204, 304, 404, 504 63 SF
205, 305, 405, 505 143 SF

UNIT TYPE B1
207 157 SF
307, 407, 507 142 SF
UNIT TYPE B1.1
208, 308, 408, 508 143 SF

UNIT TYPE C2.1
211 342 SF
311 432 SF

UNIT TYPE C3
210 342 SF
310 436 SF

PRIVATE OPEN SPACE

ANALYSIS
REQUIRED: 15 SF / DU
(15 SF) x (50 DU) = 750 SF TOTAL

REQUIRED
PROVIDED:

COMMON OPEN AREA
COURTYARD 905 SF

COMMON OPEN SPACE

ANALYSIS
0 sq ft

SPACE USE
NO.

1. 2.

3. 4.

5. SPACE USE
FLOOR

AREA IN SF /

OCCUPANT

ACESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

RESIDENTIAL

ASSEMBLY WITH UNCONCENTRATED
(TABLES AND CHAIRS)

PARKING GARAGE

MERCANTILE
300 gross
200 gross
15 net
200 gross
60 gross
WIDTH OF EGRESS: CORRIDORS

HIGHEST EGRESS EXITING GROUP
IS AT THE LEVEL 2 = 262 OCC

262 OCC x 0.15 (PER CBC 1005.3.2) = 39.3" WIDE
(EXCEPTION 1)

MIN WIDTH REQ'D = 44" WIDE
CORRIDOR WIDTH PROVIDED = 66" WIDE
(AT NARROWEST SECTION)
WIDTH OF EGRESS: STAIRS

HIGHEST EGRESS EXITING GROUP
IS AT THE LEVEL 2, STAIR 3 = 88 OCC

88 OCC x 0.2 (PER CBC 1005.3.1) = 17.6" WIDE
(EXCEPTION 1)

MIN WIDTH REQ'D = 44" WIDE
STAIR WIDTH PROVIDED = 45" WIDE
DOOR WIDTH PROVIDED = 32" WIDE

EGRESS WIDTH CALCS

CODE ANALYSIS LEGEND
UNIT = ROOM NAME
R-2 = OCCUPANCY TYPE
2 = SPACE USE - REFER

TO SPACE USE

SCHEDULE
525 = FLOOR AREA
3 = OCCUPANT LOAD
(CBC TABLE 1004.5)
2 R-2
525
3 UNIT
3 PATH OF EGRESS
"3" = CUMULATIVE

OCCUPANCY LOAD

EXITING

EXIT ACCESS TRAVEL ROUTE
3 PATH OF EGRESS
"3" = CUMULATIVE

OCCUPANCY

ACCESSIBLE PATH OF TRAVEL

PROPERTY LINE

ACCESSIBILITY PLAN
LEGEND
(CPET) COMMON PATH EGRESS TRAVEL
"3" = DISTANCE

DIMENSION
3 LF
3 LF (EATD) EXIT ACCESS TRAVEL DISTANCE
"3" = DISTANCE

DIMENSION

SIGNAGE LEGEND

SINGLE FACE EMERGENCY LIGHT

DUAL FACE EMERGENCY LIGHT
REQUIRED: 15 SF / DU
(15 SF) x (50 DU) = 750 SF TOTAL

REQUIRED
PROVIDED:

COMMON OPEN AREA
COURTYARD 905 SF

COMMON OPEN SPACE

ANALYSIS
0 sq ft
BUILDING USAGE: "S-2" PARKING GARAGE
"R-2" RESIDENTIAL
"M" MERCANTILE
"S-1" RESIDENTIAL STORAGE
"A-3" RESIDENTIAL ASSEMBLY

CONSTRUCTION TYPE: TYPE IA, LEVEL 1
TYPE IIIA, LEVELS 2-5
FIRE SPRINKLERS: YES (NFPA13)

ALLOWABLE BUILDING HEIGHT AND
ALLOWABLE AREA PER STORY:

BUILDING A - TYPE IA (LEVEL 1)
GROUP S-2 UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2

GROUP M UL HEIGHT PER CBC TABLE
504.3

UL STORY PER CBC TABLE
504.4

UL AREA PER CBC TABLE
506.2
BUILDING B - TYPE III (LEVEL 2-5)

BUILDING A - TYPE IA (LEVEL 1)

RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

SUM OF RATIOS
R-2 1.153
S-1 0.025
TOTAL 1.178 < 2 (REF CBC 506.2.4)
GROUP S-2 LEVEL 1 103 OCC
LEVEL 2 3 OCC
LEVEL 3 3 OCC
LEVEL 4 3 OCC
LEVEL 5 3 OCC

GROUP B LEVEL 1 66 OCC

CODE ANALYSIS OCCUPANT LOAD
SCALE: 1/16" = 1'-0"2 5TH FLOOR - EGRESS PLAN & AREA DIAGRAM SCALE: 1/16" = 1'-0"1 4TH FLOOR - EGRESS PLAN & AREA DIAGRAM stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

CODE COMPLIANCE - OPENINGS
A005
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

1. OPENING DIAGRAM ELEVATION IS NOT REQUIRED FOR

SOUTH ELEVATION FACING CARLSBAD VILLAGE DRIVE

SINCE CLOSEST BUILDING PLANE TO CENTERLINE OF
STREET IS 48'-9" AND HAS NO OPENING LIMITS PER CBC
TABLE 705.8

2. OPENING DIAGRAM ELEVATION IS NOT REQUIRED FOR
WEST ELEVATION FACING JEFFERSON ST. SINCE

CLOSEST BUILDING PLANCE TO CENTERLINE OF STREET
IS 41'-0" AND HAS NO OPENING LIMITS PER CBC TABLE
705.8

OPENING PROTECTION
NOTES
DN UP
24'-6"
10'-2"
21'-6"
37'-6"
10'-2"
26'-8"

PROPERTY LINE
16'-2"
UP
UP
UP
10'-2"
10'-2"
17'-0"

32.11 PROPERTY LINE
68 sq ft

56.05'
RETAIL 3

74.44'
2ND FLOOR

85.21'
3RD FLOOR

95.98'
4TH FLOOR
106.75'
5TH FLOOR
117.04'
ROOF
126.04'

HIGH ROOF
10'-2" TO PL
(45% OPEN MAX)
10'-2" TO PL
(OPEN PARKING / NO LIMIT PER FOOTNOTE "G" ON TABLE 705.8)

56.60'
LOBBY & RETAIL 2
117.79'

AVERAGE

ROOF PLANE
461 sq ft
483 sq ft
483 sq ft
483 sq ft
232 sq ft
242 sq ft
242 sq ft
242 sq ft
331 sq ft
346 sq ft
346 sq ft
346 sq ft
141 sq ft
147 sq ft
147 sq ft
147 sq ft
503 sq ft 1,630 sq ft
98 sq ft
52 sq ft
102 sq ft
52 sq ft
102 sq ft
52 sq ft
102 sq ft
52 sq ft
N/A 10'-2" TO PL
(45% MAX)
16'-2" TO PL
(75% MAX)
10'-2" TO PL
(45% MAX)
21'-6" TO PL
(NO LIMIT)
37'-6" TO PL
(NO LIMIT)
26'-8" TO PL
(NO LIMIT)
23 sq ft
23 sq ft
23 sq ft
23 sq ft
30 sq ft
30 sq ft
30 sq ft
30 sq ft
30 sq ft 30 sq ft
30 sq ft30 sq ft
30 sq ft 30 sq ft
30 sq ft30 sq ft 60 sq ft
60 sq ft
60 sq ft
60 sq ft
23 sq ft
23 sq ft
23 sq ft
23 sq ft
74 sq ft
74 sq ft
74 sq ft
70 sq ft
15 sq ft 15 sq ft
15 sq ft 15 sq ft
15 sq ft 15 sq ft
15 sq ft 15 sq ft
27 sq ft
27 sq ft
27 sq ft
27 sq ft
240 sq ft 280 sq ft
27 sq ft
51% OPEN
(52/102=0.51)
39% OPEN
(27/70=0.39)
5% OPEN
(27/503=0.05)
36% OPEN
(588/1,630=0.36)
36% OPEN
(27/74=0.36)
36% OPEN
(27/74=0.36)
36% OPEN
(27/74=0.36)
21% OPEN
(30/141=0.21)
20% OPEN
(30/147=0.20)
20% OPEN
(30/147=0.20)
20% OPEN
(30/147=0.20)
25% OPEN
(83/331=0.25)
24% OPEN
(83/345=0.24)
24% OPEN
(83/345=0.24)
24% OPEN
(83/345=0.24)
25% OPEN
(60/242=0.25)
25% OPEN
(60/242=0.25)
25% OPEN
(60/242=0.25)
26% OPEN
(60/232=0.26)
11% OPEN
(53/461=0.11)
11% OPEN
(53/483=0.11)
11% OPEN
(53/483=0.11)
11% OPEN
(53/483=0.11)
51% OPEN
(52/102=0.51)
51% OPEN
(52/102=0.51)
53% OPEN
(52/98=0.53)

CARLSBAD
VILLAGE DR.

NEIGHBOR
JEFFERSON ST.

ALLEY

NEIGHBOR
SCALE: 1/8" = 1'-0"2 2ND FLOOR PALN (3RD, 4TH, 5TH SIM.) - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"1 1ST FLOOR PLAN - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"3 NORTH ELEVATION - ALLOWABLE OPENING EXHIBIT stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

CODE COMPLIANCE - OPENINGS
A006
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

1. OPENING DIAGRAM ELEVATION IS NOT REQUIRED FOR

SOUTH ELEVATION FACING CARLSBAD VILLAGE DRIVE

SINCE CLOSEST BUILDING PLANE TO CENTERLINE OF
STREET IS 48'-9" AND HAS NO OPENING LIMITS PER CBC
TABLE 705.8

2. OPENING DIAGRAM ELEVATION IS NOT REQUIRED FOR
WEST ELEVATION FACING JEFFERSON ST. SINCE

CLOSEST BUILDING PLANCE TO CENTERLINE OF STREET
IS 41'-0" AND HAS NO OPENING LIMITS PER CBC TABLE
705.8

OPENING PROTECTION
NOTES
80'-3" TO PL
13'-1/2"
18'-1/2"
10'-2 1/2"

PROPERTY LINE

NEIGHBOR PROPERTY
10'-2 1/2"
10'-2 1/2"

PROPERTY LINE

NEIGHBOR PROPERTY
15'-3 1/4"
15'-3 1/4"
80'-3" TO PL
10'-3 1/4"
10'-3
1/4"
23'-9 3/8"

PROPERTY LINE

NEIGHBOR PROPERTY
10'-3 1/4"
5'-3 1/4"
10'-3 1/4"

NEIGHBOR PROPERTY

PROPERTY LINE
10'-3 1/4" TO PL
(45% MAX)
5'-3 1/4" TO PL
(25% MAX)
10'-3 1/4" TO PL
(45% MAX)
80'-3 3/4" TO PL
(NO LIMIT)
15'-3 1/4" TO PL
(75% MAX)
10'-3 1/4" TO PL
(45% MAX)
15'-3 1/4" TO PL
(75% MAX)
10'-3 1/4" TO PL
(45% MAX)
23'-9 1/4" TO PL
(NO LIMIT)
PNT-2
117.79'

AVERAGE

ROOF PLANE
@ SILL
115 sq ft
120 sq ft
120 sq ft
120 sq ft
312 sq ft
325 sq ft
325 sq ft
325 sq ft 246 sq ft
246 sq ft
246 sq ft
603 sq ft389 sq ft
45 sq ft
157 sq ft
45 sq ft
45 sq ft
45 sq ft
27 sq ft
30 sq ft
27 sq ft
30 sq ft
165 sq ft
27 sq ft
30 sq ft
27 sq ft
30 sq ft 15 sq ft
15 sq ft
15 sq ft
15 sq ft 60 sq ft
60 sq ft
60 sq ft
60 sq ft
27 sq ft
30 sq ft
27 sq ft
30 sq ft
27 sq ft
30 sq ft
27 sq ft
30 sq ft
23 sq ft
23 sq ft
15 sq ft
52 sq ft
52 sq ft
52 sq ft
160 sq ft
165 sq ft
165 sq ft
165 sq ft
99 sq ft
99 sq ft
99 sq ft
121 sq ft
59 sq ft 33 sq ft
165 sq ft
165 sq ft
52 sq ft 27 sq ft
565 sq ft
36% OPEN
(57/157=0.36)
39% OPEN
(45/115=0.39)
36% OPEN
(57/160=0.36)
53% OPEN
(52/99=0.53)
38% OPEN
(45/120=0.38)
38% OPEN
(45/120=0.38)
38% OPEN
(45/120=0.38)
35% OPEN
(57/157=0.35)
35% OPEN
(57/157=0.35)
35% OPEN
(57/157=0.35)
24% OPEN
(75/312=0.24)
23% OPEN
(75/325=0.23)
23% OPEN
(75/325=0.23)
23% OPEN
(75/325=0.23)
35% OPEN
(57/165=0.35)
35% OPEN
(57/165=0.35)
35% OPEN
(57/165=0.35)
9% OPEN
(23/246=0.09)
9% OPEN
(23/246=0.09)
9% OPEN
(23/246=0.09)
53% OPEN
(52/99=0.53)
53% OPEN
(52/99=0.53)
25% OPEN
(144/565=0.25)
5% OPEN
(27/389=0.05)
20% OPEN
(121/603=0.20)
13'-0" TO PL
(45% MAX)
37'-6" TO PL
(NO LIMIT)
21'-6" TO PL
(NO LIMIT)
10'-2" TO PL
(45% MAX)
18'-0" TO PL
(75% MAX)
10'-2 1/2" TO PL
(45% MAX)
10'-2 1/2" TO PL
(OPEN PARKING / NO LIMIT PER FOOTNOTE "G" ON TABLE 705.8) PNT-3
147 sq ft
147 sq ft
141 sq ft
147 sq ft
145 sq ft
144 sq ft
145 sq ft
139 sq ft
165 sq ft
165 sq ft
165 sq ft
158 sq ft
321 sq ft
321 sq ft
321 sq ft
1,026 sq ft281 sq ft
27 sq ft
74 sq ft
27 sq ft
74 sq ft
27 sq ft
74 sq ft
27 sq ft
70 sq ft
15 sq ft 15 sq ft
15 sq ft 15 sq ft
15 sq ft 15 sq ft
15 sq ft 15 sq ft
23 sq ft
23 sq ft
23 sq ft
23 sq ft
30 sq ft
27 sq ft
27 sq ft
27 sq ft
27 sq ft
30 sq ft
30 sq ft
30 sq ft
307 sq ft
289 sq ft 148 sq ft
60 sq ft
60 sq ft
60 sq ft
60 sq ft 15 sq ft
15 sq ft
15 sq ft
15 sq ft
27 sq ft
62 sq ft
49% OPEN
(499/1,026=0.49)
39% OPEN
(27/70=0.39)
17% OPEN
(23/139=0.17)
35% OPEN
(57/165=0.35)
36% OPEN
(57/158=0.36)
24% OPEN
(75/307=0.24)
23% OPEN
(75/321=0.23)
23% OPEN
(75/321=0.23)
23% OPEN
(75/321=0.23)
35% OPEN
(57/165=0.35)
35% OPEN
(57/165=0.35)
16% OPEN
(23/145=0.16)
16% OPEN
(23/145=0.16)
16% OPEN
(23/145=0.16)
21% OPEN
(30/141=0.21)
20% OPEN
(30/147=0.20)
20% OPEN
(30/147=0.20)
20% OPEN
(30/147=0.20)
36% OPEN
(27/74=0.36)
36% OPEN
(27/74=0.36)
36% OPEN
(27/74=0.36)
10% OPEN
(27/281=0.10)

NEIGHBOR

CARLSBAD
VILLAGE DR.

ALLEY

NEIGHBOR
JEFFERSON ST.

NEIGHBOR

CARLSBAD
VILLAGE DR.

ALLEY

NEIGHBOR
JEFFERSON ST.

SCALE: 1/8" = 1'-0"5 2ND FLOOR PLAN (3RD, 4TH, 5TH SIM.) - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"4 1ST FLOOR PLAN - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"2 2ND FLOOR PLAN (3RD, 4TH, 5TH SIM.) - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"1 1ST FLOOR PLAN - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"3 WEST ELEVATION (SIDE YARD) - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"6 SOUTH ELEVATION (SIDE YARD) - ALLOWABLE OPENING EXHIBIT stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

CODE COMPLIANCE - OPENINGS
A007
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
24'-6"
14'-2"
20'-8"
20'-8"
15'-0"
15'-0"
14'-2"
14'-2"
26'-8"

CENTER LINE OF ALLEYCENTER LINE OF ALLEY
UP
15'-0"
21'-2"
15'-0"
17'-0"
20'-0"

CENTER LINE OF ALLEYCENTER LINE OF ALLEY

1. OPENING DIAGRAM ELEVATION IS NOT REQUIRED FOR

SOUTH ELEVATION FACING CARLSBAD VILLAGE DRIVE

SINCE CLOSEST BUILDING PLANE TO CENTERLINE OF
STREET IS 48'-9" AND HAS NO OPENING LIMITS PER CBC
TABLE 705.8

2. OPENING DIAGRAM ELEVATION IS NOT REQUIRED FOR
WEST ELEVATION FACING JEFFERSON ST. SINCE

CLOSEST BUILDING PLANCE TO CENTERLINE OF STREET
IS 41'-0" AND HAS NO OPENING LIMITS PER CBC TABLE
705.8

OPENING PROTECTION
NOTES

56.05'
RETAIL 3

74.44'
2ND FLOOR

85.21'
3RD FLOOR

95.98'
4TH FLOOR
106.75'
5TH FLOOR
117.04'
ROOF
126.04'

HIGH ROOF
15'-0" TO C.L.
(OPEN PARKING / NO LIMIT PER FOOTNOTE "G" ON TABLE 705.8) 20'-0" TO PL
(75% MAX)
15'-0" TO C.L.
(OPEN PARKING / NO LIMIT PER FOOTNOTE "G" ON TABLE 705.8) 17'-0" TO PL
(75% MAX)
21'-2" TO C.L.
(NO LIMIT)
15'-0" TO C.L. (75% MAX) 14'-2" TO C.L. (45% MAX) 24'-6" TO C.L. (NO LIMIT)
N/A 14'-2" TO C.L. (45% MAX) 21'-6" TO C.L.
(NO LIMIT)
14'-2" TO C.L. (45% MAX) N/A 15'-0" TO C.L. (75% MAX) 24'-6" TO C.L. (NO LIMIT)

59.10'
RETAIL 1
117.79'

AVERAGE

ROOF PLANE

59.70'
ELEC. ROOM

56.60'
LOBBY & RETAIL 2
1,002 sq ft
346 sq ft
346 sq ft
2,212 sq ft
92 sq ft
394 sq ft
394 sq ft
394 sq ft
377 sq ft
98 sq ft
102 sq ft
102 sq ft
102 sq ft
502 sq ft
502 sq ft
502 sq ft
479 sq ft
104 sq ft
104 sq ft
104 sq ft
99 sq ft
390 sq ft
390 sq ft
390 sq ft
372 sq ft
422 sq ft
422 sq ft
422 sq ft
403 sq ft
144 sq ft
144 sq ft
144 sq ft
137 sq ft
171 sq ft 187 sq ft
23 sq ft
23 sq ft
60 sq ft
128 sq ft 192 sq ft 384 sq ft 384 sq ft
278 sq ft
30 sq ft
30 sq ft
30 sq ft45 sq ft
30 sq ft45 sq ft
30 sq ft 30 sq ft45 sq ft
30 sq ft 30 sq ft45 sq ft 15 sq ft
15 sq ft
15 sq ft
15 sq ft
30 sq ft 30 sq ft45 sq ft
30 sq ft 30 sq ft45 sq ft
30 sq ft 30 sq ft45 sq ft
30 sq ft 30 sq ft45 sq ft 15 sq ft
15 sq ft
15 sq ft
15 sq ft
15 sq ft 15 sq ft
15 sq ft15 sq ft
15 sq ft15 sq ft
15 sq ft15 sq ft
15 sq ft 15 sq ft14 sq ft30 sq ft
15 sq ft 15 sq ft14 sq ft30 sq ft
15 sq ft 15 sq ft14 sq ft30 sq ft
15 sq ft 15 sq ft14 sq ft30 sq ft
56 sq ft
56 sq ft
56 sq ft
56 sq ft
52 sq ft 52 sq ft41% OPEN
(406/1,002=0.41)65% OPEN
(60/92=0.65)
15% OPEN
(15/98=0.15)
15% OPEN
(15/102=0.15)

20.92% OPEN / (105/502=20.92)

16.56% OPEN / (105/634=16.56)
15% OPEN
(15/99=0.15)
7% OPEN
(23/364=0.07)
43% OPEN
(960/2,212=0.43)
18% OPEN
(74/403=0.18)
39% OPEN
(56/144=0.39)
41% OPEN
(56/137=0.41)
30% OPEN
(52/171=0.30)
28% OPEN
(52/187=0.28)
39% OPEN
(56/144=0.39)
39% OPEN
(56/144=0.39)
17% OPEN
(74/422=0.17)
17% OPEN
(74/422=0.17)
17% OPEN
(74/422=0.17)
8% OPEN
(30/372=0.08)
8% OPEN
(30/390=0.08)
14% OPEN
(15/104=0.14)
14% OPEN
(15/104=0.14)
14% OPEN
(15/104=0.14)
22% OPEN
(105/479=0.22)
21% OPEN
(105/502=0.21)
21% OPEN
(105/502=0.21)
21% OPEN
(105/502=0.21)
15% OPEN
(15/102=0.15)
15% OPEN
(15/102=0.15)
28% OPEN
(105/377=0.28)
27% OPEN
(105/394=0.27)
27% OPEN
(105/394=0.27)
27% OPEN
(105/394=0.27)
8% OPEN
(30/390=0.08)
8% OPEN
(30/390=0.08)
7% OPEN
(23/364=0.07)
ALLEY

CARLSBAD
VILLAGE DR.

