HomeMy WebLinkAbout2023-12-06; Planning Commission; ; 4874 Park Drive (Residence)Meeting Date: Dec. 6, 2023 Item 1
To: Planning Commission
Staff Contact: Mike Strong, Assistant Director of Community Development;
442-339-2721, mike.strong@carlsbadca.gov
Subject: 4874 Park Drive (Residence)
Location: 4874 Park Drive, Carlsbad, CA 92008 / 206-250-23-00 / District 1
Case Numbers: CDP 2021-0062
Applicant/Representative: Stefanie Yerkes, 619-816-0373, stephanieyerkes@gmail.com
CEQA Determination: ☐Not a Project ☒ Exempt ☐ IS/ND or IS/MND ☐ EIR
☐Other:
Permit Type(s): ☐SDP ☐ CUP ☒ CDP ☐ TM/TPM ☐ GPA ☐ REZ ☐
LCPA
☐Other:
CEQA Status: ☐The environmental assessment IS on the Agenda for discussion
☒A CEQA determination was already issued. That decision is final and
IS NOT on the Agenda
Commission Action: ☒Decision ☐ Recommendation to City Council ☐ Informational (No
Action)
Recommended Actions
That the Planning Commission ADOPT Planning Commission Resolution (Exhibit 1), APPROVING Coastal
Development Permit CDP 2021-0062 based upon the findings and subject to the conditions contained
therein.
Existing Conditions & Project Description
Existing Setting
The subject site consists of a 0.28-acre lot, located at
2874 Park Dr. (Exhibit 2). The lot contained an existing
2,250-square-foot, one-story, four-bedroom, two bath
single-family home with an attached two-car garage. The
residence was constructed in 1971. The residence was
red tagged in 2021 and demolished. It was required to
complete this Coastal Development Permit. The parcel is
relatively flat with landscaping largely consisting of
varying shrubs and turf. The subject site is surrounded by
Site Map
Dec. 6, 2023 Item #1 Page 1 of 41
Table “A” below includes the General Plan designations, zoning and current land uses of the subject
site and surrounding properties. Also refer to Exhibit 2 for a larger site map.
TABLE A – SITE AND SURROUNDING LAND USE
Location General Plan Designation Zoning Designation Current Land Use
Site Residential, 4 dwelling
units per acre (R-4)
One-Family Residential Zone
(R-1-8,000)
Single-Family Residential
North Residential, 4 dwelling
units per acre (R-4)
One-Family Residential Zone
(R-1-8,000)
Single-Family Residential
South Open Space (OS) Open Space (OS) Ague Hedionda upland
East Open Space (OS) Open Space (OS) Ague Hedionda upland
West Residential, 4 dwelling
units per acre (R-4)
One-Family Residential Zone
(R-1-8,000)
Single-Family Residential
General Plan Designation Zoning Designation
Proposed Project
The applicant proposes the demolition of the existing single-family residence and construct a new
2,603-square-foot, single-story, single-family residence, accessory dwelling unit (ADU), and a pool. The
new single-family residence is oriented towards Park Drive and will include three bedrooms and two
bathrooms. The proposal also consists of adding a 525-square-foot pergola in the front entry and a
306-square-foot pergola behind the residence. The maximum height of the new residence is 15 feet
and 6-inches.
The ADU is subject to administrative review and will be acted upon by the City Planner under a
separate Minor Coastal Development Permit subsequent to the Planning Commission’s action on CDP
2021-0062.
The project also includes installation of improvements along the subject property’s frontage on Park
Drive, including a new driveway apron and the removal of an existing wall that encroaches into the
public right-of-way. The project is proposing to protect existing curb and gutter.
Proposed Grading: The proposed grading includes cut of 570 cubic yards of material, fill of 550 cubic
yards of material and export of 20 cubic yards of material. Remedial grading includes 420 cubic yards of
material. The maximum cut depth is 8 feet. The maximum fill depth is 1-foot.
Dec. 6, 2023 Item #1 Page 2 of 41
Public Outreach & Comment
Public notice of the proposed Project was mailed on Jan. 6, 2023, to property owners within 600 feet of
the subject property and all residents within 100 feet. No comments were received as a result of the
public notice. A Notice of Determination of Exemption was posted on the city’s website and an email
was distributed to interested individuals on Oct. 27, 2023, no comments were received. Additionally,
the Project is not subject to the enhanced stakeholder outreach in City Council Policy No. 84
(Development Project Public Involvement Policy).
Response to Public Comment & Project Issues
No comments were received.