NEIGHBOR
JEFFERSON ST.

NEIGHBOR
SCALE: 1/8" = 1'-0"2 2ND FLOOR PLAN (3RD, 4TH, 5TH SIM.) - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"1 1ST FLOOR PLAN - ALLOWABLE OPENING EXHIBIT SCALE: 1/8" = 1'-0"3 EAST ELEVATION - ALLOWABLE OPENING EXHIBIT stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

CODE COMPLIANCE - RETAIL GLAZING
A008
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

56.05'
RETAIL 3

74.44'
2ND FLOOR
RETAIL 1
45% MIN GLAZING / 46% PROVIDED)
14'-1/2"

HEIGHT OF WALL

59.10'
RETAIL 1
746 sq ft
121 sq ft 40 sq ft 61 sq ft48 sq ft37 sq ft 39 sq ft
46% OPEN
(346/746=0.46)

56.05'
RETAIL 3

74.44'
2ND FLOOR

BUILDING LOBBY

ENTRANCE
RETAIL 2
(45% MIN GLAZING / 50% PROVIDED)
RETAIL 3
(45% MIN GLAZING / 49% PROVIDED)
17'-1 1/8"

PLATE HEIGHT
16'-6 1/2"

PLATE HEIGHT

56.60'
LOBBY & RETAIL 2

59.10'
RETAIL 1
1,054 sq ft 1,119 sq ft
40 sq ft 132 sq ft 40 sq ft 132 sq ft 40 sq ft 132 sq ft 40 sq ft 132 sq ft 40 sq ft 132 sq ft 40 sq ft 132 sq ft 40 sq ft 40'-3" TO CENTERLINE OF JEFFERSON ST. (NO LIMIT TO OPENINGS) 49% OPEN
(516/1,054=0.49) 50% OPEN
(556/1,119=0.50)

NEIGHBOR

CARLSBAD
VILLAGE DR.

ALLEY

NEIGHBOR
JEFFERSON ST.

CARLSBAD
VILLAGE DR.

ALLEY

NEIGHBOR
JEFFERSON ST.

NEIGHBOR
SCALE: 1/8" = 1'-0"1 SOUTH ELEVATION (CARLSBAD VILLAGE DR.) - STREET GLAZING EXHIBIT SCALE: 1/8" = 1'-0"2 WEST ELEVATION (JERFFERSON ST.) - STREET GLAZING EXHIBIT stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

CLIMATE ACTION PLAN
A009
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
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 CVD
840 Carlsbad Village Drive (APN 203-354-15)
840 CVD LLC (Attn: Jonathan Frankel)
5315 Avenida Encinas, Suite 200 Carlsbad, CA 92008
925-708-3638
[email protected]
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.

A1
A2
B1
B2

36.90 See attached worksheet
3,700
5 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
22 0
0 0
0 0
51 21
40% per 7/24 CalGreen
6 10% per 7/24 CalGreen
0 (N/A per 7/24 Cal Green)
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)
Retail
3,700
21 8/KSF (first 1k SF)

4.5/KSF (after first 1k SF)

stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

PHOTOGRAPHIC SURVEY
A010
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
1 2 3
4 6
7 5
JEFFERSON ST.

CARLSBAD

VILLAGE
DR.

ALLEY
840 CARLSBAD VILLAGE DRIVE
1 7 6
5 4
3 2
1615141312BLOCK 56 MAP 775LOT 1*
CARLSBADVILLAGE DR.

GRAND AVE.JEFFERSON ST.

PROJECT SITEGROSS AREA = 31,521 SF / 0.724 ACNET AREA = 29,925 SF / 0.687 ACAPN: 203-354-15

80.0'40.0'40.0'

40.0'40.0'80.0'

10.0'10.0'20.0'7.5'1
14 ALLEYCL
CLCL
CL CL
CLROW
ROWROW
ROWROW
ROW
ROW
ROW
S34°01'57"E 175.21'
N55°57'51"E 70.00'S34°01'57"E 100.12'
N55°57'41"E 69.94'N34°01'46"W 275.31'
S55°58'13"W 139.95'ROW

4.0'
HARDING ST.GRAND AVE.

INTERSTATE 5JEFFERSON ST.SITECARLSBAD VILLAGE DR
J:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANSRINCON CVD840 CARLSBAD VILLAGE DRIVE6 PLSA 4127-01
CT 2024-0007SDP 2024-0021CDP 2024-0035
GRAPHIC SCALE: 1" = 30'030'60'90' PLAN VIEW - SITE LAYOUTSCALE: 1" = 30' HORIZONTALGENERAL NOTESSHEET INDEXREFERENCED DRAWINGS

OWNER INFORMATIONSUBDIVIDER INFORMATIONLEGAL DESCRIPTIONSITE ADDRESSTOPOGRAPHYBENCHMARKSITE ACREAGEEARTHWORK / PROJECT GRADINGACCESSENGINEER OF WORKPREPARED BY KEVIN DUNN FOR:SJM CARLSBAD, LLC5315 AVENIDA ENCINASCARLSBAD CA, 92008PH: (888) 357-3553 840 CARLSBAD VILLAGE DRIVEAPN: 203-354-15-00CARLSBAD, CA 92008TOPOGRAPHY OBTAINED BY FIELD SURVEY ON DECEMBER 12, 2023PREPARED BY: PASCO, LARET, SUITER & ASSOCIATES TYLER LAWSON, PE #80356DATE
PARCEL 1:THE EAST HALF OF LOTS 1 THROUGH 4 INCLUSIVE, IN BLOCK 56 OF CARLSBAD, IN THE CITY OF CARLSBAD,COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 775, FILED IN THE OFFICE OF THECOUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 15, 1894.EXCEPT THEREFROM ANY PORTION LYING WITHIN THE WEST 70.00 FEET OF SAID LOTS.PARCEL 2:LOTS 5 THROUGH 11 INCLUSIVE, IN BLOCK 56 OF CARLSBAD, IN THE CITY OF CARLSBAD, COUNTY OF SANDIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 775, FILED IN THE OFFICE OF THE COUNTYRECORDER OF SAN DIEGO COUNTY, FEBRUARY 15, 1894.APN: 203-354-15-00 GROSS:31,521 SF (0.724 AC)TOTAL EXISTING SITE IMPERVIOUS AREA:25,191 SF (0.578 AC)NET DEVELOPABLE (LESS EASEMENT 1):29,925 SF (0.687 AC)TOTAL EXISTING SITE PERVIOUS AREA 6,330 SF (0.145 AC)*EXISTING IMPERVIOUS AREA:25,191 SF (0.578 AC)DISTURBED AREA (ONSITE): 29,925 SF (0.687 AC)*PROPOSED IMPERVIOUS AREA (ONSITE):28,179 SF (0.647 AC)*PROPOSED PERVIOUS AREA (ONSITE):1,746 SF (0.040 AC)PROPOSED IMPERVIOUS AREA (ROW):4,835 SF (0.111 AC)*PROPOSED LANDSCAPE PERCENTAGE (ONSITE): 5.8%PROPOSED IMPERVIOUS AREA (TOTAL):33,014 SF (0.758 AC)DISTURBED AREA (ROW)5,136 SF (0.118 AC)OVERALL DISTURBED AREA 35,061 SF (0.805 AC)*AREAS WITHIN LIMITS OF PROPOSED ONSITE DISTURBED AREA AFTER DEDICATION CUT:1,920 CYMAX CUT HEIGHT:5.0 FTFILL:45 CYMAX FILL HEIGHT:1.0 FTEXPORT:1,875 CYREMEDIAL:3,500 CYVOLUME OF CUT (PER PRELIM GRADING PLAN): 1,920 CYVOLUME OF OTHER EXCAVATIONS: N/ATOTAL GRADED AREA: 31,521 SF (0.724 AC)1,920 CY / 0.724 AC = 2,651 CY / ACRE*PROJECT DOES NOT PROPOSE TO GRADE, ERECT, OR CONSTRUCT INTO OR ON TOP OF A NATURAL ORMANUFACTURED SLOPE WHICH HAS A GRADIENT OF FIFTEEN PERCENT OR MORE, THEREFORE HILLSIDEDEVELOPMENT STANDARDS PURSUANT TO C.M.C. 21.95.140(D)(2) DO NOT APPLY TO THIS PROJECTTHESE QUANTITIES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERINGDESIGN AND DETAILINGALLEY, A PUBLIC ROADPREPARED BY:PASCO, LARET, SUITER & ASSOCIATES1911 SAN DIEGO AVE,SAN DIEGO, CA 92110PH: (858) 259-8212PREPARED ON:MARCH 13, 2026 LAND USEMIXED USE(E) NUMBER OF LOTS11 LOTS(P) NUMBER OF LOTS 1 LOTSEWER DISTRICT CITY OF CARLSBAD WASTEWATER DIVISIONWATER DISTRICTCARLSBAD MUNICIPAL WATER DISTRICTSCHOOL DISTRICTCARLSBAD UNIFIED SCHOOL DISTRICTELECTRICSAN DIEGO GAS & ELECTRICTELEPHONEAT&TCATVSPECTRUMDRAINAGE BASIN / HYDROLOGIC AREAAGUA HEDIONDA / LOS MONOSFIRECITY OF CARLSBADAVERAGE DAILY TRAFFIC GENERATED(50 UNITS * 6 ADT / UNIT )= 300 ADT PROPOSED (RESIDENTIAL)(40 ADT/1,000 SF * 3,824 SF) = 153 ADT (COMMERCIAL)448 ADT PROPOSED (RESIDENTIAL AND COMMERCIAL)29 A.M. PEAK HOUR TRIPS / 41 P.M. PEAK HOUR TRIPSPROPOSED DENSITY50 UNITS / 0.724 AC = 69.06 DU / ACPROPOSED # OF CONDOMINIUM UNITS50 UNITSPROPOSED # OF COMMERCIAL UNITS 3 UNITSZONING DESIGNATION VILLAGE BARRIOLAND USE DESIGNATIONV-B VILLAGE BARRIOSEWER GENERATION FIGURE 1.0 EDU / DU (RESIDENTIAL - MULTI-FAMILY)1 EDU / 1,800 SF (COMMERCIAL)TOTAL SEWER GENERATION 52.1 EDU (1.0 EDU * 50 DU + 1 EDU / 1,800 SF * 3,824 SF)PDF = 26,050 GPD (2.5 * 52H.1 EDU * 200 GPD)POTABLE WATER FIGURES 185 GPD / DU (RESIDENTIAL - MULTI-FAMILY)1500 GPD / ACRE (COMMERCIAL)TOTAL POTABLE WATER 9,382 GDP (185 GPU/DU * 50 DU + 1,500 GDP / 43,560 SF * 3,824 SFQ100 PRE-DEVELOPMENT3.19 CFSQ100 POST-DEVELOPMENT (UNMIT / MIT)4.19 CFS / 2.43 CFS 2-1/2 INCH BRASS DISK IN THE NORTHEAST CORNER OF GRAND AVE. AND WASHINGTON ST., AS SHOWNON ROS 17271 AS POINT NO. 130.ELEVATION = 73.61DATUM = NGVD 29 TENTATIVE MAP TITLE SHEET1 PRELIMINARY DEMO PLAN2 PRELIMINARY FRONTAGE IMPROVEMENT PLAN3 PRELIMINARY GRADING PLAN4 SECTIONS AND DETAILS 5-6MAP 16292CR 6250ROS 9079CR 3083CR 258PM 2568DWG 118-9DWG 222-9 103/13/2026 EXISTING EASEMENT INFORMATIONITEMS A AND B ARE NON MAPPING AND NOT SHOWN HEREON.EASEMENT GRANTED TO SDGE FOR UTILITY PURPOSES RECORDED APRIL 4, 1978 AS DOC# 1978-0132037, O.R. AFFECTS LOTS 5 THROUGH 9MATTERS CONTAINED IN CERTIFICATE OF COMPLIANCE RECORDED APRIL 14, 1978 AS DOC #1978-0151211, O.R.MATTERS CONTAINED IN SHORT FORM OF LEASE RECORDED DECEMBER 27, 1978 AS DOC# 1978-0553096, O.R. BLANKET IN NATURE AND NOT SHOWN HEREON.EASEMENT GRANTED TO SDGE FOR UTILITY PURPOSES RECORDED MARCH 20, 1979 AS DOC# 19-0114682, O.R. AFFECTS LOTS 5 THROUGH 9.ITEMS 5-9 ARE NON MAPPING AND NOT SHOWN HEREONPROPOSED EASEMENT INFORMATIONPROPOSED PUBLIC STREET / ALLEY AND PUBLIC UTILITY EASEMENT FOR CARLSBADVILLAGE DRIVE AND A PORTION OF THE PUBLIC ALLEY TO THE CITY OF CARLSBAD DENSITY CALCULATIONSGROSS ACREAGE=31,521 SF / 0.724 ACRESLESS BEACHES=0 SF / 0 ACRESLESS PERMANENT BODIES OF WATER=0 SF / 0 ACRESLESS FLOODWAYS=0 SF / 0 ACRESLESS SIGNIFICANT WETLANDS=0 SF / 0 ACRESLESS SIGNIFICANT WOODLAND HABITATS=0 SF / 0 ACRESLESS LAND SUBJECT TO MAJOR POWER TRANSMISSION EASEMENTS=0 SF / 0 ACRESLESS RAILROAD TRACK BEDS=0 SF / 0 ACRESNET ACRES=31,521 SF / 0.724 ACRESSLOPESAREA (SF / ACRES)DENSITY (DU)*DWELLING UNITS0% - 25%31,521 SF / 0.724 ACRES 28-35 20.26 - 25.3325% - 40%0 SF / 0 ACRES 28-35 040% +0 SF / 0 ACRES 28-35 0*PER THE LAND USE ELEMENT - V-B VILLAGE BARRIO: 28-35 DWELLING UNITS PER ACREBASE UNITS ALLOWED = 25.33BASE DENSITY PER = 26.0DENSITY BONUS ROUND UP15% UNITS AS "VERY LOW" = 26.0 * 0.15 = 3.9 UNITAFFORDABLE DENSITY BONUS UNITS50.0% DENSITY BONUS = 26.0 * 0.5 = 13.0 UNITSFOR 15% "VERY LOW"AFFORDABLE UNITS*15% UNITS AS "MODERATE" = 26.0 * 0.15 = 3.9 UNITAFFORDABLE DENSITY BONUS UNITS*50.0% DENSITY BONUS = 26.0 * 0.5 = 13.0 UNITSFOR 15% "MODERATE"AFFORDABLE UNITSPER DENSITY BONUS ROUND UP = 52 TOTAL UNITSPROPOSED UNITS = 50.0 UNITS50 RESIDENTIAL UNITS PROPOSEDPROPOSED MARKET RATE RESIDENTIAL UNITS = 42.0PROPOSED "VERY LOW" AFFORDABLE UNITS = 4.0PROPOSED "MODERATE" AFFORDABLE UNITS = 4.0TOTAL PROPOSED UNITS = 50.0 DWG 365-2DWG 803-8GRANT DEED RECORDED JULY 28, 2023 FILEDIN THE OFFICE OF THE SAN DIEGO COUNTYRECORDER AS DOC# 2023-0203232, O.R.CERTIFICATE OF COMPLIANCE RECORDEDAPRIL 14, 1978 AS DOC# 1978-0151211, O.R.

EXISTING PROPERTY BOUNDARYADJACENT PROPERTY LINE / RIGHT-OF-WAYCENTERLINE OF ROADADJACENT LOT LINESETBACK LINEEXISTING CONTOURPROPOSED CONTOURPROPOSED BUILDING FOOT PRINTPROPOSED FLOW LINEPROPOSED DIRECTION OF FLOWPROPOSED AC SAWCUTPROPOSED LIMITS OF GRADING150-FT CALTRANS SIGHT DISTANCE VIEW COORIDORPROPOSED 6" PCC CURB AND GUTTER PER SDRSD G-2PROPOSED PCC PAVEMENTPROPOSED RAISED PLANTER BMPPROPOSED 3" AC GRIND AND OVERLAYPROPOSED 6" PVC STORM DRAINPROPOSED 6" PVC STORM DRIAN (NUISSANCE RUNOFF ONLY)PROPOSED 6" FIRE SERVICE PER CMWD W-7 & W-9PROPOSED 3" DOMESTIC WATER SERVICE PER CMWD W-7 & W-8PROPOSED 2" DOMESTIC WATER SERVICE PER CMWD W-4PROPOSED 1" IRRIGATION SERVICE PER CMWD W-3PROPOSED 6" PVC SEWER LATERAL AND CLEANOUT PER CITYOF CARLSBAD S-7PROPOSED 12" X 12" BROOKS BOXPROPOSED 6" STORM DRAIN CLEANOUTPROPOSED 20-FT DIAMETER CANOPY TREE WELL BMP 100100
SDSDWWWWWWSSBASIS OF BEARINGTHE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS-83) EPOCH 1991.35, ZONE 6, AS DETERMINEDLOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS 130 AND 122 BEING A GRID BEARINGOF N 66° 33' 34" E AS DERIVED FROM GEODETIC VALUE SHOWN ON RECORD OF SURVEY 17271, CITY OFCARLSBAD SURVEY CONTROL FILED ON FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862 IN THE OFFICEOF THE COUNTY RECORDER OF SAN DIEGO COUNTY.

VICINITY MAPNOT TO SCALE
SJM CARLSBAD, LLC5315 AVENIDA ENCINASCARLSBAD CA, 92008PH: (888) 357-3553 J:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANS *NOTE:THIS IS A TENTATIVE TRACT MAP OF A CONDOMINIUMPROJECT DEFINED BY SECTION 1350 OF THE CIVIL CODEOF THE STATE OF CALIFORNIA. THE PROJECT CONTAINSA MAXIMUM OF 50 AIRSPACE RESIDENTIAL CONDOMINIUMUNITS AND 3 COMMERCIAL CONDOMINIUM UNITS.