Project Analysis
General Plan Consistency
The project site has a General Plan Land Use designation of R-4 Residential which allows for the
development of single and multi-family residences at a density of 0-4 dwelling units per acre
(du/ac) with a Growth Management Control Point (GMCP) of 3.2 du/ac. The City of Carlsbad
General Plan includes several goals and policies that guide development and land use within the
city. A discussion of how the project is consistent with the applicable General Plan policies is
summarized in Exhibit 3.
Municipal Code Consistency
The City of Carlsbad Municipal Code, most notably Tile 21 Zoning Code, includes requirements and
provisions that guide development and land use within the city, consistent with the General Plan. The
project is required to comply with all applicable regulations and development standards of the
Carlsbad Municipal Code (CMC) including the One-Family Residential Zone (R-1-8,000) (CMC Chapter
21.10). Specific compliance with these relevant requirements is described in Exhibit 3.
Local Coastal Program Consistency
The project site is in the Coastal Zone and requires a Coastal Development Permit. The project
complies with the Local Coastal Program, including all goals and policies of the General Plan and all
zoning code standards, as referenced above.
Inclusionary Housing Ordinance
The project is not adding additional housing units and is, therefore, not subject to inclusionary housing
requirements.
Discretionary Actions & Findings
The proposed Project requires approval of a Coastal Development Permit which is discussed below.
Coastal Development Permit (CDP 2022-0052)
Approval of a Coastal Development Permit (CDP) is required to ensure that the project complies with
the Local Coastal Program (CMC Chapter 21.201) and the Costal Resource Protection Overlay Zone
(CMC Chapter 21.203). Staff finds that the required findings for this application can be met (Exhibit 3).
Environmental Review
In accordance with the California Environmental Quality Act (CEQA) and CEQA Guidelines, the City
Planner has determined that the project qualified for an exemption pursuant to CEQA Guidelines
Dec. 6, 2023 Item #1 Page 3 of 41
section 15303(a). A notice of intended decision regarding the environmental determination was
advertised on Oct. 27, 2023 and posted on the city’s website. No comment letters or appeal was
received and consistent with Chapter 21.54 (Procedures, Hearings, Notices, and Fees) of the Zoning
Ordinance the City Planner’s written decision is final. Refer to Exhibit 5 for additional support and
justification.
Conclusion
Considering the information above and in the referenced Exhibits, staff has found that the proposed
Project is consistent with all applicable policies of the General Plan and Local Coastal Program,
provisions of the Municipal Code and Local Facility Management Zone. All required public
improvement and utilities are available to serve the proposed development. In addition, there are no
environmental issues associated with the Project.
The Project is conditioned to ensure the proposed Project’s compatibility with the surrounding
properties and that the public health, safety, and welfare of the community are maintained. The
Project would be required to comply with all applicable California Building Standards Codes and
engineering standards through the standard building permit and civil improvement plan checking
process. Staff recommends the Planning Commission adopt the resolutions, recommending approval of
the proposed Project described in this staff report.
Exhibits
1.Planning Commission Resolution
2.Location Map
3.Project Analysis
4.Disclosure Form
5.Notice of CEQA Determination
6.List of Acronyms and Abbreviations
7.Reduced Exhibits
8.Full Size Exhibit(s) “A” – “P,” dated Aug. 23, 2023 (on file in the Office of the City Clerk)
Dec. 6, 2023 Item #1 Page 4 of 41
PLANNING COMMISSION RESOLUTION NO. 7502
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
CARLSBAD, CALIFORNIA, APPROVING A COASTAL DEVELOPMENT
PERMIT FOR THE DEMOLITION OF AN EXISTING RESIDENCE AND
THE CONSTRUCTION OF A NEW 2,603-SQUARE-FOOT SINGLE
FAMILY HOME WITHIN THE MELLO II SEGMENT OF THE CITY'S
LOCAL COASTAL PROGRAM LOCATED AT 4874 PARK DRIVE WITHIN
LOCAL FACILITIES MANAGEMENT ZONE 1.
CASE NAME:
CASE NO:
4874 PARK DRIVE (RESIDENCE)
CDP 2021-0062
WHEREAS, Stefanie Yerkes, "Developer," has filed a verified application with the City of
Carlsbad regarding property owned by Jesus Monzon, "Owner," described as
LOT 109 OF LAGUNA RIVIERA UNIT NO. 4, IN THE CITY OF CARLSABD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 6529, FILED IN THE OFFICE
OF THE RECORDER OF SAN DIEGO COUNTY ON OCT. 30, 1969, EXCEPTING THEREFROM ALL OIL,
GAS AND OTHER HYDROCARBONS LYING 500 FEET BELOW THE SURFACE OF THE LAND BUT
WITHOUT THE RIGHT OF SURFACE ENTRY AS SET OUT IN DEED TO CARLSBAD BAY PROPERTIES,
LTD., A LIMITED PARTNERSHIP, RECORDD JUNE 10, 1968, AS FILE NO. 96383 ("the Property");
and
WHEREAS, said verified application constitutes a request for a Coastal Development
Permit as shown on Exhibit(s) "A" -"P" dated Aug. 3, 2023, attached hereto and on file in the
Carlsbad Planning Division, CDP 2021-0062, as provided in Chapter 21.201.030 of the Carlsbad
Municipal Code; and
WHEREAS, the Planning Division studied the Coastal Development Permit application and
performed the necessary investigations to determine if the project qualified for an exemption
from further environmental review under the California Environmental Quality Act, (CEQA, Public
Resources Code section 21000 et. seq.), and its implementing regulations (the State CEQA
Guidelines), Article 14 of the California Code of Regulations section 15000 et. seq. After
Exhibit 1
Dec. 6, 2023 Item #1 Page 5 of 41
consideration of all evidence presented, and studies and investigations made by the city planner
and on its behalf, the city planner determined that the project was exempt from further
environmental review pursuant to State CEQA Guidelines section 15303{a) -New construction
of small structures. The project will not have a significant effect on the environment and all of
the requirements of CEQA have been met; and
WHEREAS, on Oct. 27, 2023, the city distributed a notice of intended decision to adopt
the "New construction" exemption. The notice was circulated for a 10-day period, which began
on Oct. 27, 2023 and ended on Nov. 6, 2023. The city did not receive any comment letters on
the CEQA findings and determination and that decision is final; and
WHEREAS, the Planning Commission did, on Dec. 6, 2023, hold a duly noticed public
hearing as prescribed by law to consider said request;
WHEREAS, at said public hearing, upon hearing and considering all testimony and
arguments, if any, of all persons desiring to be heard, said Commission considered all factors
relating to the Coastal Development Permit.
NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of
Carlsbad, as follows:
A)That the above recitations are true and correct.
B)That based on the evidence presented at the public hearing, the Commission
APPROVES CDP 2021-0062, based on the following findings and subject to the
following conditions:
Findings:
1.That the proposed development is in conformance with the Certified Local Coastal
Program and all applicable policies in that the requested development is properly related
to the site, surroundings, and environmental settings, will not be detrimental to existing
development or uses or to development or uses specifically permitted in the area in
which the proposed development or use is to be located, and will not adversely impact
the site, surroundings, or traffic circulation. The development is consistent with the LCP
Dec. 6, 2023 Item #1 Page 6 of 41
Mello II policies, R-4 land use designation, and the R-1-8,000 Zone designation. No
agricultural activities, sensitive resources, geological instability, flood hazard or coastal
access opportunities exist onsite. Given that the project is located in a residential
neighborhood where the majority of dwellings are one-and two-stories, the
construction of a one-story residence, measuring 15 feet and 6 inches in height, will not
obstruct views of the coastline as seen from public lands or public right-of-way, nor
otherwise damage the visual beauty of the Coastal Zone.
2.The proposal is in conformity with the public access and recreation policies of Chapter 3
of the Coastal Act in that the property is not located adjacent to the coastal shore nor
are public recreation areas required of the project; therefore, it will not interfere with
the public's right to physical access or water-oriented recreational activities.
3.The project is consistent with the provisions of the Coastal Resource Protection Overlay
Zone (Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the city's
Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual
and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban runoff,
pollutants, and soil erosion. No steep slopes or native vegetation is located on the subject
property and the site is not located in an area prone to landslides, or susceptible to
accelerated erosion, floods, or liquefaction.
4.The project is consistent with the City-Wide Facilities and Improvements Plan, the Local
Facilities Management Plan for Zone 1 and all city public policies and ordinances. The
project includes elements or has been conditioned to construct or provide funding to
ensure that all facilities and improvements regarding sewer collection and treatment;
water; drainage; circulation; fire; schools; parks and other recreational facilities; libraries;
government administrative facilities; and open space, related to the project will be
installed to serve new development prior to or concurrent with need. Specifically,
a.The project has been conditioned to provide proof from the Carlsbad Unified School
District that the project has satisfied its obligation for school facilities.