LEGEND
14123
CT 2024-0007 / SDP 2024-0021 / CDP 2024-0035TENTATIVE TRACT MAP / SITE DEVELOPMENT PERMIT/ COASTAL DEVELOPMENT PERMITRINCON CVD W
12"TP6"TD8"TD6"TD10"TP (2)12"TD (2)8"TD (3)12"TD (2)12"TD (2)15"TD 15"TP (2)12"TP10"TP12"TP8"TP10"TP15" TP12"TP12"TP8"TP
S
C E
E
E
CC CCC
W
W
W 55.23 TC54.77 FL55.11 TC54.98 FL55.31 TC55.27 FL55.78 TC55.37 FL55.97 TC55.48 FL56.14 TC55.67 FL55.95 TC55.83 FL56.14 TC56.00 FL56.07 TC55.99 FL56.51 TC56.03 FL

57.16 TC56.69 FL57.63 TC57.15 FL57.86 TC57.38 FL58.34 TC57.85 FL58.76 TC58.31 FL58.91 TC58.50 FL58.71 TC58.69 FL58.88 TC60.47 TC59.80 FL60.72 TC60.08 FL

60.33 TC59.84 FL

60.43 TC59.97 FL59.95 TC95.55 FL60.59 TC60.08 FL60.70 TC60.19 FL60.38 TC59.88 FL

60.33 TC59.87 FL

56.58 TC56.24 FL56.77 TC56.37 FL57.19 TC56.76 FL57.25 TC56.83 FL57.15 TC56.80 FL56.57 TC56.05 FL56.63 TC56.11 FL56.92 TC56.41 FL57.12 TC56.63 FL56.55 TC56.55 FL

59.62 TC59.10 FL59.30 TC58.77 FL

58.88 FL59.64 TC59.20 FL59.17 FL59.34 TC59.06 FL59.17 TC

72.71RF

74.5RF
D
59 60
5959585756
56 56
5556 57
5758
5859
59 59
58 58
55 606060
61 60595857
57 57
55 EXISTINGSINGLE STORYBUILDING

EXISTINGSINGLE STORYBUILDING

EXISTINGMULTI STORYBUILDING

EXISTINGMULTI STORYBUILDINGEXISTINGMULTI STORYBUILDINGEXISTINGSINGLE STORYBUILDING

EXISTINGMULTI STORYBUILDING

60.3259.1859.5059.7759.7760.0159.6459.4459.9159.0159.4759.6158.52

56.50 59.4858.8158.51

57.8757.71

63.16 TW63.18 TW

63.13 TW

56.37 RIM

WWWWWWWWWWWWWWWWWWWWWWWGGGGGGG

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG WW
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W
1615141312
CARLSBAD VILLAGE DR.
32313029 21201918CR 3083PM 2568 JEFFERSON ST.80.0'40.0'40.0'

40.0'40.0'80.0'

10.0'10.0'20.0'7.5'1
14 ALLEY
CLCL
CL
ROW
ROWROW
ROWROW
ROW
ROW
ROW
S34°01'57"E 175.21'
N55°57'51"E 70.00'S34°01'57"E 100.12'
N55°57'41"E 69.94'
N34°01'46"W 275.31'
S55°58'13"W 139.95'
CL
1 111
1 2
3 310
3 54
4 4446
5 8
89999
7 410
33 3
11 11
13 3323 11 45637
8 9
1011
11 4.0'
11 1111 11
11 11
11 111111
11 XXXXXXXXX
XXX

45.8'

30.6'

87.3'4.8'60.0'

81.3'82.9'

83.5'

35.6'

84.3'

18.8'
J:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANSJ:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANSRINCON CVD840 CARLSBAD VILLAGE DRIVE6 PLSA 4127-01
CT 2024-0007SDP 2024-0021CDP 2024-0035
GRAPHIC SCALE: 1" = 20'020'40'60'
2 PLAN VIEW - PRELIMINARY DEMO PLANSCALE: 1" = 20'
DEMOLITON NOTESEXISTING SURVEY MONUMENT TO BE PROTECTEDIN PLACE. SURVEY MONUMENTS DISTURBED ORDESTROYED SHALL BE REPLACED BY A LICENSEDSURVEYOR AND A CORNER RECORD SHALL BEFILED WITH THE COUNTYEXISTING STRUCTURE TO BE REMOVEDEXISTING PCC CURB TO BE REMOVEDEXISTING LIGHT POLE TO BE REMOVEDEXISTING RETAINING WALL TO BE REMOVEDEXISTING TRANSFORMER TO BE REMOVED PERSEPARATE WORK ORDEREXISTING PCC PAVEMENT TO BE REMOVEDEXISTING AC PAVEMENT TO BE REMOVEDEXISTING BOLLARDS TO BE REMOVEDEXISTING PCC CURB AND GUTTER TO BE REMOVEDEXISTING OFFSITE STRUCTURE TO REMAIN 123456789
SIDE NOTES1.EXISTING SURVEY MONUMENTS TO BE PROTECTED INPLACE. IF A MONUMENT IS DISTURBED OR DESTROYED,IT SHALL BE REPLACED BY A LICENSED LANDSURVEYOR AND A CORNER RECORD OF SURVEY SHALLBE FILED WITH COUNTY.2.ALL EXISTING STRUCTURES AND WALLS WITHIN THEPROPOSED DISTURBED AREA TO BE DEMOLISHEDUNLESS OTHERWISE NOTED.3.ALL EXISTING TREES WITHIN THE PROPOSEDDISTURBED AREA TO BE REMOVED AND THE AREACLEARED / GRUBBED UNLESS OTHERWISE NOTED.

EXISTING EASEMENT INFORMATIONITEMS A AND B ARE NON MAPPING AND NOT SHOWN HEREON.EASEMENT GRANTED TO SDGE FOR UTILITY PURPOSES RECORDED APRIL 4, 1978 AS DOC# 1978-0132037, O.R. AFFECTS LOTS 5 THROUGH 9MATTERS CONTAINED IN CERTIFICATE OF COMPLIANCE RECORDED APRIL 14, 1978 AS DOC #1978-0151211, O.R.MATTERS CONTAINED IN SHORT FORM OF LEASE RECORDED DECEMBER 27, 1978 AS DOC# 1978-0553096, O.R. BLANKET IN NATURE AND NOT SHOWN HEREON.EASEMENT GRANTED TO SDGE FOR UTILITY PURPOSES RECORDED MARCH 20, 1979 AS DOC# 19-0114682, O.R. AFFECTS LOTS 5 THROUGH 9.ITEMS 5-9 ARE NON MAPPING AND NOT SHOWN HEREON4123 1011ROW DEMOLITION NOTESEXISTING PCC DRIVEWAY TO BE REMOVEDEXISTING DRY UTILITY ELECTRICAL PULL BOX TO BERELOCATEDEXISTING DRY UTILITY COMMUNICATION PEDESTALTO BE RELOCATEDEXISTING PCC SIDEWALK TO BE REMOVEDEXISTING SEWER CLEAN OUT AND LATERAL TO BEREMOVEDEXISTING LIGHT POLE TO REMAINEXISTING DRY UTILITY VAULT TO BE RELOCATEDEXISTING PCC RIBBON GUTTER TO REMAINEXISTING CURB INLET TO REMAINEXISTING PCC CROSS GUTTER TO REMAINEXISTING PCC PED RAMP TO REMAIN 1234567891011
12"TP6"TD8"TD6"TD10"TP (2)E
EW
W
D 5959585756
595857

WWWWWWWWWWWWWWWWWWWWWWWWWWW
GGGG

SSSSSSSSSSSSWWWWWWWWWWWWWWWWWGGGGGGGGGGGG
WWWWW
WWWWW
SDSD

GGGGGGG
WWW CARLSBAD VILLAGE DR.

40.0'40.0'80.0'

10.0'10.0'20.0'7.5' DED.

CL
ROW
ROWROW
ROW N55°57'41"E 69.94'
CL
EXISTING CURBINLET PER DWG292-2D TO REMAIN

57.4 RIM47.4 IE IN NORTH(47.4 IE IN EAST)(47.3 IE OUT WEST) EXISTING 24" RCPSTORM DRAIN @3.0%PER DWG 291-2D

REMOVE AND REPLACE EXISTINGPCC WALKWAY AND PAVERS TONEAREST JOINT EX. PED LIGHTPOLE TO REMAIN
EX. PED LIGHTPOLE TO REMAIN
EX. WATER SERVICE METER ANDBACK FLOW TO BE ABANDONED;SEE NOTE 3 THIS SHEET EX. LIGHT / STREETPOLE TO REMAIN
EX. WATER SERVICEMETER AND BACKFLOW TO REMAIN
1 EXISTING 8" PVC WATERMAIN PER DWG 365-2

8.0'.16.0'.EX. STREET TREETO REMAIN
EX. DECORATIVEPAVERS TO REMAINEX. STREET TREETO REMAIN
EX. ELECTRICAL PULLBOX TO REMAIN
EX. ELECTRICAL PULLBOX TO BE RELOCATED
EX. PCC CROSSGUTTER TO REMAIN
EX. PCC PED RAMPTO REMAIN

11.4'(10.0' MIN.CLEAR)EX. PL
ULT. PL; AFTERDED.10
14 EX. STREET TREETO REMAINEX. STREET TREETO REMAIN
EX. PCC CURBAND GUTTER TOREMAIN
EX. PCC SIDEWALK TOREMAIN
CARLSBAD VILLAGE DRIVE &JEFFERSON STREET INTERSECTIONEXISTING 8"VC SEWERMAIN PER DWG 118-9 ABANDONED 6" ACWATER MAIN PERDWG 365-2
EXISTING 6" AC WATERMAIN
CL
CL
13 4.0'
EX. BLDG WALLS
EX. 8" PVC WATERMAIN PER DWG 365-2
EX. BLDGOVERHANG

57.9 TG56.3 IE IN56.2 IE OUT
1818(58.7 TC)(58.2 FL)58.8 FL
PROPOSED LADDERLOCATION (TYP.)
LA1215"TP (2)12"TP
S

C E CC CCC
WW56
5556
57 57

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGG SSSS
W

SSSS SSSS
XXXXX
SDX
WW

WWWWWWWWWWWWW
JEFFERSON ST.

80.0'40.0'40.0'CL
S34°01'57"E 175.21'
N55°57'51"E 70.00'
S55°58'13"W 139.95'LA(0.2%)0.4%

56.0 FS56.0 FS56.5 FS56.55 FS

48.2 IE@LAT(47.0 IE@MAIN)

56.5 RIM49.0 IE

5.5'

EXISTING ELECTRICALPULL BOX TO REMAIN

2.0%

EXISTING PCC DRIVEWAYAPRON TO BE REMOVEDEXISTING PCC DRIVEWAYAPRON TO REMAIN LALAEXISTING PCC DRIVEWAYAPRON TO BE REMOVEDPROJECT SITEAPN: 203-354-15-00PROPOSED REMOVALOF EX. PALM TREEEX. PALM TREESTO REMAINEX. JACARANDA TREE TOBE REMOVEDEX. BACK OFPCC SIDEWALK PROPOSED TREE WELL BMP14; 20-FT STRAWBERRY TREE*SEE TREE NOTE THIS SHEETPROPOSED TREE WELL BMP13; 20-FT STRAWBERRY TREE*SEE TREE NOTE THIS SHEET1211675 34 108 108 15

EXISTING DRY UTILITY COMMUNICATIONPEDESTAL TO BE RELOCATED

EXISTING DRY UTILITY COMMUNICATIONPEDESTAL TO BE RELOCATED EX. DRY UTILITY VAULTTO BE RELOCATED

EXISTING DRY UTILITYCOMMUNICATION PEDESTALTO BE RELOCATEDEXISTING DRY UTILITYCOMMUNICATIONPEDESTAL TO REMAIN

6.0'
ABANDONED 6" ACWATER MAIN PERDWG 365-2EXISTING 8" PVC WATERMAIN PER DWG 365-2EXISTING 8" VC SEWERMAIN @0.8% PER DWG 118-9EXISTING 2" GAS MAINEX. SEWER LATERAL ANDCLEANOUT TO BEREMOVEDEXISTING 42" INTERCEPTORSEWER MAIN PER DWG 365-2

55.0 IE

LIMITS OF TREE WELLBMP STRUCTURAL SOIL
LIMITS OF TREE WELLBMP STRUCTURAL SOIL3.0'EX. STREETLIGHT TO REMAINEXISTING PCC SIDEWALKTO REMAINEXISTING PCC CURB ANDGUTTER TO REMAIN

EXISTING COMMUNICATIONPULL BOX TO BE RELOCATED

2.0%9 91414 LIMITS OF PROPOSED GRINDAND OVERLAY16.0'PLEX. PCC SIDEWALKTO BE REMOVED CL

5.0'4.0'LALA16178.3%14
EX. TRANSFORMERTO REMAIN
18 1810.0'PROPOSED LADDERLOCATION (TYP.)
EX. SEWER MH(56.4 RIM)(47.6 IE)CONNECT TO EX. 8" PVC WM; REPLACE EX.8" PVC WATER MAIN AT WATER SERVICECONNECTIONS PER CITY OF CARLSBADSTANDARDS VOLUME 2, CHAPTER 3.3.11TO NEAREST JOINT W/ 8" DR-14 PVC

3.5' 0.8%14
J:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANSRINCON CVD840 CARLSBAD VILLAGE DRIVE6 PLSA 4127-01
CT 2024-0007SDP 2024-0021CDP 2024-0035
GRAPHIC SCALE: 1" = 10'010'20'30'
3 J:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANS SITE NOTES1.EXISTING SURVEY MONUMENTS TO BE PROTECTED INPLACE. IF A MONUMENT IS DISTURBED OR DESTROYED,IT SHALL BE REPLACED BY A LICENSED LANDSURVEYOR AND A CORNER RECORD OF SURVEY SHALLBE FILED WITH COUNTY.2.ALL EXISTING STRUCTURES AND WALLS WITHIN THEPROPOSED DISTURBED AREA TO BE DEMOLISHEDUNLESS OTHERWISE NOTED.3.EXISTING WATER SERVICES TO BE ABANDONED /REMOVED PER CITY OF CARLSBAD ENGINEERINGSTANDARDS VOLUME 3 SECTION 15000.

CONSTRUCTION NOTESPROPOSED 6" PVC SEWER LATERAL W/ 12" CAST IRON LID PER CITY OFCARLSBAD S-7 W/ BACKWATER VALVE (COMMERCIAL USE) WITH GREASETRAPPROPOSED 6" PVC SEWER LATERAL W/ 12" CAST IRON LID PER CITY OFCARLSBAD S-7 W/ BACKWATER VALVE (RESIDENTIAL USE)PROPOSED 3" DOMESTIC WATER SERVICE, METER AND BACKFLOW PERCMWD W-7 & W-8 (RESIDENTIAL USE); SEE NOTE THIS SHEETPROPOSED 6" FIRE SERVICE W/ RDPA PER CMWD W-9PROPOSED FIRE HYDRANT W/ 6" FIRE WATER SERVICE PER CMWD W-17PROPOSED 2" DOMESTIC WATER SERVICE METER AND BACKFLOW PERCMWD W-4 & W-6 (COMMERCIAL USE)PROPOSED 1" LANDSCAPE IRRIGATION SERVICE, METER AND BACKFLOWPER CMWD W-3 & W-6PROPOSED 6" PCC CURB AND GUTTER PER SDRSD G-2PROPOSED 4" PCC SIDEWALK SDRSD G-7PROPOSED AC PAVEMENT SAWCUT PER DETAIL SHEET 4PROPOSED 2" AC GRIND AND OVERLAYPROPOSED MODIFIED PCC PEDESTRIAN CURB RAMP PER SDRSD G-31PROPOSED TYPE A CLEANOUT PER SDRSD D-9PROPOSED TRENCH RESURFACING PER CITY OF CARLSBAD GS-26 ANDGS-28PROPOSED CURB OUTLET PER SDRSD D-25PROPOSED PCC DRIVEWAY WING PER SDRSD G-14DPROPOSED 5.5' X 8' BIKE RACKPROPOSED 4" AC OVER 6" AB; PAVEMENT SECTION TO BE CONFIRMED BYPROJECT GEOTECH ENGINEER BASED ON FIELD TESTED R-VALUEPROPOSED 6" PCC CURB PER SDRSD G-1 123456789101112131415
PLAN VIEW - PRELIMINARY JEFFERSON ST IMPROVEMENT PLANSCALE: 1" = 10' PLAN VIEW - PRELIMINARY CVD IMPROVEMENT PLANSCALE: 1" = 10'1617PROPOSED EASEMENT INFORMATIONPROPOSED PUBLIC STREET / ALLEY AND PUBLIC UTILITY EASEMENT FOR CARLSBADVILLAGE DRIVE AND A PORTION OF THE PUBLIC ALLEY TO THE CITY OF CARLSBAD1 18 *TREE WELL BMP NOTE:TREE WELL BMPS PROPOSED WITHIN THE JEFFERSONSTREET RIGHT-OF-WAY TO BE PRIVATELY MAINTAINED. 19 3" WATER SERVICE NOTE:4" WATER SERVICE BETWEEN REDUCER AT GATEVALVE NEAR TEE TO ABOVE GROUND 90-DEGREEEBEND AT METER; 3" AFTER. 12"TP6"TD8"TD6"TD10"TP (2)12"TD (2)8"TD (3)12"TD (2)12"TD (2)15"TD 15"TP (2)12"TP10"TP12"TP8"TP10"TP15" TP12"TP12"TP8"TP
S
C E
E
E
CC CCC
W
W
W 55.23 TC54.77 FL55.11 TC54.98 FL55.31 TC55.27 FL55.78 TC55.37 FL55.97 TC55.48 FL56.14 TC55.67 FL55.95 TC55.83 FL56.14 TC56.00 FL56.07 TC55.99 FL56.51 TC56.03 FL

57.16 TC56.69 FL57.63 TC57.15 FL57.86 TC57.38 FL58.34 TC57.85 FL58.76 TC58.31 FL58.91 TC58.50 FL58.71 TC58.69 FL58.88 TC60.47 TC59.80 FL60.72 TC60.08 FL

60.33 TC59.84 FL

60.43 TC59.97 FL59.95 TC95.55 FL60.59 TC60.08 FL60.70 TC60.19 FL60.38 TC59.88 FL

60.33 TC59.87 FL

56.58 TC56.24 FL56.77 TC56.37 FL57.19 TC56.76 FL57.25 TC56.83 FL57.15 TC56.80 FL56.57 TC56.05 FL56.63 TC56.11 FL56.92 TC56.41 FL57.12 TC56.63 FL56.55 TC56.55 FL

59.62 TC59.10 FL59.30 TC58.77 FL

58.88 FL59.64 TC59.20 FL59.17 FL59.34 TC59.06 FL59.17 TC

72.71RF

74.5RF
D
59 60
5959585756
56 56
5556 57
5758
5859
59 59
58 58
55 606060
61 60595857
57 57
55 EXISTINGSINGLE STORYBUILDING

EXISTINGSINGLE STORYBUILDING

EXISTINGMULTI STORYBUILDING

EXISTINGMULTI STORYBUILDING EXISTINGSINGLE STORYBUILDING

EXISTINGMULTI STORYBUILDING

60.3259.1859.5059.7759.7760.0159.6459.4459.9159.0159.4759.6158.52

56.50 59.4858.8158.51

57.8757.71

63.16 TW63.18 TW

63.13 TW

56.37 RIM

WWWWWWWWWWWWWWWWWGGGG

SSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGG WW
SS
SS
WW
SSSS
SD

SDSDSDSDSDSDSD

EEEEEGGG

XXXXXXXXX

XXXXXXXXXXX
SD
W
WWWWW
S34°01'46"E 275.31'S55°57'41"W69.94'
N34°01'57"W100.12'S55°57'51"W70.00'
N34°01'57"W175.21'
N55°58'13"E139.95'
LOBBY56.8 FF56.1 PAD

2.0%

2.0% STAIRS58.5 FF

JEFFERSON STREET

CARLSBAD VILLAGE DRIVE
ALLEY40.0'40.0'80.0'24.0'16.0'24.0'16.0'
**20.0'10.0'10.0'80.0'40.0'40.0'8.0'32.0' ELEC.ROOM59.7 FFSTAIRS60.3 FFTRASH60.3 FFRETAIL59.1 FFPUMPROOM59.7 FF RETAIL56.05 FFRETAIL56.6 FFPARCELROOMSTAIRS1.0%8.8%GB1.0%

0.7%

1.0%

1.0%2.0% 1.0%1.0%

1.0%1.4% 1.0%0.4%

2.0%
(0.5%)(0.6%) (0.4%)(0.7%)
(1.8%)(2.0%)
ROW
ROWROW

ROWROWCL
CL
CL
CL
CL
CL
CLROW
1414
1899 13 16

2.0%
12 14

COVEREDPARKING

56.5 FS55.9 FS55.95 FS

60.0 FS

55.0 IE57.0 RIM55.3 IE56.0 FS56.55 FS56.55 FS

59.7 FS

EXISTING TRANSFORMERTO BE REMOVEDEXISTING LIGHT POLETO BE REMOVEDEXISTING LIGHT POLETO BE REMOVED

EXISTING LIGHTPOLE TO BEREMOVED

58.9 FS58.1 FS

56.05 FS

58.5 FS60.2 FS60.2 FS59.1 FS

59.0 FS(63.2 TW)58.7 BW59.3 FS

56.6 FS

56.9 FS59.4 TG57.6 IE

56.5 FS

56.8 FS

56.0 FS
(63.2 TW)59.5 BW
(63.2 TW)56.6 BWEXISTING RETAININGWALL TO REMAIN

60.2 FS60.0 FS
(59.8 FS/HP)
EXISTING WATERSERVICE ANDMETER TO REMAINEXISTING CURBINLET PER DWG292-2D TO REMAIN56.8 RIM55.5 IE

58.45 FL

56.5 TG55.4 IE60.2 TW57.0 BW

61.1 TW58.5 BW
BMP 2A=157 SF59.2 FG
BMP 1A=157 SF60.1 FG57.4 RIM47.4 IE IN NORTH(47.4 IE IN EAST)(47.3 IE OUT WEST) PROPOSEDTRANSFOMER(59.4 FS)

57.9 TG56.3 IE IN56.2 IE OUT62.2 TG58.2 IE62.0TW58.0 BW61.5 TG57.5 IEBMP 5A=150 SF60.0 FG58.1 RIM56.5 IE EXISTING 42" INTERCEPTORSEWER MAIN PER DWG 365-2EXISTING 8" VC SEWER MAINPER DWG 118-9EXISTING 8" PVC WATERMAIN PER DWG 365-2 EXISTING 24" RCPSTORM DRAIN @3.0%PER DWG 291-2D
EXISTING 6" AC WATERMAIN PER DWG 365-2
EXISTING PCC RIBBONGUTTER TO REMAIN(59.9 FS)

EXISTING PCC CROSSGUTTER TO REMAIN

EXISTING PCC CROSSGUTTER TO REMAINEXISTING PED RAMPTO REMAIN EXISTING PED RAMPTO REMAIN48.2 IE@LAT(47.0 IE@MAIN)48.2 IE@LAT(47.0 IE@MAIN)

56.5 RIM49.0 IE EXISTING SEWER LATERALTO REMAIN
PROPOSED BUILDINGOVERHANG (TYP.)

EX SEWER MH(56.4 RIM)(47.6 IE)
EXISTING DRY UTILITYVAULT TO BE REMOVEDEXISTING DRY UTILITYPEDESTALS TO BEREMOVED1 111
1 7754 11
11 PROP. BUILDINGOVERHANG (TYP.)
886 6
17 15 15

EXISTING PCC CURB ANDGUTTER TO REMAINEXISTING PCC CURBAND GUTTER TOREMAIN

EXISTING PCC CURB ANDGUTTER TO REMAIN

EXISTING PCC SIDEWALKTO REMAIN

EXISTING PCCSIDEWALK TOREMAIN

EXISTING DRY UTILITYPEDESTALS TO REMAIN
(59.4 FL)(59.4 FL)REMOVE AND REPLACE EXISTINGPCC WALKWAY AND PAVERS TONEAREST JOINTEXISTING PED RAMPTO REMAIN BMP 3A=221 SF60.7 FG15 STRUCTURALCOLUMN (TYP.)

EXISTING SEWERLATERAL TO BEREMOVEDEXISTING DRIVEWAYTO REMAIN

56.6 FS56.6 FS
1160.2 TW57.4 BW59.95 TG56.0 IE

EXISTING TRASHENCLOSURE TOREMAIN

BUILDING STEP

BUILDING STEP
EXISTING 24" RCPSTORM DRAIN @3.0%PER DWG 291-2D
GB59.6 FS7.5'DED.

5.5'
16 56.9 FS56.9 FS

56.5 FS56.5 FS1.0%19
19 19
19 2020 59.6 FS7
810EXISTING PCCSIDEWALK ANDPAVERS TO REMAIN58.2 FS2 STEPSBMP 4A=104 SF60.5 FG PROPOSED UG PRIMARYELECTRIC CONDUIT TO NEWTRANSFORMER SEE SHEET 6

56.9 FSFIRERISER56.0 FSMPOEELEVMECH
APPROX. LOCATIONEXISTING GAS MAIN

62.5 TW59.3 BW

62.0 TG58.0 IE14
EXISTING STRUCTURETO REMAIN57.0 FS
1359.1 RIM57.4 IE62.7 TW60.7 BW1.0%56.7 FS60.0'24.0'3.0'55.8 FL56.5 FS

9.0'9.0'24.0'3.0'

57.4 FS56.3 FL56.5 FS56.5 FS56.1 TG54.8 IE56.2 FS

56.6 FL56.7 FS

2.0%

2.0%0.5%3.0'24.0'2.0%59.85 FL59.7 FS59.85 FL59.95 FS60.2 FS (59.6 FS)1% MIN.
1% MIN.
21 14
22EXISTING STREETLIGHT / SIGNAL2324 ABANDONED 6" ACP WATERMAIN PER DWG 365-2 EX. PED. LIGHTTO REMAIN
EX. PED. LIGHTTO REMAINEXISTING WATERSERVICE METER ANDBACK FLOW TO BEABANDONED SEENOTE 5 THIS SHEET EXISTING 8" PVC WATERMAIN PER DWG 365-2EXISTING 42" INTERCEPTORSEWER MAIN PER DWG 365-2 TREE WELL BMP 13TREE WELL BMP 1422 LIMITS OF PROPOSEDGRIND AND OVERLAY 25 1 ROOF DOWNSPOUT(TYP.)
ROOF DOWNSPOUT(TYP.)
27 4.0'1287.5'7.5'
PROPOSED 6-FT FENCE PERSEPARATE LANDSCAPE PLANSSEE NOTE THIS SHEETPROPOSED WALL ANDFENCE COMBINATIONSEE NOTE THIS SHEETEXISTING FIRE HYDRANTAND SERVICE TO REMAIN **PUB. ALLEY PER MAP775 FILES FEB 15, 189422LIMITS OFPROPOSED C&G 15 2626
26 2.0%
23 56.45 FS56.8 FS
1111
(0.2%)0.4% 0.8%(0.8%)

58.8 FL

56.0 FS2.0%

60.2 FS
1460.85 TG57.6 IE1.1%56.8 FS

56.2 TG54.3 IE

56.7 FS56.7 FS56.7 FS56.7 RIM54.0 IE

1.1%56.8 FS

56.4 FS56.5 FS56.5 FS56.4 FS56.3 TG54.5 IE20 2056.3 TG54.3 IE56.4 FS56.6 FL56.7 FS BUILDING STEP60.0'60.0'24.0'
12"TP6"TD8"TD6"TD10"TP (2)12"TD (2)8"TD (3)12"TD (2)12"TD (2)15"TD 15"TP (2)12"TP10"TP12"TP8"TP10"TP15" TP12"TP12"TP8"TP
S
C E
E
E
CC CCC
W
W
CE 55.11 TC54.98 FL55.31 TC55.27 FL55.78 TC55.37 FL55.97 TC55.48 FL56.14 TC55.67 FL55.95 TC55.83 FL56.14 TC56.00 FL56.07 TC55.99 FL56.51 TC56.03 FL

57.16 TC56.69 FL57.63 TC57.15 FL57.86 TC57.38 FL58.34 TC57.85 FL58.76 TC58.31 FL58.91 TC58.50 FL58.71 TC58.69 FL58.88 TC60.47 TC59.80 FL60.72 TC60.08 FL

60.33 TC59.84 FL

60.43 TC59.97 FL59.95 TC95.55 FL60.59 TC60.08 FL60.70 TC60.19 FL60.38 TC59.88 FL

60.33 TC59.87 FL

56.58 TC56.24 FL56.77 TC56.37 FL57.19 TC56.76 FL57.25 TC56.83 FL57.15 TC56.80 FL56.57 TC56.05 FL56.63 TC56.11 FL56.92 TC56.41 FL57.12 TC56.63 FL56.55 TC56.55 FL

59.62 TC59.10 FL59.30 TC58.77 FL

58.88 FL

72.71RF

74.5RF
D 5959585756
56 56
5556 57
5758
5859
59 59
58 60
60 61
60595857
57 57

EXISTINGSINGLE STORYBUILDING

EXISTINGMULTI STORYBUILDING

60.3259.1859.5059.7759.6459.4459.0159.6158.52

56.50 59.4858.8158.51

57.8757.71

63.16 TW63.18 TW

63.13 TW
S34°01'46"E 275.31'S55°57'41"W69.94'
N34°01'57"W100.12'S55°57'51"W70.00'
N34°01'57"W175.21'
N55°58'13"E139.95'ALLEY

CARLSBAD VILLAGE DRIVEJEFFERSON STREET
2ND LEVELCOURTYARDBMP 8A= 147 SF77.05 FG
BMP 7A= 49 SF77.05 FGBMP 6A= 48 SF77.05 FG
PROPOSED BUILDINGOVERHANG (TYP.)PROPOSED BUILDINGOVERHANG (TYP.)14 1414
6"TD10"TP (2)12"TD (2)EW58.34 TC57.85 FL58.76 TC58.31 FL58.91 TC58.50 FL58.71 TC58.69 FL58.88 TC58.88 FL59.64 TC59.20 FL59.17 FL59.34 TC59.06 FL59.17 TC595958 6059

EXISTINGMULTI STORYBUILDING

60.3259.18

WWWWWWWWWWWWWWGGGGGGGGGGGG
WWGGG S34°01'46"E 275.31'S55°57'41"W69.94'
CARLSBADVILLAGE DRIVE1780.0'40.0'40.0'

PROJECTSITE
PROP. CONFICT STRIPPINGTHROUGH ALLEY AND CVDINTERSECTION PER CALTRANSSTD PLAN A20D DETAIL 39AWITH GREEN TRAFFIC PAINTALLEYGRAPHIC SCALE: 1" = 20'020'40'60' J:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANS CONSTRUCTION NOTESEXISTING SURVEY MONUMENT TO BE PROTECTEDIN PLACE. SURVEY MONUMENTS DISTURBED ORDESTROYED SHALL BE REPLACED BY A LICENSEDSURVEYOR AND A CORNER RECORD SHALL BEFILED WITH THE COUNTYPROPOSED 6" PVC SEWER LATERAL W/ 12" CASTIRON LID PER CITY OF CARLSBAD S-7 W/BACKWATER VALVE (COMMERCIAL USE) WITHGREASE TRAPPROPOSED 6" PVC SEWER LATERAL W/ 12" CASTIRON LID PER CITY OF CARLSBAD S-7 W/BACKWATER VALVE (RESIDENTIAL USE)PROPOSED 3" DOMESTIC WATER SERVICE, METERAND BACKFLOW PER CMWD W-7 & W-8 (RESIDENTIALUSE)PROPOSED 6" FIRE SERVICE W/ RDPA PER CMWDW-9PROPOSED 6" PCC CURB AND GUTTER PER SDRSDG-2PROPOSED 4" PCC SIDEWALK SDRSD G-7PROPOSED AC PAVEMENT SAWCUT PER DETAILSHEET 6PROPOSED 12" X 12" BROOKS BOX OR APPROVEDEQUAL PROPOSED MODIFIED PCC PEDESTRIAN CURB RAMPPER SDRSD G-31PROPOSED MASONRY RETAINING WALL PERSTRUCTURAL DESIGNPROPOSED TYPE A CLEANOUT PER SDRSD D-9PROPOSED 6" STORM DRAIN CLEANOUT BY NDS ORAPRPROVED EQUALPROPOSED BROOKS BOX RAISED PLANTERBIOFILTRATION EMERGENCY OUTLET PER DETAILSHEET 6PROPOSED TRENCH RESURFACING PER CITY OFCARLSBAD GS-26 AND GS-28PROPOSED REM TRITON TDAM FILTERTDAM12-PK-PERF-FTC (TRASH CAPTURE BMP)PLACED IN SIDE OF BROOKS BOXCALTRANS 200-FT SIGHT DISTANCE VIEW CORRIDORPER CALTRANS HIGHWAY DESIGN MANUALPROPOSED CURB OUTLET PER SDRSD D-25PROPOSED 3-FT PCC RIBBON GUTTER PER DETAILSHEET 6 123456789
101112131415
PROPOSED 12" X 12" BROOKS BOX FOR NUISANCEWATER ONLY; CONNECT TO EX. SEWER MAINPROPOSED 1" LANDSCAPE IRRIGATION SERVICE,METER AND BACKFLOW PER CMWD W-3 & W-6PROPOSED 2" AC GRIND AND OVERLAYPROPOSED 2" DOMESTIC WATER SERVICE METERAND BACKFLOW PER CMWD W-4 & W-6(COMMERCIAL USE)PROPOSED FIRE HYDRANT W/ 6" FIRE WATERSERVICE PER CMWD W-17PROPOSED PCC DRIVEWAY WING PER SDRSD G-14DPROPOSED 4" AC OVER 6" AB; PAVEMENT SECTIONTO BE CONFIRMED BY PROJECT GEOTECH BASEDON FIELD TEST R-VALUEPROPOSED 5.5' X 8' BIKE RACK7.5' X 7.5' SIGHT DISTANCE TRIANGLE PLAN VIEW - PRELIMINARY GRADING PLANSCALE: 1" = 20'
20 RINCON CVD840 CARLSBAD VILLAGE DRIVE6
PLSA 4127-01
CT 2024-0007SDP 2024-0021CDP 2024-0035
SITE NOTES1.EXISTING SURVEY MONUMENTS TO BE PROTECTED INPLACE. IF A MONUMENT IS DISTURBED OR DESTROYED,IT SHALL BE REPLACED BY A LICENSED LANDSURVEYOR AND A CORNER RECORD OF SURVEY SHALLBE FILED WITH COUNTY.2.ALL EXISTING STRUCTURES AND WALLS WITHIN THEPROPOSED DISTURBED AREA TO BE DEMOLISHEDUNLESS OTHERWISE NOTED.3.ALL EXISTING LIGHT POLES LOCATED ONSITE TO BEREMOVED UNLESS OTHERWISE NOTED.4.ALL EXISTING TREES WITHIN THE PROPOSEDDISTURBED AREA TO BE REMOVED AND THE AREACLEARED / GRUBBED UNLESS OTHERWISE NOTED.5.EXISTING WATER SERVICES TO BE ABANDONED /REMOVED PER CITY OF CARLSBAD ENGINEERINGSTANDARDS VOLUME 3 SECTION 15000.

PLAN VIEW - RAISED PLANTER BMP ROOF PLANSCALE: 1" = 30' 21 EXISTING EASEMENT INFORMATIONITEMS A AND B ARE NON MAPPING AND NOT SHOWN HEREON.EASEMENT GRANTED TO SDGE FOR UTILITY PURPOSES RECORDED APRIL 4, 1978 AS DOC# 1978-0132037, O.R. AFFECTS LOTS 5 THROUGH 9MATTERS CONTAINED IN CERTIFICATE OF COMPLIANCE RECORDED APRIL 14, 1978 AS DOC #1978-0151211, O.R.MATTERS CONTAINED IN SHORT FORM OF LEASE RECORDED DECEMBER 27, 1978 AS DOC# 1978-0553096, O.R. BLANKET IN NATURE AND NOT SHOWN HEREON.EASEMENT GRANTED TO SDGE FOR UTILITY PURPOSES RECORDED MARCH 20, 1979 AS DOC# 19-0114682, O.R. AFFECTS LOTS 5 THROUGH 9.ITEMS 5-9 ARE NON MAPPING AND NOT SHOWN HEREON4132 4 16171819
2223242526
TRASH NOTE:PROPOSED PCC IN FRONT OF TRASH ROOM IS FORTRASH BINS TO BE ROLLED OUT AND SERVICED. 27 PLAN VIEW - CALTRANS SIGHT DISTANCESCALE: 1" = 20'
28 PROPOSED EASEMENT INFORMATIONPROPOSED PUBLIC STREET / ALLEY AND PUBLIC UTILITY EASEMENT FOR CARLSBADVILLAGE DRIVE AND A PORTION OF THE PUBLIC ALLEY TO THE CITY OF CARLSBAD1EX. HYDRANT NOTE:EXISTING FIRE HYDRANTS ARE LOCATED AT THE INTERSECTIONOF GRAND AVE AND JEFFERSON STREET & THE INTERSECTIONOF CARLSBAD VILLAGE DRIVE AND JEFFERSON STREET.WALL AND FENCE NOTE: WALLS, FENCES OR WALL AND FENCE COMBINATIONHEIGHTS SHALL NOT EXCEED 6-FT FROM LOWESTADJACENT GRADE FIRE ACCESS NOTE:BUILDING PROPOSES TO UTILIZE TYPE IIIACONSTRUCTION MATERIALS PRELIMINARY STRIPING NOTE:FINAL STRIPING ALONG CARLSBAD VILLAGE DRIVE WILL BE DESIGNEDDURING FINAL ENGINEERING. FINAL STRIPPING DESIGN SHALL BESTRIPED TO THE SATISFACTION OF THE CITY ENGINEER. 12"TP6"TD8"TD6"TD10"TP (2)12"TD (2)8"TD (3)12"TD (2)12"TD (2)15"TD 15"TP (2)12"TP10"TP12"TP8"TP10"TP15" TP12"TP12"TP8"TP
S
C E
E
E
CC CCC
W
W

55.23 TC54.77 FL55.11 TC54.98 FL55.31 TC55.27 FL55.78 TC55.37 FL55.97 TC55.48 FL56.14 TC55.67 FL55.95 TC55.83 FL56.14 TC56.00 FL56.07 TC55.99 FL56.51 TC56.03 FL

57.16 TC56.69 FL57.63 TC57.15 FL57.86 TC57.38 FL58.34 TC57.85 FL58.76 TC58.31 FL58.91 TC58.50 FL58.71 TC58.69 FL58.88 TC60.47 TC59.80 FL60.72 TC60.08 FL

60.33 TC59.84 FL

60.43 TC59.97 FL59.95 TC95.55 FL60.59 TC60.08 FL60.70 TC60.19 FL60.38 TC59.88 FL

60.33 TC59.87 FL

56.58 TC56.24 FL56.77 TC56.37 FL57.19 TC56.76 FL57.25 TC56.83 FL57.15 TC56.80 FL56.57 TC56.05 FL56.63 TC56.11 FL56.92 TC56.41 FL57.12 TC56.63 FL56.55 TC56.55 FL

59.62 TC59.10 FL59.30 TC58.77 FL

58.88 FL59.64 TC59.20 FL59.17 FL59.34 TC59.06 FL59.17 TC

72.71RF

74.5RF
D
59 60
5959585756
56 56
5556 57
5758
5859
59 59
58 58
55 606060
61 60595857
57 57
55 EXISTINGSINGLE STORYBUILDING

EXISTINGSINGLE STORYBUILDING

EXISTINGMULTI STORYBUILDING

BUILDING

60.3259.1859.5059.7759.7760.0159.6459.4459.9159.0159.4759.6158.52

56.50 59.4858.8158.51

57.8757.71

63.16 TW63.18 TW

63.13 TW

56.37 RIM

WWWWWWWG

SSSSSSSSSSWWWWWWWWWWWWWWWWWWGGGGGGGGG
W
SW
EG

A ABB C
CDD
X28.5'3.0'28.5'60.0'56.0 FS3.0'28.5'60.0'56.5 FS 1.0%55.7 FS;55.5 FLPROPOSED PCC RIBBONGUTTER PER DETAIL SHEET 6PROPOSED 5" PCC PAVEMENTPER GEOTECHNICALRECOMMENDATIONS1.0%56.0 FS1.0%56.2 FS;56.1 FLPROPOSED PCC RIBBONGUTTER PER DETAIL SHEET 6PROPOSED 5" PCC PAVEMENTPER GEOTECHNICALRECOMMENDATIONS1.0%56.5 FS LOBBYFF = 56.8PAD = 56.162.7 TW60.7 [email protected] BWPROPOSED RAISED PLANTERBIOFILTRATION BASIN PERDETAIL SHEET 6 (63.2 TW)57.7 TW@FG(57.7 BW)EXISTING FREE STANDINGWALL TO REMAIN57.6 FL DASHED LINEREPRESENTS APPROX.EXISTING GRADE60.2 TW59.2 [email protected] BWPROPOSED RAISED PLANTERBIOFILTRATION BASIN PERDETAIL SHEET 656.4 FL PLPL 10.2'4.0'10.2'4.0' FENCING PER SEPARATELANDSCAPE PLANS1.7'2.3' 5%5%
5%5%28.5'
XPL10.2'56.7 FS;56.6 FL59.5 FS;59.4 FL 0.9% 1.0%1.0%0.5%

8.8% 56.7 FS;56.6 FL56.8 FS59.6 FS59.8 FS1.0%1.0% STAIRSFF = 58.5PAD = 57.856.8 FSDASHED LINEREPRESENTS APPROX.EXISTING GRADEPROPOSED 5" PCC PAVEMENTPER GEOTECHNICALRECOMMENDATIONSPROPOSED PCC RIBBONGUTTER PER DETAIL SHEET 6PROPOSED PCC RIBBONGUTTER PER DETAIL SHEET 6PROPOSED PCC RIBBONGUTTER PER DETAIL SHEET 6RETAILFF = 59.1PAD = 58.4PROPOSED 4" PCCSIDEWALK PERSDRSD G-7EXISTING CURB ANDGUTTER TO REMAINEXISTING PCCSIDEWALK TO REMAIN8.0'8.0'DEDICATIONEX.PL7.3'8.7'16.0' 58.0 FL5.0%2.0%(2.0%) 215.7' 3.0'90.5'3.0' 10.5'36.2'30.5'3.0'10.5'28.5'PROPOSED 5" PCC PAVEMENTPER GEOTECHNICALRECOMMENDATIONS CARLSBADVILLAGE DR(58.2 TC);(57.7 FL) FENCING PER SEPARATELANDSCAPE PLANS PROPOSED 6" STORM DRAINFOR NUISANCE RUNOFF ONLYCONNECT TO SEWER; 54.3 IE

2.9'7.3'PROPOSED STEM WALLADJACENT TO LANDSCAPEDAREAS(58.1 FG)

56.7 FS;56.6 FLDASHED LINEREPRESENTS APPROX.EXISTING GRADE ALLEY RETAILFF = 56.05PAD = 55.35111.5'3.0'28.5' 80.0'1.0%56.0 FS56.45 FS1.1%1.0%57.0 FSPROPOSED PCC RIBBON GUTTERPER DETAIL SHEET 6PROPOSED 5" PCC PAVEMENTPER GEOTECHNICALRECOMMENDATIONS2.0%PROPOSED 6" PCC C&GPER SDRSD G-2PROPOSED 4" PCCSIDEWALK PER SDRSD G-7

5.0' 19.1'PL16.0'JEFFERSONSTREET
PROPOSED 6" STORM DRAINFOR NUISANCE RUNOFF ONLYCONNECT TO SEWER; 54.4 IE

4.0'EX.PLULT.PLEX. AC PAVEMENTTO REMAINPROP. AC PAVEMENT XPL10.3'FENCING PER SEPARATELANDSCAPE PLANSDASHED LINEREPRESENTS APPROX.EXISTING GRADE4.0'TRASHFF = 60.3PAD = 59.710.3'24.0'PARKING GARAGE WALLPER SEPARATE BUILDINGPLANS PROPOSED RAISED PLANTERBIOFILTRATION BASIN PERDETAIL SHEET 6

62.5 TW60.5 [email protected] BW59.0 FLPROPOSED 5" PCC PAVEMENTPER GEOTECHNICALRECOMMENDATIONS2.0%EX.PL10.3'6.0'PROPOSED 4" PCC PAVEMENTPER GEOTECHRECOMMENDATIONS ALLEY
PROPOSED 5" PCC PAVEMENTPER GEOTECHNICALRECOMMENDATIONS

4.0'ULT.PLEX. AC PAVEMENTTO REMAINPROP. AC PAVEMENT

SOUTHROWCL
(1-2%)
(1-2%)(1-2%)
(1-2%)80.0' (VARIES)8.0'32.0' (VARIES)32.0'24.0'8.0'(VARIES)8.0'24.0'8.0' EX. 24" RCP STORMDRAIN PER DWG 291-2DEX. 6" AC WATER MAIN EX.PLEX. 6" PCC CURB ANDGUTTEREX. 4" PCCSIDEWALKEX. 6" PCCCURBULT.PL7.5'DEDICATION15.5'2%EX. 6" PCC CURBAND GUTTER TOREMAINEX. DECORATIVEPAVERS TO REMAINEX. PCC SIDEWALKTO REMAINPROP. 4" PCC SIDEWALKPER SDRSD G-7EX. 6" PCCCURB PLWESTROWCL(1-2%)
(1-2%)
(1-2%)80.0'10.5'24.0'24.0'9.0' EASTROWEX. 6" PCC CURB ANDGUTTER PER SDRSD G-2EX. 4" PCCSIDEWALK5.5'PROP. 4" PCC SIDEWALKPER SDRSD G-7PROP. 6" PCC CURB ANDGUTTER PER SDRSD G-2PROPOSED ACPAVEMENT SAWCUT2.0%5.0'2.0' EX. 8" VC SEWER MAINPER DWG 118-9EX. 42" INTERCEPTOR SEWERMAIN PER DWG 365-2EX. 8" PVC WATER MAINPER DWG 365-2ABANDONED 6" AC WATERMAIN PER DWG 365-2EX. 2" GAS MAIN

16.0'16.0'24.0'10.0'10.0'CL EX. PCC RIBBONGUTTEREX. AC PAVEMENTTO REMAIN(~1-2%)(~1-2%)ROW 4.0'DEDEX.PLULT.PL HARDING ST.GRAND AVE.