5.The Planning Commission expressly declares that it would not have approved this Coastal
Development Permit application to use the Property for completing and implementing
the project, except upon and subject to each and all of the conditions hereinafter set,
each and all of which shall run with the land and be binding upon the Developer and all
persons who use the Property for the use permitted hereby. For the purposes of the
conditions, the term "Developer" shall also include the project proponent, owner,
permittee, applicant, and any successor thereof in interest, as may be applicable. If the
Developer fails to file a timely and valid appeal of this Coastal Development Permit within
the applicable appeal period, such inaction by the Developer shall be deemed to
constitute all of the following on behalf of the Developer:
Dec. 6, 2023 Item #1 Page 7 of 41
a.Acceptance of the Coastal Development Permit by the Developer; and
b.Agreement by the Developer to be bound by, to comply with, and to do all things
required of or by the Developer pursuant to all of the terms, provisions, and
conditions of this Coastal Development Permit or other approval and the
provisions of the Carlsbad Municipal Code applicable to such permit.
Conditions:
General
NOTE: Unless otherwise specified herein, all conditions shall be satisfied prior to the issuance
of grading or building permits, whichever occurs first.
1.Approval is granted for CDP 2021-0062 as shown on Exhibits "A" -"P," dated Aug. 3, 2023
on file in the Planning Division and incorporated herein by reference. Development shall
occur substantially as shown unless otherwise noted in these conditions.
2.The information contained in the application and all attached materials are assumed to
be correct, true, and complete. The Planning Commission is relying on the accuracy of
this information and project-related representations in order to process and approve this
Coastal Development Permit application. This permit may be rescinded if it is determined
that the information and materials submitted are not true and correct. The Developer
may be liable for any costs associated with rescission of such permits.
3.If any of the following conditions fail to occur, or if they are, by their terms, to be
implemented and maintained over time, if any of such conditions fail to be so
implemented and maintained according to their terms, the city shall have the right to
revoke or modify all approvals herein granted; deny or further condition issuance of all
future building permits; deny, revoke, or further condition all certificates of occupancy
issued under the authority of approvals herein granted; record a notice of violation on
the property title; institute and prosecute litigation to compel their compliance with said
conditions or seek damages for their violation. No vested rights are gained by Developer
or a successor in interest by the city's approval of this Coastal Development Permit.
4.Staff is authorized and directed to make, or require the Developer to make, all corrections
and modifications to the Coastal Development Permit documents, as necessary to make
them internally consistent and in conformity with the final action on the project.
Development shall occur substantially as shown on the approved Exhibits. Any proposed
development, different from this approval, shall require an amendment to this approval.
5.Developer shall comply with all applicable provisions of federal, state, and local laws and
regulations in effect at the time of building permit issuance.
6.If any condition for construction of any public improvements or facilities, or the payment
of any fees in-lieu thereof, imposed by this approval or imposed by law on this Project are
Dec. 6, 2023 Item #1 Page 8 of 41
challenged, this approval shall be suspended as provided in Government Code Section
66020. If any such condition is determined to be invalid, this approval shall be invalid
unless the City Council determines that the project without the condition complies with
all requirements of law.
7.Developer/Operator shall and does hereby agree to indemnify, protect, defend, and hold
harmless the City of Carlsbad, its Council members, officers, employees, agents, and
representatives, from and against any and all liabilities, losses, damages, demands, claims
and costs, including court costs and attorney's fees incurred by the city arising, directly or
indirectly, from (a) city's approval and issuance of this Coastal Development Permit, (b)
city's approval or issuance of any permit or action, whether discretionary or
nondiscretionary, in connection with the use contemplated herein, and (c)
Developer/Operator's installation and operation of the facility permitted hereby,
including without limitation, any and all liabilities arising from the emission by the facility
of electromagnetic fields or other energy waves or emissions. This obligation survives
until all legal proceedings have been concluded and continues even if the city's approval
is not validated.
8.Prior to the issuance of a building permit, the Developer shall provide proof to the Building
Division from the Carlsbad Unified School District that this project has satisfied its
obligation to provide school facilities.
9.This project shall comply with all conditions and mitigation measures which are required
as part of the Zone 1 Local Facilities Management Plan and any amendments made to that
Plan prior to the issuance of building permits.
10.This approval shall become null and void if building permits are not issued for this project
within 24 months from the date of project approval.
11.Prior to the issuance of the grading or building permit, whichever occurs first, Developer
shall submit to the city a Notice of Restriction executed by the owner of the real property
to be developed. Said notice is to be filed in the office of the County Recorder, subject to
the satisfaction of the City Planner, notifying all interested parties and successors in
interest that the City of Carlsbad has issued a Costal Development Permit by Resolution
on the property. Said Notice of Restriction shall note the property description, location
of the file containing complete project details and all conditions of approval as well as any
conditions or restrictions specified for inclusion in the Notice of Restriction. The City
Planner has the authority to execute and record an amendment to the notice which
modifies or terminates said notice upon a showing of good cause by the Developer or
successor in interest.
12.The appropriate user development fees and Citywide Facility fees shall be paid in
accordance with the prevailing fee schedule in effect at the time of building permit
issuance, to the satisfaction of the Director of Community Development. Through plan
check processing, the Developer shall pay development fees at the established rate. Such
fees may include, but not be limited to: Permit and Plan Checking Fees, Water and Sewer
Dec. 6, 2023 Item #1 Page 9 of 41
Service Fees, School Fees, Traffic Mitigation Fees, Flood Control Mitigation Fees, Park
Mitigation Fees, Fire Mitigation/Cost Recovery Fees, and other fees listed in the Fee
Schedule, which may be amended after the date of this permit's approval. Arrangements
to pay these fees shall be made prior to building permit issuance to the satisfaction of the
Community Development Department.
13.Building permits will not be issued for this project unless the local agency providing water
and sewer services to the project provides written certification to the city that adequate
water service and sewer facilities, respectively, are available to the project at the time of
the application for the building permit, and that water and sewer capacity and facilities
will continue to be available until the time of occupancy.
Engineering Conditions
NOTE: Unless specifically stated in the condition, all of the following conditions, upon the
approval of this proposed development, must be met prior to approval of a building or grading
permit whichever occurs first.
General
14.Prior to hauling dirt or construction materials to or from any proposed construction site
within this project, developer shall apply for and obtain approval from, the city engineer
for the proposed haul route.
15.This project is approved upon the express condition that building permits will not be
issued for the development of the subject property, unless the district engineer has
determined that adequate water and sewer facilities are available at the time of permit
issuance and will continue to be available until time of occupancy.
Fees/ Agreements
16.Developer shall cause property owner to execute and submit to the city engineer for
recordation, the city's standard form Geologic Failure Hold Harmless Agreement.
17.Developer shall cause property owner to execute and submit to the city engineer for
recordation the city's standard form Drainage Hold Harmless Agreement.
Grading
18.Based upon a review of the proposed grading and the grading quantities shown on the
site plan, a grading permit for this project is required. Developer shall prepare and submit
plans and technical studies/reports as required by city engineer, post security and pay all
applicable grading plan review and permit fees per the city's latest fee schedule.
Dec. 6, 2023 Item #1 Page 10 of 41
Storm Water Quality
19.Developer shall comply with the city's Stormwater Regulations, latest version, and shall
implement best management practices at all times. Best management practices include
but are not limited to pollution control practices or devices, erosion control to prevent
silt runoff during construction, general housekeeping practices, pollution prevention and
educational practices, maintenance procedures, and other management practices or
devices to prevent or reduce the discharge of pollutants to stormwater, receiving water
or stormwater conveyance system to the maximum extent practicable. Developer shall
notify prospective owners and tenants of the above requirements.
20.Developer shall complete and submit to the city engineer a Determination of Project's
SWPPP Tier Level and Construction Threat Level Form pursuant to City Engineering
Standards. Developer shall also submit the appropriate Tier level Storm Water
Compliance form and appropriate Tier level Storm Water Pollution Prevention Plan
(SWPPP) to the satisfaction of the city engineer. Developer shall pay all applicable SW PPP
plan review and inspection fees per the city's latest fee schedule.
21. Developer shall complete the City of Carlsbad Standard Stormwater Requirement
Checklist Form. Developer is responsible to ensure that all final design plans, grading
plans, and building plans incorporate applicable best management practices (BMPs).
These BMPs include site design, source control and Low Impact Design (LID) measures
including, but not limited to, minimizing the use of impervious area (paving), routing run
off from impervious area to pervious/landscape areas, preventing illicit discharges into
the storm drain and adding storm drain stenciling or sign age all to the satisfaction of the
city engineer.
Dedications/Improvements
22.Prior to any work in city right-of-way or public easements, Developer shall apply for and
obtain a right-of-way permit to the satisfaction of the city engineer.
23.Developer shall design all proposed public improvements including but not limited to
(driveways, sidewalk, water backflow, curb drains, etc.) as shown on the site plan. These
improvements shall be shown on grading plans processed in conjunction with this project.
Additional public improvements required in other conditions of this resolution are hereby
included in the above list by reference. Developer shall pay plan check and inspection fees
using improvement valuations in accordance with the city's current fee schedule.