INTERSTATE 5JEFFERSON ST.SITECARLSBAD VILLAGE DR~0.25 MI.

J:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANSRINCON CVD840 CARLSBAD VILLAGE DRIVE6 PLSA 4127-01
CT 2024-0007SDP 2024-0021CDP 2024-0035
PLAN VIEW - KEY MAPSCALE: 1" = 50' SECTION CUT A-ANOT TO SCALE

SECTION CUT B-BNOT TO SCALE

SECTION CUT C-CNOT TO SCALE

SECTION CUT D-DNOT TO SCALE

TYPICAL SECTION - CARLSBAD VILLAGE DRIVENOT TO SCALE
TYPICAL SECTION - JEFFERSON STREETNOT TO SCALE5 TYPICAL SECTION - PUBLIC ALLEYNOT TO SCALE

PLAN VIEW - TRANSPORTATION NETWORK MAPNOT TO SCALE

LEGENDBUS STOPTRAIN STATION
9"3" FREEBOARD;9"
3"
6" PONDINGDEPTH
9" LAYER OF 3/4" CLEANCRUSHED ROCK3" THICK CHOCKERCOURSE OF 3/8" PEAGRAVEL18" THICK LAYER OFENGINEERED SOILMASONRY RETAININGWALL RAISED PLANTER;DESIGN BY OTHERSPLANTER WATERPROOFING PERARCHITECTURAL PLANS;IMPERVIOUS LINER ALONG THESIDES AND BOTTOM OF THE BASINROOF DOWNSPOUT PIPE TOCONVEY STORMWATER TOBMP PLANTERSDEEP ROOTED, DENSE,DROUGHT TOLERANTPLANTING SUITABLE FORWELL-DRAINED SOIL12" X 12" CATCH BASIN BY BROOKSPRODUCTS OR APPROVED EQUALFOR EMERGENCY OVERFLOW 6" PVC OUTLETPIPE (TYP.)6" DIAMETERPERFORATEUNDERDRAIN PIPEPLANTER WATERPROOFINGIMPERVIOUS LINERFS ELEV.PER PLAN TW ELEV. =BMP FG + 9"3" HARDWOODMULCHCLEANOUT /INSPECTION PORT *BIOFILTRATION "ENGINEERED SOIL" LAYERSHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOILMIX WITH NO MORE THAN 5% CLAY CONTENT.THE MIX SHALL CONTAIN 50-60% SAND, 20-30%COMPOST OR HARDWOOD MULCH, AND 20-30%TOPSOIL.

3.0' 1.5' 1.5' 0.1'
VARIES
VARIESPROPOSED PCC PAVEMENT;THICKNESS PER GEOTECHNICALRECCOMENDATIONS PROPOSED 3' WIDE 8" THICK PCCRIBBON GUTTER
SUBGRADE; THICKNESSPER GEOTECHNICALRECOMMENDATIONSFLFL + 0.1' GUTTERLINESAWCUT LINE3.0' MIN2.0' MIN6" PCC CURB & GUTTERPER SDRSD G-2MIN. STRUCTURAL SECTION 4" AC OVER 6" CLASSII AB OVER NATIVE SUBGRADE COMPACTED TO95% REL. COMP; ACTUAL DEPTH TO BEDETERMINED BASED ON FIELD R-VALUE TEST COLD PLAN AND OVERLAY (2" MIN.DEPTH) TO PROVIDE SMOOTHTRANSITIONEXISTING AC PAVEMENT6" 9" x 30" x 12" DEEP TYPE 1SPLASH PAD PER SDC DSGS-5.06 (NO. 2 COARSEAGGREGATE ROCK)R=6"(TYP.) 6" PCC C&G PERSDRSD G-02GUTTER LIP2.5'1.0'1.0'CC
D
D
18" CURB CUT OPENINGCENTERED AT TREE WELLGUTTER LIP4.5' GUTTER DEPRESSION6" PCC C&G PERSDRSD G-02 LIMITS OF 9" X30" TREE GRATESUPPORT PCC CURB &GUTTER (SIZEPER PLAN)PCC CURB &GUTTER (SIZEPER PLAN)BBA A 18" WIDE CURB CUTCENTERED ON TREEWELL (SEE DETAIL D-D)LA SPLASH PADPER GS-5.06LA20' DIAMETER CANOPY STREETTREE WITH 628 CF MINSTRUCTURAL SOIL LIMITS OF 30 MIL PLASTICIMPERMEABLE LINER ALONGSIDES OF STRUCTURAL SOIL6" THICK, 18" DEEPENEDEDGE SIDEWALK TREATMENT,SEE SECTION B-B BELOW TREE WELL GRATE COVER 4' X 8'CONSTRUCT CONTIGUOUSPCC SIDEWALK

4.0' CLEAR MINLIMITS OF STRUCTURAL SOILBELOW (4.0 DEEP X 10' X 20') INSTALL 30 MIL PLASTIC IMPERMEABLELINER WHERE CONCRETE IS POURED OVERENGINEERED SOIL (TYP.)6" PCC C&GPER SDRSD G-2STREET FLOWCOMPACTEDSUBGRADE

10.0' LIMITS OF STRUCTURAL SOIL
ROOT BARRIERPER SDRSD L-630 MIL PLASTICIMPERMEABLE LINER48" DEEP STRUCTURALSOIL; STRUCTURAL PERA-1 STRUCTURAL SOILOR APPROVED EQUALDEEP ROOT TREEBUBBLER PERSDRSD DWG I-4UNCOMPACTED SUBGRADE 3" MIN MULCHLAYER4" OPENING FORDRAINAGE
30 MIL PLASTICIMPERMEABLE LINERSPLASHPAD PER SDC GSDS GS-5.066"8"PCC SIDEWALK PERSDRSD G-74" X 8" SMOOTH DOWELS@ 18" OC, GREASED ONONE END, TYP. ALL SIDESPER SDC GS DS GS-1.00#4 @ 18" O.C. BOTH WAYSPER SDC GS DS GS 1-.00CURB CUT PERDETAIL THISSHEET4' X 8' CASCADE TREE GATE FRAMEBY URBAN ACCESSORIES; INSTALLGRATE PER MANUFACTER'SSPECIFICATIONS 6" SANDFILTER LAYER
ROOT BARRIERPER SDRSD L-69" X 30" TREEGRATE SUPPORT
3"
PL 16.0'
COMPACTEDSUBGRADE0.5'4.0' TREE GRATE FRAME6.0' MIN. REQUIRED COMPACTEDSUBGRADE2.67'
6" PCC C&G PERSDRSD G-2STREET FLOWCOMPACTEDSUBGRADECURB CUT PERDETAIL THISSHEET30 MIL PLASTICIMPERMEABLE LINERAND ROOT BARRIER 9" X 30" PCC TREEGRATE SUPPORT PERSDRSD L-4SPLASH PAD PERGS-5.0612"12" TOP OF 6"PCC C&GTOP OF 6"PCC C&G4.5'
FLOWLINE(PER PLAN)FLOWLINE(PER PLAN)1" GUTTERDEPRESSION @TREE WELL1" VERTICAL GUTTERTRANSITION OVER 1'HORIZONTAL *1.5' CURB CUT OPENING1.0'1.0'7"1"2.5'*REPLACE CURB TONEAREST JOINT 15"TD
8"TP10"TP15" TP12"TP12"TP8"TP60.33 TC59.84 FL

60.43 TC59.97 FL59.95 TC95.55 FL60.59 TC60.08 FL60.70 TC60.19 FL60.38 TC59.88 FL

60.33 TC59.87 FL
59 60
5859
59 58
6060

EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDINGEXISTINGSINGLE STORYBUILDING59.64

59.4459.9159.0159.4759.6158.52

EEEEEEEEXX

SSSSSSSSS

WWWWWWWW

WWWWWWWWWWSSSSSSSSS
C
60 60
6060
ALLEYHARDING STREETGRAND AVENUEPROJECTSITE2PROPOSED ELECTRICALCONDUIT PER SEPARATESDGE WORK ORDEREXISTING PCC CURB ANDGUTTER TO REMAINEXISTING PCC SIDEWALKTO REMAIN

EXISTING PCC DRIVEWAY TOBE REMOVED AND REPLACED
EXISTING PCC RIBBONGUTTER TO REMAIN20.0'10.0'10.0'
EXISTING 3314 HANDHOLE TO REMAINEXISTING FUSECABINET TO REMAIN PROPOSED TRANSFORMERPER SEPARATE SDGE WORKORDER100.0'50.0'50.0'ROWROW ROW1615141312MAP 775BLOCK 56
MAP 775BLOCK 56ROW2120191817CL CL
CL
ROW80.0'40.0'40.0'
S34°01'46"E 275.31'S55°58'13"W 139.95'1 1
EXISTING 10" VC SEWERMAIN PER DWG 118-9EXISTING 6" AC WATERMAIN PER DWG 134-3EXISTING 6" AC WATERMAIN PER DWG 146-8 EXISTING 8" VC SEWERMAIN PER DWG 118-9LIMITS OF PROP. G&O; EXTENDTO STREET STRIPPINGPROPOSED 2" G&O PROPOSED 2" G&O

ROOTBALL

20.0' LIMTS OF STRUCTURAL SOIL
6" SAND FILTERLAYERROOT BARRIERPER SDRSD L-630 MIL PLASTICIMPERMEABLE LINER48" DEEP STRUCTURALSOIL; STRUCTURAL PERA-1 STRUCTURAL SOIL ORAPPROVED EQUALDEEP ROOT TREEBUBBLER PERSDRSD DWG I-4UNCOMPACTED SUBGRADE30 MIL PLASTICIMPERMEABLE LINER8"ROOT BARRIERPER SDRSD L-63" MULCH

9.0'8.0' TREE GRATE FRAME9" X 30" TREEGRATE SUPPORT4" X 8 SMOOTH DOWELS@ 18" OC, GREASED ONONE END, TYP. ALL SIDESPER SDC GS DS GS-1.02#4 @ 18" O.C. BOTH WAYSPER SDC GS DS GS-1.02 4' X 8' CASCADE TREE GATE FRAMEBY URBAN ACCESSORIES; INSTALLGRATE PER MANUFACTER'SSPECIFICATIONS3" COMPACTEDSUBGRADECOMPACTEDSUBGRADE4" PCC SIDEWALK4" PCC SIDEWALK *BIOFILTRATION "ENGINEERED SOIL" LAYERSHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOILMIX WITH NO MORE THAN 5% CLAY CONTENT.THE MIX SHALL CONTAIN 50-60% SAND, 20-30%COMPOST OR HARDWOOD MULCH, AND 20-30%TOPSOIL. 24"6" FREEBOARD;
3"
18" PONDINGDEPTH
6" LAYER OF 3/4" CLEANCRUSHED ROCK3" THICK CHOCKERCOURSE OF 3/8" PEAGRAVEL18" THICK LAYER OFENGINEERED SOILMASONRY RETAININGWALL RAISED PLANTER;DESIGN BY OTHERSPLANTER WATERPROOFING PERARCHITECTURAL PLANS;IMPERVIOUS LINER ALONG THESIDES AND BOTTOM OF THE BASINROOF DOWNSPOUT PIPE TOCONVEY STORMWATER TOBMP PLANTERSDEEP ROOTED, DENSE,DROUGHT TOLERANTPLANTING SUITABLE FORWELL-DRAINED SOIL12" X 12" CATCH BASIN BY BROOKSPRODUCTS OR APPROVED EQUALFOR EMERGENCY OVERFLOW 6" PVC OUTLETPIPE (TYP.)6" DIAMETERPERFORATEUNDERDRAIN PIPEPLANTER WATERPROOFINGIMPERVIOUS LINERFS ELEV.PER PLANTW ELEV. =BMP FG + 24"3" HARDWOODMULCH

CLEANOUT /INSPECTION PORT
J:\ACTIVE JOBS\4127 RINCON-840 CARLSBAD VILLAGE DRIVE\CIVIL\DRAWING\DISCRETIONARY PLANSRINCON CVD840 CARLSBAD VILLAGE DRIVE6 PLSA 4127-01
CT 2024-0007SDP 2024-0021CDP 2024-0035

TYPICAL DETAIL - PCC RIBBON GUTTERNOT TO SCALE

TYPICAL DETAIL - AC PAVEMENT SAWCUTNOT TO SCALE
PLAN VIEW - CURB CUT @ TREE WELL (BMP 13 & 14)NOT TO SCALE

NOT TO SCALENOT TO SCALE
PLAN VIEW - CURB CUT @ TREE WELL SDCGS DS GS-5.01 (BMP 13 & 14)NOT TO SCALE SECTION C-C CURB CUT @ TREE WELL SDC GSDS GS-5.01 (BMP 13 & 14)NOT TO SCALE SECTION D-D CURB CUT @ TREE WELL SDC GSDS GS-5.01 (BMP 13 & 14) SECTION A-A TREE WELL W/ GRATE MODIFIEDSDC GS 1.02 (LARGE TREE WELL - BMP 13 & 14)SECTION B-B TREE WELL W/ GRATE MODIFIEDSDC GS 1.02 (LARGE TREE WELL - BMP 13 & 14)

NOT TO SCALE
6 CONSTRUCTION NOTESEXISTING SURVEY MONUMENT TO BE PROTECTEDIN PLACE. SURVEY MONUMENTS DISTURBED ORDESTROYED SHALL BE REPLACED BY A LICENSEDSURVEYOR AND A CORNER RECORD SHALL BEFILED WITH THE COUNTYPROPOSED TRENCH RESURFACING PER CITY OFCARLSBAD GS-26 AND GS-2812 PLAN VIEW - ELECTRICAL CONDUIT ROUTINGSCALE: 1" = 40'GRAPHIC SCALE: 1" = 40'040'80'120'

TREE WELL BMP MAINTENANCE NOTETREE WELL BMPS TO BE PRIVATELY MAINTAINED BY HOA TYPICAL DETAIL - RAISED PLANTER BMP (BMPS 1, 2, 6, 7 & 8)NOT TO SCALE TYPICAL DETAIL - RAISED PLANTER BMP (BMPS 3, 4 & 5)NOT TO SCALE stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

ARCHITECTURAL SITE PLAN
A101
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
- CONSTRUCTION OF A NEW 5-STORY MIXED-USE BUILDING
INCLUDING:
- (50) CONDOMINIUM UNITS
- GROUND FLOOR LOBBY
- RESIDENTIAL AMENITY SPACES AT LEVELS 2 & 5
- (3) COMMERCIAL SPACES ON GROUND FLOOR.
(TENANT IMPROVEMENT UNDER SEPARATE PERMIT)
- AT-GRADE PARKING
- TOTAL AREA: 111,093 SF
- LEVEL 1 TO BE TYPE IA
- LEVELS 2-5 TO BE TYPE IIIA

SCOPE OF WORK

PROJECT

LOCATION

VICINITY MAP

CARLSBAD

VILLAGE
DR.

GRAND
AVE

JEFFERSON
ST

HARDING
ST
N
0 10' 20' 40'
15'-2"
7'-6"
4'-0"
DED.
8'-0"7'-6"
DED.
7'-6"18'-0"

DRIVEWAY
1'-0"
STBK
2"
STBK
10'-2" 257'-2" 5 7/8"
154'-10" 102'-4"
257'-2"
5 3/4"
15'-6" 32'-0"10'-2"
24'-0" 16'-0"
2'-5 3/8"
133'-4"
2"
14'-0"
72'-10" 60'-6"
2'-5 3/8" 2"
133'-4"
3'-0"
10'-2 1/2"
5'-3 1/4"
4'-0"
4'-0 MIN.

CLR
4'-1"
4'-0" MIN.

CLR.
4'-8"
4'-0" MIN.

CLR.
4'-0"
4'-0 MIN.

CLR

COMPACT

01.02 33.05

21.01 32.03

21.01 01.11

01.11 01.02

21.01 21.01

33.02 33.03

32.03 01.2105.09

21.07 32.04

02.02 32.04

32.2332.23

32.23 33.04

01.03 01.01

01.24 N 34° 01' 46" W 275.31'
N 55° 57' 41" E 69.94'
N 34° 01' 57" W 100.12'
N 55° 57' 51" E 70.00'
N 34° 01' 57" W 175.21'
N 55° 58' 13" E 139.95'
JEFFERSON ST.

CARLSBAD

VILLAGE
DR.

ALLEY

NOT A PART OF LOT

EXISTING SINGLE STORY

NEIGHBOR BUILDING
CL
5 3/4"
STBK
N
10'-2 1/2"
STBK
10'-3 1/4"
STBK
5'-3 1/4"
STBK
4'-11"
5'-0"MAX
STBK

PROPOSED
5-STORY

MIXED-USE BUILDING
RETAIL 3
RETAIL 1
RETAIL 2
LOBBY
8'-0"
6'-0"
MECH. UNIT

SERVICE

CLEARANCES

UNIT CLEARANCE

REQUIREMENTS

GENERAL NOTES

1. PROVIDE BUILDING ADDRESS NUMBERS, VISIBLE AND

LEGIBLE FROM THE STREET OR ROAD FRONTING THE

PROPERTY

2. ALL BUILDINGS AND SITES UNDERGOING CONSTRUCTION,

ALTERATION, OR DEMOLITION SHALL COMPLY WITH THE
REQUIREMENTS OF CHAPTER 33 OF THE CFC.

3. STAIRWAYS EXITING DIRECTLY TO THE EXTERIOR OF A

BUILDING FOUR OR MORE STORIES IN HEIGHT SHALL BE

PROVIDED WITH A MEANS FOR EMERGENCY ENTRY FOR
FIRE DEPARTMENT ACCESS.

4. POST INDICATOR VALVES, FIRE DEPARTMENT

CONNECTIONS, AND ALARM BELL ARE TO BE LOCATED ON
THE ADDRESS/ACCESS SIDE OF THE STRUCTURE.

5. AN APPROVED VEHICLE STROBE DETECTOR SYSTEM, WITH

KNOX KEYSWITCH OVERRIDE, SATISFACTORY TO THE FIRE

MARSHAL SHALL BE PROVIDED ON ALL VEHICLE MAIN
ENTRY AND EMERGENCY ENTRY POINTS TO THE PROJECT.

6. NEW BUILDINGS FOUR OR MORE STORIES ABOVE GRADE

PLANE, EXCEPT THOSE WITH A ROOF SLOPE GREATER
THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL

SHALL BE PROVIDED A STAIRWAY TO THE ROOF PER CFC
504.3.