Developer shall apply for and obtain a right-of-way permit prior to performing work in the
city right-of-way.
24.Developer is responsible to ensure utility transformers or raised water backflow
preventers that serve this development are located outside the right-of-way as shown on
the site plan and to the satisfaction of the city engineer. These facilities shall be
constructed within the property.
Dec. 6, 2023 Item #1 Page 11 of 41
Utilities
25.Developer shall meet with the fire marshal to determine if fire protection measures (fire
flows, fire hydrant locations, building sprinklers) are required to serve the project.
NOTICE TO APPLICANT
An appeal of this decision to the City Council must be filed with the City Clerk at 1200 Carlsbad
Village Drive, Carlsbad, California, 92008, within ten (10) calendar days of the date of the Planning
Commission's decision. Pursuant to Carlsbad Municipal Code Chapter 21.54, section 21.54.150,
the appeal must be in writing and state the reason(s) for the appeal. The City Council must make
a determination on the appeal prior to any judicial review.
NOTICE
Please take NOTICE that approval of your project includes the "imposition" of fees, dedications,
reservations, or other exactions hereafter collectively referred to for convenience as
"fees/exactions."
You have 90 days from date of final approval to protest imposition of these fees/exactions. If
you protest them, you must follow the protest procedure set forth in Government Code Section
66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow
that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul
their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES
NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning,
grading, or other similar application processing or service fees in connection with this project;
NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE
similar to this, or as to which the statute of limitations has previously otherwise expired.
Dec. 6, 2023 Item #1 Page 12 of 41
PASSED, APPROVED, AND ADOPTED at a regular meeting of the Planning Commission of
the City of Carlsbad, California, held on Dec. 6, 2023, by the following vote, to wit:
AYES: Meenes, Stine, Sabellico, Merz
NAYES:
ABSENT: Hubinger, Kamenjarin, Lafferty
ABSTAIN:
PETER?.�a�
CARLSBAD PLANNING COMMISSION
ATTEST:
ERIC LARDY
City Planner
Dec. 6, 2023 Item #1 Page 13 of 41
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CDP 2021-0062
4874 Park Drive
SITE MAP
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Map generated on: 11/16/2023
Exhibit 2
Dec. 6, 2023 Item #1 Page 14 of 41
PROJECT ANALYSIS Exhibit 3
(GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS)
PROJECT ANALYSIS
The project is subject to the following regulations:
A.General Plan R-4 Land Use Designation
B.R-1-Zone (CMC Chapter 21.10)
C.Local Coastal Program (Mello II Segment), Coastal Development Procedures for the Mello II
Segment of the Local Coastal Program (CMC Chapter 21.201), and Coastal Resource
Protection Overlay Zone (CMC Chapter 21.203);
D.Growth Management (CMC Chapter 21.90)
E.California Environmental Quality Act Exemption (Environmental Statement)
The recommendation for approval of this project was developed by analyzing the project’s
consistency with the applicable regulations and policies. The project’s compliance with each of
the above regulations is discussed in detail within the sections below.
Because this project proposed detached single-family home on a separate legal lot, it is not
subject to City Council Policy No. 44 (Neighborhood Architectural Design Guidelines), therefore
the project is not required to demonstrate compliance with the City of Carlsbad Neighborhood
Architectural Design Guidelines.
A.General Plan R-4 Residential Land Use Designation
The project site has a General Plan Land Use designations of R-4 Residential which allows for
the development of single-family residences at a density range of 0-4 dwelling units per acre
(du/ac) with a Growth Management Control Point (GMCP) of 3.2 du/ac. The typical housing
type will be detached single-family (one dwelling per lot); however, on sites containing sensitive
biological resources, as identified in the Carlsbad Habitat Management Plan, development may
be clustered on smaller lots and may consist of more than one detached single-family dwelling
on a lot, two-family dwellings (two attached dwellings, including one unit above the other) or
multi-family dwellings (three or more attached dwellings), subject to specific review and
community design requirements.
The applicant proposes the demolition of the existing single-family residence and construct a new
2,603-square-foot, single-story, single-family residence, accessory dwelling unit (ADU), and a
pool. The proposal also consists of adding a 525-square-foot pergola in the front entry and a 306-
square-foot pergola behind the residence. The maximum height of the new residence is 15 feet
and 6-inches. No additional residences are proposed nor are changes proposed to the approved
subdivision. The existing density is below the minimum density range, however, pursuant to Land
Use Element Policy 2-P.7, residential development below the minimum of the density range is
allowed when one single-family dwelling is constructed on a legal lot that existed as of October
Dec. 6, 2023 Item #1 Page 15 of 41
PROJECT ANALYSIS
(GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS)
28, 2004. The subject lot was legally created in 1969. Therefore, the existing single-family
residence is consistent with the Elements of the city’s General Plan.
B. One-Family Residential (R-1) Zone (CMC Chapter 21.10)
The project is required to comply with all applicable regulations and development standards of
the Carlsbad Municipal Code (CMC) including the One-Family Residential Zone (CMC Chapter
21.10). Table “A” below shows how the project complies with the applicable requirements of
the RD-M zone.
TABLE A – R-1 ZONE DEVELOPMENT STANDARDS
STANDARD REQUIRED/ALLOWED PROPOSED
Front Yard Setback 20 feet minimum 20 feet
Side Yard Setback 5 feet minimum, or 10% of
the lot width (8.4 feet)*
8.9 feet (west side) and 8.6
feet (east side)
Rear Yard Setback 10 feet minimum, or twice the
required side yard (16.8 feet)*
62 feet
Building Height 30 feet for roof pitch ≥3:12 or
24 feet for roof pitch <3:12
15 feet 6 inches
Lot Coverage 40 percent 31.2 percent
Parking Two-car garage Two-car garage
*The side and rear setback requirements are based on a percentage of the lot width. The lot
width is 84 feet as measured at the horizontal distance of the required front yard setback.
The project would an existing residence and replace it with a new one in an area developed
primarily with other attached two-unit structures. The project maintains the existing character
of the residential housing in the immediate area. The project design (site and building), bulk, and
mass contributes positively to the existing community character and is compatible with the
established neighborhood and surrounding area. The existing residential character of sing-family
residential development would remain, consistent with the surrounding neighborhood. The
project complies with the provisions of CMC Chapter 21.10 with respect to the placement of
buildings, building height, lot coverage, and parking.
Dec. 6, 2023 Item #1 Page 16 of 41
PROJECT ANALYSIS
(GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS)
C. Conformance with the Coastal Development Regulations for Local Coastal Program (Mello
II Segment), the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201) and
the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203)
The project site is located within the Mello II Segment of the Local Coastal Program and is in the
appeal jurisdiction. The site is also located within and subject to the Coastal Resources
Protection Overlay Zone. The project’s compliance with each of these programs and ordinances
is discussed below:
1. Mello II Segment of the Certified Local Coastal Program and all applicable policies.
The project is located in the Mello II Local Coastal Program Segment.
The subject site has an LCP Land Use Plan designation of R-4 Residential, which allows for
single-family residences at a density range of 0-4 dwelling units per acre (du/ac) with a Growth
Management Control Point (GMCP) of 3.2 du/ac. Therefore, the project is consistent with the
Mello II Segment of the LCP.
The proposed residence will not obstruct views of the coastline as seen from public lands or
public right-of-way, nor otherwise damage the visual beauty of the Coastal Zone. No
agricultural uses or sensitive resources currently exist on this previously graded and developed
site. The proposed single-family residence is not located in an area of known geologic instability
or flood hazard. Given that the site does not have frontage along the coastline, no public
opportunities for coastal shoreline access or water-oriented recreational activities are available
from the subject site.
The project will adhere to the city’s Master Drainage Plan, Grading Ordinance, Storm Water
Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to
avoid increased urban run-off, pollutants and soil erosion. The subject property does not
include steep slopes (equal to or greater than 25% gradient) nor native vegetation. In addition,
the site is not located in an area prone to landslides, or susceptible to accelerated erosion,
floods or liquefaction.
D. Growth Management (CMC Chapter 21.90)
The proposed project is located within Local Facilities Management Zone 1 in the northwest
quadrant of the city. There will be no impact to public facilities because the addition is
proposed to be attached to an existing single-family residence and no addition residences are
proposed.
E. Environmental Statement (California Environmental Quality Act)
The California Environmental Quality Act (“CEQA”), and its implementing regulations (“CEQA
Guidelines”) adopted by the Secretary of the California Natural Resources Agency, list classes of
projects that have been determined not to have a significant effect on the environment and as
a result are exempt from further environmental review under CEQA. City staff completed a
Dec. 6, 2023 Item #1 Page 17 of 41
PROJECT ANALYSIS
(GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS)
review of the project and potential environmental impacts associated with the project pursuant
to CEQA and concluded that the project qualified for an exemption pursuant to CEQA
Guidelines section 15303(a) – New construction or conversion of small structures. Class 3
consists of construction and location of limited numbers of new, small facilities or structures;
installation of small new equipment and facilities in small structures; and the conversion of
existing small structures from one use to another where only minor modifications are made in
the exterior of the structure. One single-family residence in a residential zone is covered by this
section.