7. CONSTRUCTION DOCUMENTS APPROVED BY THE FIRE

CODE OFFICIAL ARE APPROVED WITH THE INTENT THAT

SUCH CONSTRUCTION DOCUMENTS COMPLY IN ALL
RESPECTS WITH THE CFC. REVIEW AND APPROVAL BY THE

FIRE CODE OFFICIAL SHALL NOT RELIEVE THE APPLICANT

OF THE RESPONSIBILITY OF COMPLIANCE WITH THIS CODE
PER CFC 105.4.4

8. ALL BUILDINGS AND STRUCTURES WITH ONE OR MORE

PASSENGER SERVICE ELEVATORS SHALL BE PROVIDED

WITH NOT LESS THAN ONE MEDICAL EMERGENCY

SERVICE ELEVATOR TO ALL LANDINGS MEETING THE
PROVISIONS OF CBC SECTION 3002.4A.

9. VEGETATION SHALL BE SELECTED AND MAINTAINED IN

SUCH A MANNER AS TO ALLOW IMMEDIATE ACCESS TO

ALL HYDRANTS, VALVES, FIRE DEPARTMENT

CONNECTIONS, PULL STATIONS, EXTINGUISHERS,

SPINKLER RISERS, ALARM CONTROL PANELS, RESCUE

WINDOWS, AND OTHER DEVICES OR AREAS USED FOR
FIREFIGHTING PURPOSES. VEGETATION OR BUILDING

FEATURES SHALL NOT OBSTRUCT ADDRESS NUMBERS OR

INHIBIT THE FUNCTIONING OF ALARM BELLS, HORNS OR
STROBES.

SITE PLAN LEGEND

PROPOSED BUILDING FOOTPRINT
HARDSCAPE: CONCRETE

LANDSCAPE

SECOND FLOOR
DEVELOPMENT SUMMARY 07

PROJECT INFORMATION
ADDRESS: SITE GROSS AREA .72 AC 31,513 SF

CARLSBAD, CA
SITE AREA NET .69 AC 29,924 SF
OWNER
A.P.N. 203-354-15
PARCEL 1

PROJECT NAME

APPLICATION TYPES
PARCEL 2

PROJECT NOTES

DEVELOPMENT REGULATIONS

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

COMMUNITY PLAN V-B (VILLAGE BARRIO)
PROPOSED BUILDING 87%
OVERLAY ZONES: COASTAL ZONE COVERAGE
MASTER PLAN: OCCUPANCY TYPES:

S-2 - STORAGE
EXISTING LAND USE: COMMERCIAL
PROPOSED LAND USE: CONSTRUCTION TYPE:

SIDE STREET N/A
S-1 - STORAGE
LEVEL 1 - TYPE IA
LEVELS 2-5 - TYPE IIIA

MIXED-USE
(RESIDENTIAL / COMMERCIAL)

M - MERCANTILE
A-3 - ASSEMBLY

LEGAL DESCRIPTION
THE EAST HALF OF LOTS 1 TO 4
INCLUSIVE, IN BLOCK 56 OF
CARLSBAD, ACCORDING TO MAP NO.775
(949) 637-3254

RINCON CVD
R-2 - RESIDENTIAL
COASTAL DEVELOPMENT PERMIT (CDP) CARLSBAD, ACCORDING TO MAP NO.775

VILLAGE AND BARRIO MASTER PLAN
(VBMP), VILLAGE CENTER (VC) DISTRICT
27, 329 SF / 31,513 SF = .87

PRIVATELY FUNDED PROJECT
6/2/2026 840 CARLSBAD VILLAGE DRIVE
840 CARLSBAD VILLAGE DRIVE

TENTATIVE MAP (CT)
840 CVD LLC
LOTS 5 TO 11 INCLUSIVE, IN BLOCK 56 OF SITE DEVELOPMENT PLAN (SDP) 5315 AVENIDA ENCINCAS SUITE 200
CARLSBAD, CA 92008

AFFORDABLE HOUSING PROJECT

01.01 01.02

01.03 01.11

01.21 01.24

02.02 05.09

21.01 21.07

32.03 32.04

32.23 33.02

33.03 33.04

33.05 PROPERTY LINE

DEDICATION

PROPERTY LINE AFTER DEDICATION

LINE OF WALL / FLOOR ABOVE

VISIBILITY CLEAR ZONE

POINT OF REFERENCE BETWEEN BUILDING AND

PROPERTY LINE

EXISTING RETAINING WALL TO REMAIN

GARAGE GATE TO REMAIN UNLOCKED AND OPEN

DURIN NORMAL BUSINESS HOURS
KNOX BOX: FIRE DEPARTMENT ACCESS

PROPOSED FIRE HYDRANT
BIO FILTER PLANTER/BMP AREA: REF. CIVIL

DRAWINGS & LANDSCAPE DWGS

SITE / SECURITY FENCE PER LANDSCAPE DWGS

SERVICE AND DELIVERY LOCATION AREA FOR RETAIL
SPACE
FIRE BACKFLOW PREVENTER: REF. CIVIL DWGS
DOMESTIC WATER BACKFLOW PREVENTER: REF.

CIVIL DWGS
IRRIGATION BACKFLOW PREVENTER: REF. CIVIL
DWGS

TRANSFORMER
SCALE: 1" = 20'1 ARCHITECTURAL SITE PLAN
SCALE: 1/8" = 1'-0"2 MECH. UNIT DIAGRAM

KEYNOTES

PROJECT INFORMATION
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

FIRE ACCESS PLAN
A102
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
LEVEL 2
BMP
300'
300'

PROJECT

LOCATION
EX. FIRE

HYDRANT
300'
300'
188' 300'

PROPOSED

FIRE HYDRANT
EX. FIRE

HYDRANT
FIRE HYD. VICINITY MAP
JEFFERSON ST.

CARLSBAD VILLAGE
DRIVE
GRAND
AVE
HARDING ST.

ALLEY

FIRE NOTES

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 CARLSBAD FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.

COMPLETE PLANS AND SPECIFICATIONS FOR FIRE

ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF

CARLSBAD 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. UP
UP
UP
UP
UP
UP
UP
4'-8"
5'-0"
4'-1"
4'-0"

SECURITY
FENCE

PROPERTY
LINE
BMP

PLANTER

PER CIVIL

PROPOSED

TRANSFORMER
JEFFERSON ST.

CARLSBAD

VILLAGE
DR.

ALLEY
CL

PROPOSED FIRE HYDRANT
FIRE TRUCK, 20' FORM BUILDING

FDC & FIRE RISER ROOM

AT GROUND FLOOR
FIRE TRUCK, 15' FROM BUILDING
<150' HOSE PULL

FIRE HYDRANT ON
GRAND AVE. REFER
TO FIRE HYD.

VICINITY MAP
188'

FIRE HYDRANT ON
GRAND AVE. REFER
TO FIRE HYD.

VICINITY MAP
300'
<150' HOSE PULL
FIRE TRUCK, 20'

FROM CURB

FIRE HYDRANT ON
HARDING ST. REFER TO
FIRE HYD. VICINITY MAP
<150' HOSE PULL
<150' HOSE PULL

FIRE HYDRANT ON
HARDING ST. REFER TO
FIRE HYD. VICINITY MAP
300'
300'

BUILDING WALL BELOW

ON GROUND FLOOR
<150' HOSE PULL
FIRE TRUCK, 10' FROM CURB
FIRE TRUCK, 15' FROM BUILDING
FIRE
PUMP
ROOM

PROPOSED
5-STORY

MIXED-USE BUILDING
LOBBY
SCALE: 1" = 10'1 FIRE ACCESS PLAN
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet
1ST FLOOR PLAN
A201
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

01.01 01.03

01.11 01.21

03.07 03.10

05.03 05.04

05.06 05.09

05.17 07.08

PROPERTY LINE

PROPERTY LINE AFTER DEDICATION

LINE OF WALL / FLOOR ABOVE

VISIBILITY CLEAR ZONE
CONCRETE COLUMN: REF. STRUCUTRAL DWGS

CONCRETE BEAM PER STRUCTURAL

METAL GATE IN SCREEN SYSTEM
METAL SCREEN: HEIGHT & FINISH PER ELEVATIONS

HANDRAIL

GARAGE GATE TO REMAIN UNLOCKED AND OPEN

DURIN NORMAL BUSINESS HOURS
4" SQ. HSS POST
DRAIN: REF. PLUMBING DWGS

07.23 10.01

10.05 11.11

11.12 12.01

14.01 21.01

21.02 21.04

21.05 23.03
PARKING AREA DRAIN. REFER TO CIVIL DWGS
MAILBOXES: OPERABLE PARTS OF MAILBOXES TO BE
48" A.F.F. MAX. PER CBC 1138A.3, ADA & USPS
REGULATIONS. REFER TO DETAIL 14/A895
30" x 48" CLEARSPACE

PARCEL STORAGE LOCKER PER OWNER

TELEPHONE ENTRY SYSTEM ACCESS CONTROL

BIKE RACKS
TRASH CHUTE. "CHUTE INTERNATION" MFR. OR EQ.

KNOX BOX: FIRE DEPARTMENT ACCESS

FIRE EXTINGUISHER
HUB DRAIN: REF. FIRE SPRINKLER DRAWINGS
FDC AND CHECK VALVE: REF. FIRE SPRINKLER DWGS
WALL MOUNTED MECHANICAL EQUIPMENT; SEE
DETAIL 2 FOR CLEARANCES

26.02 32.03

32.04 32.06

32.07 32.08

32.09 32.10

32.11 32.16

32.21 32.22
MAIN SWITCHBOARD AND ELECTRICAL METERS: REF.

ELECTRICAL DWGS
BIO FILTER PLANTER/BMP AREA: REF. CIVIL DRAWINGS
& LANDSCAPE DWGS

SITE / SECURITY FENCE PER LANDSCAPE DWGS
4" PARKING STRIPING, ACCESSIBLE, BLUE

ACCESSIBLE LOADING AISLE
ACCESSIBLE PARKING SPACE: REF. DETAIL 15/A898
ACCESSIBLE VAN PARKING SPACE: REF. DETAIL 15/
A898
INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA): REF.

DETAIL 12/A898
WHEELSTOP: REF. DETAIL 14/A898
ELECTRIC VEHICLE CHARGING STATION. REFER TO 14/
A895 FOR ACCESSIBLE HEIGHT MOUNTING

REQUIREMENTS

BOLLARD

DESIGNATED ADA & EVCS COMPLIMENT COMMERCIAL-
GUEST STALL. NOT EXEMPT BY AB 2097

32.24 33.07
36" DETECTABLE WARNING SURFACE: RE. DETAIL 15/
A895

SDG&E PULLING EYE MOUNTED ON UNDERSIDE OF
SLAB ABOVE. REFER TO SDG&E EXHIBIT SG016.1 &
SG016.2 FOR STRUCTURAL CAPACITY

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

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

WOOD STUD
NON-RATED 2X6 STANDARD WOOD WALL
NON-RATED 2X4 STANDARD WOOD WALL

SOFFIT / FLOOR ABOVE
*REFER TO WALL TAG ON PLANS & WALL TAG LEGEND
FOR WALL ASSEMBLY DETAIL REFERENCE*
UP
UP
UP
UP
UP
UP
UP
A
A
B
B
E
E
F
F
G
G
K
K
L
L
N
N
M
M
P
P
1 1
2 2
4 4
6 6
7 7
10 10
12 12
5 5
8 8
D
D
11 11
1 A301
1 A303
2 A303
2 A301
133'-4"
257'-2"
5'-0" 12'-8"
2'-8"
48'-0" 6'-8" 48'-0" 6'-8" 24'-0" 16'-8" 12'-0" 10'-0"
257'-2"
154'-10"
10"
101'-6"
133'-4"
72'-10"
10"
59'-8"
9'-0" 8'-0" 9'-0"8'-0" 9'-0" 8'-0" 9'-0"
8'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0"
5'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
5'-0"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
8'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0"
5'-0"
8'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0"
9'-0" 9'-0"
9'-6"
6'-0"
9'-0" 8'-0" 8'-0" 9'-0"
6'-0"
1'-6" 5'-0" 9'-0" 9'-0" 9'-0"
18'-0"24'-0"

DRIVE AISLE
10'-8"61'-8" 14'-10" 67'-8"
18'-0"
20'-8" 4'-8" 4'-8" 28'-0" 6'-8" 24'-0" 27'-4" 14'-6"
2'-0"
2'-8"
3'-4"
2'-8"
11'-0"
2'-8"
3'-4"
2'-8"
11'-0"
2'-8"
3'-4"
2'-8"
11'-0"
2'-8"
3'-6" 9'-0"
2'-4" 2'-8"
11'-0"
2'-8"
3'-4"
2'-8"
11'-0"
2'-8"
3'-4"
2'-8"
3'-4"
2'-8"
11'-0"
2'-8"
3'-4"
2'-8"
9'-1/2" 8'-5" 8'-6" 12'-6" 9'-6"2'-5" 21'-5 1/2"
9'-6" 18'-0"6'-0"
5'-0"
5'-0" 6'-4"
8"
6'-0"1'-6"
1'-4"
1'-6" 4'-8" 7'-0"
20'-4" 13'-9" 27'-6" 16'-3"
17'-0" 24'-0"

DRIVE AISLE
18'-8"
3'-8" 4'-4" 32'-0" 6'-8" 14'-0"
6"
16'-8"
6'-0" 4'-6" 3'-4" 4'-4"18'-8"
25'-4" 39'-4"36'-10"
9'-2"18'-4" 11'-10"
8'-2" 6'-8" 3'-6" 4'-10" 7'-0"
10"
TYP.
1'-0"
3'-10" 1'-6"
1'-4"
1'-6" 4'-4" 4'-0" 5'-6"
1'-6"
5'-0" 11'-0" 7'-0" 3'-8" 1'-6"
1'-4"
1'-6"
2'-1"
8'-3" 27'-0" 8'-0"
2'-2"
5'-0" 48'-6" 7'-0"
1'-0"
1'-4"
13'-9"20'-4" 27'-6" 28'-3" 24'-0" 18'-8"
10"
18'-8" 25'-10" 16'-2" 32'-6" 19'-0" 24'-0" 18'-8" 37'-6" 24'-0" 40'-0" 10" 12'-0" 12'-0" 18'-0" 16'-0" 6'-0"
1'-2"

COMPACTCOMPACT

COMPACT COMPACT

COMPACT

COMPACTCOMPACTCOMPACT

COMPACT COMPACT

56.05 FF

56.60 FF

59.10 FF

57.60 FF

59.70 FF

01.01 01.11

01.11 21.05

32.03 05.09

10.01 23.03

23.03 01.03

23.03 2% MAX
SLOPE
1:12 MAX.

SLOPE
1:12 MAX.

SLOPE

60.30 FF

58.50 FF

56.80 FF

59.70 FF

56.80 FF

03.10 05.04

05.03 05.04

05.03 32.04

32.03 26.02

05.04 03.07

32.16 32.16

07.08 07.08

07.2307.23

05.06 56.95 FF

01.21 01.03

01.11 32.0332.03

12.01 14.01

21.01 07.08

21.02 21.02

21.02 05.06

32.04 11.11

11.12 32.06

32.07 32.09

32.08 32.10

32.21 32.16

32.16 05.1705.17

32.11 32.22

32.1632.24

32.06 32.16

32.16 32.22

10.05 21.04

21.04 21.04

01.11 33.07
29 28
14 21
1 2 3 4 5 6 7 8 9 10 11 1312
15 16
17 18
19 2022
23 24
25 26
2730
31 32
33 34
35 363738
39 40
41 42
43 44
48 47
46 45
49 NOT A PART OF LOT

EXISTING SINGLE STORY

NEIGHBOR BUILDING
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
50 1
A403
1 A403
1 A401
1 A401
2 A401
2 A401
3 A401
3 A401
2 A402
2 A402
1 A402
1 A402
1 A302
2 A302
N
0 4' 8' 16'
5'-0"
18'-0"24'-0"

DRIVE AISLE
18'-0" 18'-0"24'-0"
DRIVE AISLE 2'-6" 8'-0" 9'-6"
7 1/2"
15'-6"
69'-6" 10'-2" 4'-8" 27'-10"
3'-0" 18'-0" 24'-0"20'-4" 48'-6" 18'-8"
32 BIKES
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV

READYVAN ADA EV
READY
EV
READY

EVCSEVCS

VAN ADA
EVCS

VAN ADA
EVCS
EVCS
EV
READY
EV
READY
EV
READY
T
R
T
R
T
R
TRASH
4 CY
COMP.
4 CY
TRASH
4 CY
REC
4 CY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY
EV
READY

STANDARD
ADA
EVCS
EVCS
EVCS
50 PARKING STALLS
(2) VAN ACCESSIBLE EVCS
(1) VAN ACCESSIBLE
(1) STANDARD ACCESSIBLE EVCS
5 ELECTRIC VEHICLE CHARGING STATIONS (EVCS)
27 EV READY
12 COMPACT
NO

PARKING
NO

PARKING
LOBBY
RETAIL 3
STAIR
1 STAIR 2

ELECTRICAL
ROOM
E1 E2

BIKE ROOM
DOM. PUMP
ROOM
TRASH
ROOM
STAIR 3
RETAIL 1
FIRE
PUMP
ROOM

PARKING
RETAIL 2
PARCEL
ROOM
MPOE
SCALE: 1/8" = 1'-0"1 1ST FLOOR PLAN
A302
A301
2 KEYNOTES
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet
2ND FLOOR PLAN
A202
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

01.01 01.03

01.11 03.04

03.05 05.16

05.18 07.04

07.08 07.09

10.18 14.01

PROPERTY LINE

PROPERTY LINE AFTER DEDICATION

LINE OF WALL / FLOOR ABOVE
CONCRETE SLAB (DEPRESSED): W/ 2" MIN. TOPPING
SLAB (CON DEK ICC ESR-2097): SLOPE 1.5-2% TO
DRAIN OR EXTERIOR PER PLAN, REF. STRUCTURAL
DWGS
CONCRETE SLAB (DEPRESSED): W/ ELASTOMERIC
DECK FINISH (CON DEK ICC ESR-2097) : SLOPE 1.5-2%
TO DRAIN OR EXTERIOR PER PLAN, REF. STRUCTURAL
DWGS
EXTERIOR GUARDRAIL: 42" MIN. ABOVE ADJACENT

FINISHED FLOOR

HSS POST PER STRUCTURAL
DRAINAGE VALLEY/CRICKET: SLOPE TO DRAIN
DRAIN: REF. PLUMBING DWGS
OVERFLOW DRAIN: SET 2" ABOVE DRAIN ELEVATION,
REF. PLUMBING DWGS
ACCESSIBLE STORAGE UNIT PER CBC 1127A
TRASH CHUTE. "CHUTE INTERNATION" MFR. OR EQ.

21.02 21.03

21.08 32.03

FIRE EXTINGUISHER
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS

HORIZONTAL FIRE EXIT
BIO FILTER PLANTER/BMP AREA: REF. CIVIL DRAWINGS
& LANDSCAPE DWGS
DN
DN
DN
A
A
E
E
F
F
L
L
P
P
1 1
2 2
7 7
12 12
5 5
H
H
C
C
3 3
9 9
O
O
UP
UP
UP
REF
REF
REF
REF

REF REF
REF
REF
REF
REF
REF
REF
0 4' 8' 16'
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
1 A301
1 A303
2 A303
2 A301
1 A403
1 A403
1 A401
1 A401
2 A401
2 A401
3 A401
3 A401
2 A402
2 A402
258'-0"
10"
54'-8"
MODULE
36'-3"
MODULE
45'-11" 18'-10" 45'-11"
MODULE
31'-7"
MODULE
10"
23'-2"
135'-6"
10"
33'-7"
MODULE
57'-8"
MODULE
10'-8" 31'-11"
MODULE
10"
135'-6"
80'-0"
10"
33'-7"
MODULE
45'-7"
MODULE
156'-6" 101'-6"
104'-10"
26'-11" 45'-6"
MODULE
31'-7"
MODULE
10"
10"
77'-5"
MODULE
77'-5"
MODULE
10"
18'-7" 27'-10"
MODULE
27'-9"
MODULE
21'-10" 6'-2" 5'-6" 12'-0" 5'-6" 10'-10" 5'-8"
6'-10" 7'-0" 13'-4" 10'-2" 10'-0"
14'-6" 6'-4"
1'-6"
1'-4"
1'-6"
5'-10"
1'-6"
1'-4" 7'-0" 9'-8" 4'-2" 1'-4"
1'-6"
9'-8" 7'-0" 9'-8" 4'-2" 1'-4"
1'-6"
8'-4" 11'-6" 1'-6"
1'-4"
7'-10" 1'-6"7'-0" 7'-0"
1'-6"
6'-8" 7'-0" 1'-8" 1'-6"
1'-4"
1'-10"
5'-2"
3'-0" 16'-10" 45'-5"
MODULE
39'-7"
1'-0"
18'-8" 5'-6" 10" 14'-0"7'-0" 14'-8"
3'-0" 2'-10"
10"10" 9'-6" 1'-6"
1'-4"
1'-2" 5'-0" 7'-0" 3'-8" 1'-6"
1'-4"
1'-6" 5'-0" 3'-8" 6'-8"
17'-6"
1'-6"
1'-4"
1'-6"
6'-0" 7'-0" 15'-4" 29'-10"
17'-6" 1'-6"
1'-4"
1'-6" 6'-6" 9'-4" 12'-8" 3'-2" 22'-6" 6'-8" 6'-8" 6'-8" 7'-0" 7'-0" 5'-0" 1'-6" 1'-4"
3'-0" 10'-4" 1'-6"
1'-4"
1'-6"
2'-6"
8'-8" 15'-4" 5'-0" 3'-8" 4'-6" 12'-8"
1'-6"
1'-4"
1'-6"
15'-4" 7'-6" 8'-4" 10'-0"7'-0"
6'-4" 4'-0" 8'-8"
80'-0"
10"
54'-8"
MODULE
3'-2"
10"
4'-10"
1'-6"
1'-4"
1'-6"
4'-4" 5'-0" 11'-0" 7'-0" 3'-8"
1'-6"
1'-4"
1'-6"
10'-2"
4'-6" 15'-0" 8'-6" 1'-6"
1'-4"
1'-6"
6'-0"
10"
7'-2"
1'-6"
1'-4" 11'-0"
1'-6"
1'-4" 8'-2"
1'-6" 1'-6"
5'-4"
1'-6"1'-6" 1'-6"
1'-4" 1'-4"
1'-6"
11'-8"
12'-4"
10"
14'-0"
34'-6"
MODULE
6'-0" 5'-6" 5'-2"
7'-2" 7'-6"
5'-10" 5'-0"
1'-8"
5'-10" 6'-2"
258'-0"
9'-8"
1'-6"
1'-4"
1'-6"
7'-0" 6'-0"4'-8"
5'-6" 5'-2"

PRIVATE
PATIO
1/A601
202
2/A601
203
1/A602
204
1/A602
205
1/A603
207
6/A603
208
4/A603
209
1/A605
213
2/A604
206
1/A606
212
2/A607
211
3/A607
210
5/A706
201

32.03 32.03

21.08 32.03

03.04 03.05

01.11 05.16

01.01 05.16

05.16 03.05

01.1105.1601.11

03.05 05.16

03.05 01.03

05.16 03.05 05.16

14.01 03.05

07.09 07.09

01.11 21.02

07.09 07.09

03.04 07.08

07.04 21.02

07.08 07.04

21.03 21.03

21.03 21.02

05.18 05.18

10.18 CL
CL
CL
CL
CL CL
CL
CL

CLCL CL CL
CL
CL
CL
1 A402
1 A402
1 A302
2 A302
I
I
J
J
N
MW
DW
MW
DW
WS
TR
WS
TR
PBB BB
MW
DW

P BBBBMW
DW
P
MW
P
MW
BBBB
MW
DW
DW
P
BBBB
MW
DW
DW

BB BBMW
P
P
MW
DW TR
WS
DW TR
WS
TR
TR
TR
TR
TR
WS
TR
P
DW
BBBBMW
TR
P
BF
BF
PBB BB
MW
DW TR
12'-4"
1'-6"
1'-4"
1'-6"
10'-6" 5'-8"10'-2" 4'-4" 18'-0" 6'-5" 5'-2" 6'-3" 6'-0" 31'-10"
MODULE
10"
15'-2" 6'-8"
1'-6"
1'-4" 8'-0"
MAINT.

TC ROOM

COURTYARD
E1 E2
A1
A1.1
A2 A2
B1B1.3
B1.2
B3
B2.1
C1
C2.1 C3

CLUB ROOM
IDF
STO.

STO. STO.

STO.

STO. STO.

STO.

STAIR 2
STAIR 1
STAIR 3
STO.

STO.

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

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

WOOD STUD
NON-RATED 2X6 STANDARD WOOD WALL
NON-RATED 2X4 STANDARD WOOD WALL

SOFFIT / FLOOR ABOVE
*REFER TO WALL TAG ON PLANS & WALL TAG LEGEND
FOR WALL ASSEMBLY DETAIL REFERENCE*
SCALE: 1/8" = 1'-0"1 2ND FLOOR PLAN
A302
A301
2 KEYNOTES
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet
3RD FLOOR PLAN
A203
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

01.01 01.03

01.11 05.16

05.18 06.02

06.03 06.30

10.18 14.01

21.02 21.03

PROPERTY LINE

PROPERTY LINE AFTER DEDICATION

LINE OF WALL / FLOOR ABOVE
EXTERIOR GUARDRAIL: 42" MIN. ABOVE ADJACENT

FINISHED FLOOR

HSS POST PER STRUCTURAL
CORRIDOR / DECK FRAMING: REFER TO STRUCTURAL
DWGS. W/ 2" MIN. TOPPING SLAB OVER OVERFRAMING
(PLI-DECK HD-250 ICC ESR-2097), SLOPE 1.5-2% TO

DRAIN OR EXTERIOR PER PLAN
BALCONY FRAMING: REFER TO STRUCTURAL DWGS.

W/ ELASTOMERIC DECK COATING (PLI-DEK ICC
ESR-2097)OVER OVERFRAMING, SLOPE 1.5-2% TO

DRAIN OR EXTERIOR PER PLAN

WOOD POST PER STRUCTURAL
ACCESSIBLE STORAGE UNIT PER CBC 1127A
TRASH CHUTE. "CHUTE INTERNATION" MFR. OR EQ.

FIRE EXTINGUISHER
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS

21.08 HORIZONTAL FIRE EXIT

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

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

WOOD STUD
NON-RATED 2X6 STANDARD WOOD WALL
NON-RATED 2X4 STANDARD WOOD WALL

SOFFIT / FLOOR ABOVE
*REFER TO WALL TAG ON PLANS & WALL TAG LEGEND
FOR WALL ASSEMBLY DETAIL REFERENCE*
A
A
E
E
F
F
L
L
P
P
1 1
2 2
7 7
12 12
5 5
H
H
C
C
3 3
9 9
O
O
DN
DN
DN
UP
UP
UP
REF
REF
REF
REF
REF
REF
REFREF
REF
REF
REF
REF
REF
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
0 4' 8' 16'
W/D
W/D
W/D
W/D
1 A301
1 A303
2 A303
2 A301
1 A403
1 A403
1 A401
1 A401
2 A401
2 A401
3 A401
3 A401
2 A402
2 A402
1 A402
1 A402
1 A302
2 A302
258'-0"
10"
54'-8"
MODULE
23'-2" 36'-3"
MODULE
45'-11"
MODULE
18'-10" 45'-11"
MODULE
31'-7"
MODULE
10"
135'-6"
80'-0"
156'-6" 101'-6"
77'-5"
MODULE
10"
77'-5"
MODULE
10"
135'-6"
10"
33'-7"
MODULE
57'-8"
MODULE
10'-8" 31'-11"
MODULE
10"
21'-10" 6'-2" 5'-6" 12'-0" 5'-6" 10'-10" 5'-8"
6'-4" 10'-6"
29'-2" 6'-0"
7'-0" 7'-0" 1'-6" 7'-0"
1'-4"
7'-0" 1'-8" 1'-6"14'-6" 6'-4" 1'-6"
1'-4"
1'-6" 5'-10" 1'-6"
1'-4"
6'-8" 9'-8" 4'-2" 1'-6" 9'-8" 7'-0" 9'-8" 4'-2"
1'-4"
1'-6" 8'-4" 11'-6" 1'-6"
1'-4"
7'-10" 1'-6"
1'-4"
5'-2"
1'-10"
1'-6" 10'-4"17'-6" 1'-6"
1'-4"
1'-6" 6'-6" 9'-4" 12'-8" 3'-2" 22'-6" 6'-8" 6'-8" 6'-8" 7'-0" 7'-0" 5'-0" 1'-4"
3'-0" 1'-6"
1'-4"
1'-6"
3'-0"10" 9'-6" 1'-6"
1'-4"
1'-6" 4'-8" 7'-0" 3'-8" 1'-6"
1'-4"
1'-6" 5'-0" 3'-8" 6'-8"
2'-10"
10" 6'-4" 8'-8"4'-0"
10"
45'-6"
MODULE
33'-7"
MODULE
17'-6"
1'-6"
1'-4"
1'-6"
6'-0" 15'-4" 29'-10"7'-0"
79'-2"
10"
54'-8"
MODULE
10"
1'-6"
1'-4"
1'-6"
1'-4"
1'-6"
6'-0"
1'-6"
4'-8" 7'-0" 6'-8" 1'-6"
1'-4"
1'-6" 11'-8" 7'-4"
104'-10"
26'-11" 45'-6"
MODULE
31'-7"
MODULE
10"
11'-2" 15'-4" 5'-0" 15'-4"3'-8"
1'-6"
1'-4"
1'-8"
12'-8" 4'-4"
1'-6"
1'-4"
1'-6"
8'-8" 1'-6"
1'-4"
7'-0" 10'-0"
15'-2" 6'-8"
1'-6"
1'-4" 8'-0"
41'-6" 31'-10"
MODULE
10"
28'-0"
27'-10"
MODULE
27'-9"
MODULE
1'-0"
1'-6"
1'-4"
1'-6" 22'-6"
4'-6"
6'-6" 61'-0"
5'-6" 5'-2"
34'-6"
MODULE
6'-0" 5'-6" 5'-2"
18'-8" 7'-0" 14'-8" 6'-0"
6'-0" 7'-2" 1'-6"
1'-4"
1'-6" 11'-0" 1'-6"
1'-4"
1'-6" 8'-2" 1'-6"
1'-4"
1'-6" 5'-4" 1'-6"
1'-4"
1'-6"10" 11'-8"
7'-2" 7'-6"
9'-8" 8'-6" 10'-0" 1'-6"
1'-4"
1'-6"
258'-0"
5'-10" 6'-2"
14'-4" 10'-2" 10'-0"6'-10" 6'-0"
5'-10" 5'-0"
20'-0"
10"
9'-4"
6'-10" 10'-0" 45'-5"
MODULE
39'-7"3'-0"
1'-8"
10"
6"
1/A601
302
2/A601
303
1/A602
304
1/A602
305
1/A601
301
1/A603
307
2,4/A603
308
4/A603
309
1/A605
313
1/A604
306
1/A606
312
3/A607
310
2/A607
311

21.08 05.16

01.01 05.16

05.16 05.16

05.16 01.03

05.16 05.16

14.01 21.02

21.02 01.11

21.03 21.03

21.03 21.02

06.03 06.03

06.02 05.18

05.18 10.18
CL
CL
CL
CL
CL
CL CL
CL

CLCLCLCL
CL
CL CL
I
I
J
J
MW
DW
MW
DW
MW
DW
WS
TR
WS
TR
WS
TR
PBB BB
MW
DW
PBB BB
MW
DW

P BBBBMW
DW
P
MW
P
MW
BBBB
MW
DW
DW
P
BBBB
MW
DW
DW

BB BBMW
P
P
MW
N
DW TR
WS
DW TR
WS
TR
TR
TR
TR
TR
TR
WS
TR
P
P
DW
BBBBMW
TR
P
BF
BF
12'-4"
1'-6"
2'-10" 10'-6" 5'-8"10'-2" 4'-4" 18'-0" 6'-5" 5'-2" 6'-3" 6'-0"

06.30IDF
STO.

MAINT.

STO.

STO. STO.

STO.

TC ROOM
OPEN
A1
A1.1
A2 A2
A1
B1B1.1
B1.2
B3
B2
C1
C3C2.1
E1 E2
STO. STO.

STO.

STAIR 2
STAIR 1
STAIR 3
SCALE: 1/8" = 1'-0"1 3RD FLOOR PLAN
A302
A301
2 KEYNOTES
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet
4TH FLOOR PLAN
A204
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

01.01 01.03

01.11 05.16

05.18 06.02

06.03 06.30

10.18 14.01

21.02 21.03

PROPERTY LINE

PROPERTY LINE AFTER DEDICATION

LINE OF WALL / FLOOR ABOVE
EXTERIOR GUARDRAIL: 42" MIN. ABOVE ADJACENT

FINISHED FLOOR

HSS POST PER STRUCTURAL
CORRIDOR / DECK FRAMING: REFER TO STRUCTURAL
DWGS. W/ 2" MIN. TOPPING SLAB OVER OVERFRAMING
(PLI-DECK HD-250 ICC ESR-2097), SLOPE 1.5-2% TO

DRAIN OR EXTERIOR PER PLAN
BALCONY FRAMING: REFER TO STRUCTURAL DWGS.

W/ ELASTOMERIC DECK COATING (PLI-DEK ICC
ESR-2097)OVER OVERFRAMING, SLOPE 1.5-2% TO

DRAIN OR EXTERIOR PER PLAN

WOOD POST PER STRUCTURAL
ACCESSIBLE STORAGE UNIT PER CBC 1127A
TRASH CHUTE. "CHUTE INTERNATION" MFR. OR EQ.

FIRE EXTINGUISHER
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS

21.08 HORIZONTAL FIRE EXIT

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

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

WOOD STUD
NON-RATED 2X6 STANDARD WOOD WALL
NON-RATED 2X4 STANDARD WOOD WALL

SOFFIT / FLOOR ABOVE
*REFER TO WALL TAG ON PLANS & WALL TAG LEGEND
FOR WALL ASSEMBLY DETAIL REFERENCE*
A
A
E
E
F
F
L
L
P
P
1 1
2 2
7 7
12 12
5 5
H
H
C
C
3 3
9 9
O
O
DN
DN
DN
UP
UP
UP
REF
REF
REF
REF
REF
REF

REF REF
REF
REF
REF
REF
REF
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
0 4' 8' 16'
W/D
W/D
1 A301
1 A303
2 A303
2 A301
1 A403
1 A403
1 A401
1 A401
2 A401
2 A401
3 A401
3 A401
2 A402
2 A402
1 A402
1 A402
1 A302
2 A302
258'-0"
10"
54'-8"
MODULE
23'-2" 36'-3"
MODULE
45'-11"
MODULE
18'-10" 45'-11"
MODULE
31'-7"
MODULE
10"
3'-0" 1'-6"
1'-4"
1'-6" 10'-0" 5'-0" 1'-6"
1'-4"
1'-6" 6'-4" 4'-4" 5'-0" 3'-8" 6'-8"
2'-10"
10"
79'-2"
10"
54'-8"
MODULE
10"
1'-6"1'-6"
1'-4"
1'-6"
6'-0"
1'-6"
1'-4"
4'-8" 7'-0" 6'-8" 1'-6"
1'-4"
1'-6" 11'-8" 7'-4"
80'-0"
10"
33'-7"
MODULE
45'-6"
MODULE 104'-10"
258'-0"
10"
77'-5"
MODULE
77'-5"
MODULE
10"
135'-6"
10"
33'-7"
MODULE
57'-8"
MODULE
10'-8"
10"
31'-11"
MODULE
21'-4" 7'-0" 6'-2" 3'-2" 12'-8" 3'-2" 22'-6" 6'-8" 6'-8" 8'-2" 1'-4" 1'-6"
5'-0" 4'-8" 9'-4" 1'-6"
1'-6"
1'-4"
1'-6"
10'-4"
27'-10"
MODULE
27'-9"
MODULE
6'-4" 10'-6"
29'-2" 6'-0"
1'-6"
1'-4"
1'-6" 12'-0"
1'-4"
1'-6" 6'-4"
1'-4"
1'-6" 11'-0" 1'-6"
1'-4"
1'-6" 9'-8" 7'-6" 9'-8"
1'-4"
1'-6" 7'-0" 11'-0" 1'-6" 1'-6"1'-6" 1'-6" 7'-0" 11'-2" 4'-2" 8'-6" 1'-4"
20'-0" 7'-0"
6'-4" 8'-8"4'-0"
15'-4" 29'-10"21'-4" 5'-4" 1'-4"
1'-6"
3'-8"
1'-8"
26'-11" 45'-6"
MODULE
31'-7"
MODULE
10"
11'-2" 15'-4" 5'-0" 3'-8"
1'-6"
1'-4"
1'-8"
12'-8" 4'-4" 15'-4"
1'-6"
1'-4"
1'-6"
8'-8" 1'-6"
1'-4"
7'-0" 10'-0"
135'-6"
41'-6"
10"
31'-10"
MODULE
1'-6"
1'-4"
1'-6" 22'-6"
1'-0"
28'-0"
4'-6"
15'-2" 1'-4"
1'-6"
6'-8" 5'-6" 1'-4"
1'-2"
5'-6" 5'-2"
34'-6" 6'-0" 5'-6" 5'-2"
7'-0" 14'-8"
6'-6" 61'-0"
21'-10" 6'-2" 5'-6" 12'-0" 5'-6" 10'-10" 5'-8"
6'-0" 10'-0"
1'-6"
1'-4"
1'-6"
5'-4"
1'-6"
1'-4"
1'-6"
8'-2"
1'-6"
1'-4"
1'-6"
11'-0" 1'-6"
1'-4"
1'-6"10" 8'-10"
9'-7" 8'-6" 10'-0" 1'-6"
1'-4"
1'-6"
1'-8"
7'-2" 7'-6"
5'-10" 5'-0"5'-10" 6'-2"
14'-0" 10'-2" 10'-0"6'-10" 6'-4"
10"
9'-4"
20'-0"
156'-6" 101'-6"
3'-0" 45'-5"
MODULE
39'-7"6'-10" 10'-0"
1'-7"
10"
1/A601
402
2/A601
403
1/A602
404
1/A602
405
1/A601
401
1/A603
407
2,4/A603
408
4/A603
409
1/A605
413
1/A604
406
1/A606
412
1/A607
411
1/A607
410

21.08 01.11

05.16 01.01

05.16 05.16

01.1105.1601.11

05.16 01.03

05.16 05.16

14.01 01.11

21.02 21.02

21.03 21.03

21.03 21.02

06.03 06.03

06.02 05.18

05.18 10.18
CL
CL
CL
CL
CL
CL CL
CL

CL CL CL CL
CL
CL CL
I
I
J
J
MW
DW
MW
DW
MW
DW
WS
TR
WS
TR
WS
TR
PBB BB
MW
DW
PBB BB
MW
DW

P BBBBMW
DW
P
MW
P
MW
BBBB
MW
DW
DW
P
BBBB
MW
DW
DW

BBBB MW
DW

BB BBMW
P
P
MW
N
DW TR
WS
DW TR
WS
TR
TR
TR
TR
TR
TR
WS
TRTR
P
P
P
BF
BF
12'-4" 1'-6"
1'-4"
1'-6" 10'-6" 5'-8"10'-2" 4'-4" 18'-0" 6'-5" 5'-2" 6'-3" 6'-0"

06.30 MAINT.

OPEN

TC ROOM
A1
A1.1
A2 A2
A1
B1B1.1
B1.2
B3
B2
C1
C2 C2
E1 E2
IDF
STO.

STO. STO.

STO.

STO. STO.

STO.

STAIR 2
STAIR 1
STAIR 3
SCALE: 1/8" = 1'-0"1 4TH FLOOR PLAN
A302
A301
2 KEYNOTES
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet
5TH FLOOR PLAN
A205
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

01.01 01.03

01.11 05.16

05.18 06.02

06.03 07.01

07.02 07.04

07.08 PROPERTY LINE

PROPERTY LINE AFTER DEDICATION

LINE OF WALL / FLOOR ABOVE
EXTERIOR GUARDRAIL: 42" MIN. ABOVE ADJACENT

FINISHED FLOOR

HSS POST PER STRUCTURAL
CORRIDOR / DECK FRAMING: REFER TO STRUCTURAL
DWGS. W/ 2" MIN. TOPPING SLAB OVER OVERFRAMING
(PLI-DECK HD-250 ICC ESR-2097), SLOPE 1.5-2% TO DRAIN

OR EXTERIOR PER PLAN
BALCONY FRAMING: REFER TO STRUCTURAL DWGS. W/

ELASTOMERIC DECK COATING (PLI-DEK ICC
ESR-2097)OVER OVERFRAMING, SLOPE 1.5-2% TO DRAIN

OR EXTERIOR PER PLAN
MEMBRANE ROOFING: TPO (CARLISLE ICC ESR-1463),
CLASS A (UL 790), COLOR: GRAY, SLOPE TO DRAIN 2% MIN.

ROOF DRAIN & OVERFLOW DRAIN: REF. DETAIL 1/A842,
REF. PLUMBING DWGS
DRAINAGE VALLEY/CRICKET: SLOPE TO DRAIN
DRAIN: REF. PLUMBING DWGS

10.18 11.02

12.02 12.04

12.05 14.01

21.02 21.03

21.08 32.02
ACCESSIBLE STORAGE UNIT PER CBC 1127A
ROOF TIE-BACK ANCHORS: REF. EBM DWGS

FIRETABLE PER LANDSCAPE DWGS

FF&E PER OWNER

BENCH PER LANDSCAPE DWGS
TRASH CHUTE. "CHUTE INTERNATION" MFR. OR EQ.

FIRE EXTINGUISHER
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS

HORIZONTAL FIRE EXIT
LANDSCAPE PLANTER: REF LANDSCAPE DWGS
A
A
E
E
F
F
L
L
P
P
1 1
2 2
7 7
12 12
5 5
H
H
C
C
3 3
9 9
O
O
DN
DN
DN
UP
REF
REF
REF
REF
REF
REF

REF REF
REF
REF
REF
REF
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
0 4' 8' 16'
W/D
W/D
1 A301
1 A303
2 A303
2 A301
1 A403
1 A403
1 A401
1 A401
2 A401
2 A401
3 A401
3 A401
2 A402
2 A402
1 A402
1 A402
1 A302
2 A302
104'-10"
258'-0"
10"
54'-8"
MODULE
23'-2" 36'-3"
MODULE
45'-11"
MODULE
18'-10" 45'-11"
MODULE
31'-7"
MODULE
10"
3'-0" 1'-6"
1'-4"
1'-6" 15'-0" 1'-6"
1'-4"
1'-6" 6'-4" 4'-4" 5'-0" 3'-8" 6'-8"
2'-10"
10"
79'-2"
10"
54'-8"
MODULE
10"
80'-0"
10"
33'-7"
MODULE
45'-6"
MODULE
135'-6"
10"
33'-7"
MODULE
57'-8"
MODULE
10'-8"
10"
31'-11"
MODULE
21'-4" 7'-0" 6'-2" 3'-2" 12'-8" 3'-2" 22'-6" 6'-8" 6'-8" 8'-2" 1'-6"
5'-0" 4'-8" 9'-4" 1'-6"
1'-6"
1'-4"
1'-6"
10'-4"1'-4"
27'-10"
MODULE
27'-9"
MODULE
6'-6" 61'-0"
6'-4" 10'-6"
29'-2" 6'-0"
7'-0"20'-0"
1'-4"
1'-6"11'-0"8'-6"1'-6"4'-2"9'-8"7'-6"9'-8"1'-6"
1'-4"
7'-0"11'-0"1'-6"1'-6"6'-4"1'-6"
1'-4"
1'-6"12'-0"1'-6"
1'-4"
1'-6"7'-0"
1'-4"
1'-6"11'-2"
1'-4"
1'-6"
15'-4" 29'-10"21'-4" 5'-4"
1'-4"
1'-6"
3'-8"
1'-8"
26'-11" 45'-6"
MODULE
31'-7"
MODULE
10"
22'-6" 10'-0"11'-2" 15'-4" 44'-10"
1'-0"
135'-6"
14'-4" 42'-0"
9'-4" 22'-10"
41'-6" 10"31'-10"
MODULE
28'-0"
4'-6"
1'-0"
1'-6"
1'-4"
1'-6" 22'-6"
15'-2" 1'-4"
1'-6"
6'-8" 5'-6" 1'-4"
1'-2"
12'-4" 1'-6"
1'-4"
1'-6" 10'-6" 5'-8"10'-2" 4'-4" 18'-0" 6'-5" 5'-2" 6'-3" 6'-0" 5'-6" 5'-2"
34'-6" 6'-0" 5'-6" 5'-2"
18'-8" 6'-0"7'-0" 14'-8"
21'-10" 6'-2" 5'-6" 12'-0" 5'-6" 10'-10" 5'-8"
6'-0" 5'-4"
1'-6"
1'-4"
1'-6"
8'-2"
1'-6"
1'-4"
1'-6"
11'-0"
1'-6"
1'-4"
1'-6"10" 10'-0"
1'-6"
1'-4"
1'-6"
8'-10"
1'-6"
1'-4"
12'-0"
6'-4" 4'-0" 8'-8"
258'-0"
156'-6" 101'-6"
3'-2"
10"
77'-5"
MODULE
77'-5"
MODULE
10"
3'-2"
10"
9'-4"
6'-10" 6'-0" 14'-4" 10'-2" 10'-0"
5'-10" 6'-2" 5'-10" 5'-0"
7'-2" 7'-6"
1'-8"
3'-0" 6'-10" 10'-0" 6'-0" 8'-8"45'-5" 39'-5"
10"
6"
506
1/A601
502
2/A601
503
1/A602
504
1/A602
505
1/A601
501
1/A603
507
2,4/A603
508
4/A603
509
1/A605
513
1/A606
512
1/A607
511
1/A607
510

01.01 21.08

01.01 05.16

05.16 05.16

01.03 05.16

05.16 14.01

21.02 21.02

21.02 06.02

01.11 05.16

07.08 07.04

05.16 21.03

21.03 21.03

32.02 06.03

06.03 06.03

06.02 07.01

11.02 07.01

05.18 05.18

10.18 07.02

12.04 12.05

12.02 CL
CL
CL
CL
CL
CL
CL

CL CL CL CL
CL
CL
CL
CL
1/4:12 MIN.

MAIN ROOF
I
I
J
J
MW
DW
MW
DW
MW
DW
WS
TR
WS
TR
WS
TR
PBB BB
MW
DW
PBB BB
MW
DW

P BBBBMW
DW
P
MW
P
MW
DW
P
BBBB
MW
DW
DW

BBBB MW
DW

BB BBMW
P
MW
N
DW TR
WS
DW TR
WS
TR
TR
TR
TR
TR
WS
TRTR
P
P
P
BF
BF

AMENITY
DECK
OPEN
MAINT.

TC ROOM
A1
A1.1
A2 A2
A1
B1B1.1
B1.2
B3
C1
C2 C2
OPEN
E1 E2
IDF
STO.

STO. STO.

STO.

STO. STO.

STO.

STAIR 1
STAIR 3
STAIR 2
1/4:12 MIN.

MAIN ROOF

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

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

WOOD STUD
NON-RATED 2X6 STANDARD WOOD WALL
NON-RATED 2X4 STANDARD WOOD WALL

SOFFIT / FLOOR ABOVE
*REFER TO WALL TAG ON PLANS & WALL TAG LEGEND
FOR WALL ASSEMBLY DETAIL REFERENCE*
SCALE: 1/8" = 1'-0"1 5TH FLOOR PLAN
A302
A301
2 KEYNOTES
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

ROOF PLAN
A206
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB

01.01 05.05

06.23 07.01

07.02 07.04

07.11 07.14

07.15 07.18

07.20 07.21

PROPERTY LINE

GUARDRAIL
2x FRAMED PARAPET WALL / CURB: HEIGHT & FINISH

PER ELEVATION
MEMBRANE ROOFING: TPO (CARLISLE ICC ESR-1463),
CLASS A (UL 790), COLOR: GRAY, SLOPE TO DRAIN 2%
MIN.

ROOF DRAIN & OVERFLOW DRAIN: REF. DETAIL 1/A842,
REF. PLUMBING DWGS
DRAINAGE VALLEY/CRICKET: SLOPE TO DRAIN
PARAPET TO BE A MINIMUM OF 42" ABOVE ADJACENT

WALKWAY
BOX ALUM. GUTTER & DOWNSPOUT. POWDER COAT
FINISH MATCH ECP-1

RIDGE LINE

MECHANICAL SCREEN, HEIGHT PER ELEVATIONS

HALLWAY EXHAUST / VENT

WALL OPENING FOR WATER FLOW

07.25 11.02

14.02 21.03

22.04 23.02

48.01 COMPOSITE DECKING OVER FRAMING
ROOF TIE-BACK ANCHORS: REF. EBM DWGS
ROOFTOP MECHANICAL TRASH CHUTE EXHAUST: REF.

DETAIL 17/A855, REF. MECHANICAL DWGS
FIRE STANDPIPE: REF. FIRE SPRINKLER DRAWINGS
WATER HEATER AND STORAGE TANKS: REF.

PLUMBING DWGS
MECH EQUIPMENT: REF. MECHANICAL DWGS
PROPOSED LOCATION OF PV PANELS: REF. SOLAR
DWGS

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

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

WOOD STUD
NON-RATED 2X6 STANDARD WOOD WALL
NON-RATED 2X4 STANDARD WOOD WALL

SOFFIT / FLOOR ABOVE
*REFER TO WALL TAG ON PLANS & WALL TAG LEGEND
FOR WALL ASSEMBLY DETAIL REFERENCE*
7 7
E
E

07.14 07.04
5 A855
5 A855
5 A855
5&6
A855
5 A855
5 A855
SLOPE
1/2:12 MIN.
12 9
PO
0 4' 8' 16'
N
A
A
E
E
F
F
L
L
P
P
1 1
2 2
7 7
12 12
5 5
H
H
C
C
3 3
9 9
O
O
UP DN
1 A301
1 A303
2 A303
2 A301
1 A403
1 A403
1 A401
1 A401
2 A401
2 A401
3 A401
3 A401
2 A402
2 A402
1 A402
1 A402
1 A302
2 A302
6'-5 1/2" 20'-0"
135'-6"
41'-6" 64'-8" 29'-4"
12'-0" 22'-6" 30'-2"
235'-6"
22'-4" 15'-0" 21'-2" 9'-8" 46'-7" 18'-2" 36'-7" 9'-8"6'-10" 27'-6" 22'-0" 8'-10"
24'-2"
2'-2"

LINE OF

AMENITY

DECK BELOW

48.01 48.01

14.02 07.15

07.15 07.15

07.18 07.14

07.21 07.21

07.20 07.18

01.01 07.11

21.03 07.11

06.23 06.23 06.23

06.23 06.23

07.11 06.23

07.11 07.02

07.01 07.04

48.01 48.01

07.15 07.11

07.11 05.05

11.02 11.02

07.01 07.25
I
I
J
J
N
6'-10" 27'-6" 13'-2" 36'-4 1/2" 35'-9 1/2"14'-0" 10'-2" 9'-4" 6'-10" 10'-0" 18'-6"

23.02 22.04
STAIR 1

OPENOPEN
1/2:12 MIN.

MAIN ROOF

OPEN OPEN
1/4:12 MIN.

CRICKET, TYP.
1/2:12 MIN.

MAIN ROOF
1/2:12 MIN.

MAIN ROOF
1/4:12 MIN.

CRICKET, TYP.
1/4:12 MIN.

CRICKET, TYP.
1/2:12 MIN.

MAIN ROOF
1/2:12 MIN.

MAIN ROOF
1/4:12 MIN.

CRICKET, TYP.
1/2:12 MIN.

MAIN ROOF
ELEV.

MECH
SCALE: 1/8" = 1'-0"2 HIGH ROOF PLAN
SCALE: 1/8" = 1'-0"1 ROOF PLAN
A302
A301
2 stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

EXTERIOR ELEVATIONS
A301
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
14'-0" 9'-1"
63'-11 1/4"
9'-1" 9'-1" 9'-1"
63'-6"
MAX. BUILDING HEIGHT
4'-6"
3'-6"
TYP.
4'-6"
6'-0"
9'-6"
10'-9 1/4" 10'-9 1/4" 10'-3 1/2" 6'-0"10'-9 1/4"15'-4"

59.10'
RETAIL 1

74.44'
2ND FLOOR

85.21'
3RD FLOOR

95.98'
4TH FLOOR
106.75'
5TH FLOOR
117.04'
ROOF

56.05'
RETAIL 3

56.60'
RETAIL 2
RECESS
PLANE (-4'-0")NEUTRAL PLANE (0'-0")
PROJECTION PLANE (+0'-10")
RECESS PLANE (-6'-10")
RECESS
PLANE (-20'-0")
RECESS
PLANE (-4'-0")
RECESS PLANE (-20'-0")
RECESS PLANE (-6'-10")

RECESS PLANE
(-79'-2")

RECESS PLANE
(-84'-2")
RECESS PLANE (-79'-2")
RECESS PLANE (-78'-10")

RECESS PLANE
(-84'-2")

RECESS PLANE
(-92'-8")
MTL-1
FCB-1
PNT-3
MTL-4ECP-2
FCB-1
PNT-5
FCB-1
PNT-2
DR-1 WIN-1 MTL-7
PNT-2
WN-1ECP-2
PNT-4
ECP-1
GL-1
CMU-1CMU-3 ECP-2
PNT-4
SF-1 MTL-2
PNT-3PNT-2
DR-2MTL-6 SF-1 ECP-2
PNT-2
TILE-1

55.38'

LOWEST POINT

PROPOSED GRADE
126.54'

HIGH ROOF
PNT-2
118.88'

MAX ROOF
HEIGHT
9'-1"
63'-6"
MAX. BUILDING HEIGHT
9'-1" 9'-1" 9'-1"
3'-6"
TYP.
6'-0"
10'-9 1/4" 10'-9 1/4" 10'-3 1/2" 9'-6"10'-9 1/4"18'-4 5/8" 4'-6"

74.44'
2ND FLOOR

85.21'
3RD FLOOR

95.98'
4TH FLOOR
106.75'
5TH FLOOR
117.04'
ROOF

56.05'
RETAIL 3
NEUTRAL PLANE (0'-0")
RECESS PLANE (-3'-0")
PROJECTION PLANE (+0'-10")
RECESS PLANE (-16'-6")

RECESS PLANE
(-6'-0")
RECESS PLANE (-27'-4")
RECESS PLANE (-11'-4")
FCB-1
PNT-2
ECP-1 GL-1 WN-1 FCB-1
PNT-5
DR-1
CMU-1DR-2 CMU-2 CMU-3
PNT-3
MTL-1 ECP-2
PNT-2

55.38'

LOWEST POINT

PROPOSED GRADE
126.54'

HIGH ROOF
ECP-2
PNT-2
118.88'

MAX ROOF
HEIGHT

MARK DESCRIPTION

EXTERIOR CEMENT PLASTER
MANUF: OMEGA
STYLE: 20/30 SAND FINISH
COLOR: INEGRAL COLOR MATCH PER ELEVATIONS
PAINT
MANUF: DUNN EDWARDS
COLOR: DE6232 "ABSTRACT WHITE"
PAINT
MANUF: DUNN EDWARDS
COLOR: DE6370 "CHARCOAL SMUDGE"
PAINT
MANUF: DUNN EDWARDS
COLOR: DE6166 "FLICKERING GOLD"

EXTERIOR CEMENT PLASTER
MANUF: OMEGA
STYLE: 20/30 SAND FINISH
COLOR: 1C020
PAINT
MANUF: DUNN EDWARDS
COLOR: DE6257 "BATTLE HARBOR"
PAINT
MANUF: DUNN EDWARDS
COLOR: DE6333 "HAMILTON BLUE"

FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL ARTISAN SERIES / SHIPLAP
COLOR: PAINT PER ELEVATIONS

CONCRETE MASONRY UNIT
MANUF: ORCO
STYLE: PRECISION FINISH 8x8x16, STACKED BOND
COLOR: NATURAL GRAY

CONCRETE MASONRY UNIT
MANUF: ORCO
STYLE: PRECISION FINISH 8x8x16, STACKED BOND
COLOR: WHEAT

CONCRETE MASONRY UNIT
MANUF: ORCO
STYLE: PRECISION FINISH RUNNING BOND

COMPOSITION PER ELEVATIONS
COLOR: NATURAL GRAY & WHEAT

METAL SCREEN
MANUF: STEEL ANGLE W/ 4"x2" WIRE MESH.

MCNICHOLS OR EQUAL
STYLE: FABRICATION PER DETAILS AND SPECS
COLOR: PAINT, COLOR PNT-2

METAL AWNING
MANUF: ARCHITECTURAL LOUVERS
STYLE: ALUM. SUNSHADE MODEL H8JN OR EQ.

COLOR: POWDER COAT, COLOR PER ELEV. TAG

BRAKE METAL
MANUF: TBD
STYLE: 22 GAUGE ALUMINUM
COLOR: POWDER COAT, COLOR PER ELEV. TAG

ROOF MECHANICAL SCREEN
MANUF: ROOFSCREEN
STYLE: LOUVERED EXTRUDED ALUMINUM
COLOR: POWDER COAT, COLOR MATCH PNT-3

VERTICAL SUNSHADE SCREEN
MANUF: STEEL FLAT BAR. LENGTH PER ELEV.

STYLE: FBRICATION PER DETAILS AND SPECS
COLOR: PAINT, COLOR PER ELEV. TAG

METAL LOUVER
MANUF: RUSKIN
STYLE: FIXED ALUM. LOUVER, EME220DD OR EQUAL
COLOR: POWDER COAT, COLOR MATCH SF-1

METAL GUARDRAIL SYSTEM
MANUF: PER DETAILS AND SPECIFICATIONS
STYLE: HSS FRAME WITH PERF. INFILL PANELS
COLOR: PAINT COLOR PNT-2

GLASS GUARDRAIL SYSTEM
MANUF: PER DETAILS AND SPECIFICATIONS
STYLE: GLASS RAILING TOP MOUNTED TALONS
COLOR: N/A

UNIT PATIO DOORS
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: FIBERGLASS
COLOR: PAINT, COLOR MATCH WIN-1

UTILITY SERVICE DOORS
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: HOLLOW METAL
COLOR: PAINT, COLOR PER ELEV. TAG

GARAGE ROLLING DOOR
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: ALUMINUM, OPEN GRILLE G-6 6" PATTERN
COLOR: POWDER COAT, COLOR PNT-2

MULTI-PANEL SLIDING DOOR
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: ALUMINUM
COLOR: POWDER COAT, COLOR MATCH WIN-1

UNIT ENTRY DOORS
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: FIBERGLASS
COLOR: PAINT, COLOR PER ELEV. TAG

STOREFRONT SYSTEM
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: ALUMINUM
COLOR: DARK BRONZE

WINDOWS
MANUF: PER SCHEDULE AND SPECIFICATIONS
STYLE: VINYL
COLOR: WHITE

MARK DESCRIPTION
TILE
MANUF: DDS TILE
STYLE: 2.5 X 9.5 HORIZ. GLAZED PORCELAIN
COLOR: QUARTO BELLA - OCHRE GLOSSY

METAL GATE
MANUF: HSS FRAME W/ STEEL ANGLE & WIRE MESH
STYLE: FBRICATION PER DETAILS AND SPECS
COLOR: PAINT, COLOR PNT-2

CONCRETE MASONRY UNIT
MANUF: ORCO
STYLE: PRECISION FINISH 6x8x16, STACKED BOND
COLOR: WHEAT
ECP-2
PNT-1
ECP-1
PNT-2
PNT-3
PNT-4
PNT-5
FCB-1
CMU-1
CMU-2
CMU-3
MTL-1
MTL-2
MTL-3
MTL-4
MTL-5
MTL-6
MTL-7
GL-1
DR-1
DR-2
DR-3
DR-4
DR-5
SF-1
WIN-1
TILE-1
DR-6CMU-4
EXT. FINISH SCHEDULE
SCALE: 1/8" = 1'-0"1 WEST ELEVATION
SCALE: 1/8" = 1'-0"2 NORTH ELEVATION
stamp
sheet
date
job no.
project title

RINCON CVD
840 CARLSBAD VILLAGE DRIVE - CARLSBAD, CA 92008
2333
sheet

EXTERIOR ELEVATIONS
A302
Stephen Dalton Architects
444
S.

CEDROS.

STUDIO
190
SOLANA
BEACH.

CA
92075
t:
858.792.5906
/ f:
858.792.5916

A B C D E F G H J K L M N P Q R S T U V

LICENSED ARCHITECT
STEPHEN E. DALTON

DISC HEARING SUB
13'-3 5/8" 9'-1" 9'-1" 9'-1" 9'-1"
4'-6"
3'-6"
3'-6"
4'-6"
9'-6"
3'-6"
TYP.
10'-9 1/4" 10'-9 1/4" 10'-3 1/2" 6'-0"10'-9 1/4"18'-4 5/8" 70'-5 7/8"
6'-0"

59.10'
RETAIL 1

74.44'
2ND FLOOR

85.21'
3RD FLOOR

95.98'
4TH FLOOR
106.75'
5TH FLOOR
117.04'
ROOF

59.70'
ELE. ROOM
NEUTRAL PLANE (0'-0")
RECESS PLANE (-9'-2")

PROJECTION
PLANE (+0'-10")

PROJECTION
PLANE (+0'-10")
RECESS
PLANE (-74'-4")
RECESS
PLANE (-5'-8")
RECESS
PLANE (-8'-6")
RECESS
PLANE (-5'-8")

PROJECTION
PLANE (+0'-10")
NEUTRAL PLANE (0'-0")NEUTRAL PLANE (0'-0")

PROJECTION
PLANE (+0'-10")
CMU-1 CMU-2
PNT-2
DR-2
PNT-2
DR-2 MTL-1MTL-1DR-3ECP-2
PNT-4
ECP-2
PNT-4
MTL-4ECP-1FCB-1
PNT-3
GL-1
MTL-7 WN-1 ECP-2
PNT-2
FCB-1
PNT-5
ECP-1MTL-2
PNT-1
ECP-1
126.54'

HIGH ROOF

56.05'
RETAIL 3
118.88'

MAX ROOF
HEIGHT
9'-1"
15'-4" 10'-9 1/4" 10'-9 1/4" 10'-9 1/4" 10'-3 1/2" 6'-0" 9'-1" 9'-1" 9'-1"14'-1/2"
4'-6"
3'-6"
57'-11 1/4"
9'-6"

59.10'
RETAIL 1

74.44'
2ND FLOOR

85.21'
3RD FLOOR

95.98'
4TH FLOOR
106.75'
5TH FLOOR
117.04'
ROOF

56.60'
RETAIL 2
FCB-1
PNT-3
FCB-1
PNT-2
ECP-1
WN-1
ECP-2
PNT-4
ECP-1DR-1
CMU-3 CMU-2CMU-1 MTL-2
PNT-3
SF-1MTL-1
126.54'

HIGH ROOF
118.88'