A notice of intended decision regarding the environmental determination was advertised on
Oct. 27, 2023 and posted on the city’s website. The notice included a general description of the
project, the proposed environmental findings, and a general explanation of the matter to be
considered. The findings and determination contained in that notice was declared as final on
the date of the noticed decision, unless appealed as provided by the procedures commencing in
Chapter 21.54 (Procedures, Hearings, Notices, and Fees) of the Zoning Ordinance.
During the 10-day public review period, the city received no comment letters from the public
regarding the prospective environmental determination. Since no appeal was filed and no
substantial evidence was submitted that would support a finding that the exemption
requirements would not be satisfied, the project was determined by the city planner to not
have a significant effect on the environment. The CEQA Determination letter is attached to this
staff report as Exhibit 5 and demonstrates that the project is categorically exempt from further
environmental review. The city planner’s written decision is final and the CEQA determination is
not within the Planning Commission’s purview. With the appropriate environmental clearances
in place, all the city’s procedural requirements and relevant aspects of CEQA have been
satisfied. In making this determination, the City Planner has found that the exceptions listed in
Section 15300.2 of the state CEQA Guidelines and Chapter 19.04 of the Municipal Code do not
apply to this project.
Dec. 6, 2023 Item #1 Page 18 of 41
Exhibit 4
Dec. 6, 2023 Item #1 Page 19 of 41
Dec. 6, 2023 Item #1 Page 20 of 41
CEQA DETERMINATION OF EXEMPTION
Subject: This California Environmental Quality Act (CEQA) Determination of Exemption is in compliance
with Carlsbad Municipal Code Section 19.04.060. An appeal to this determination must be filed
in writing with the required fee within ten (10) calendar days of the City Planner's decision
consistent with Carlsbad Municipal Code Section 21.54.140.
City Planner Decision Date:_O�c�t�o�be�r_2_7�2�0 _2 �3 ____________________ _
Project Number and Title: CDP2021-0062 and CDP2022-0017
Project Location -Specific: 4874 Park Drive/ APN 207-250-23-00
Project Location -City: �C..:..ar�ls�b�a:...:;d _____ _ Project Location -County: �Sa=n�D �ie�g�o ____ _
Description of Project: The project is a Coastal Development Permit (CDP2021-0062) to demolish an
existing single-family residence and construct a new 2,603-square-foot. single-story, single-family
residence and a pool. The site is subject to the R-4 General Plan Land Use Designation and is Zoned R-1-
8000 . .Access would continue to be provided by a private driveway off Park Drive. A separate Minor
Coastal Development Permit (CDP2022-0017) is being processed to construct an 800 SF detached
accessory dwelling unit behind the new residence. in the near the rear of the property.
Name of Public Agency Approving Project: =C.;..ait.._y=o..:..f =C=a:...:;rls=b:;.;:a=d'----------------
Name of Person or Agency Carrying Out Project: =C'-=it.._y=o-'-f =C=ar:...:;ls=b:;.;:a=d'---------------
Name of Applicant: _St_e_fa_n_i _e _Y_e_rk_e_s ________________________ _
Applicant's Address: 3255 Canyon ST Carlsbad. CA 92008-1123
Applicant's Telephone Number: �6 =19�-=8=1�6-�0=3�7�3 ____________________ _
Name of Applicant/Identity of person undertaking the project (if different from the applicant above):
NA
Exempt Status: (Check One) D Minister ial (Section 21080(b)(l); 15268); D Declared Emergency (Section 21080(b)(3); 15269(a)); D Emergency Project (Section 21080(b)(4); 15269 (b)(c));
[2] Categorical Exemption -State type and section number: Categorical Exemptions: Section 15303(a)
and e D Statutory Exemptions -State code number: ___________________ _ D Common Sense Exemption (Section 15061(b)(3))
Reasons why project is exempt: Class 3 consists of new construction or conversion of small structures;
installation of small new equipment and facilities in small structures; and the conversion of existing small
structures from one use to another where only minor modifications are made in the exterior of the structure.
The numbers of structures described in this section are the maximum allowable on any legal parcel.
The project is eligible for the categorical exemption and none of the exceptions to categorical exemptions
listed in the CEQA Guidelines§ 15300.2 or Chapter 19.04 of the Municipal Code have been triggered (see
below). and no substantial evidence has been submitted to the city that would support a finding that the
exemption requirements would not be satisfied. The project site is in an urbanized area zoned for
residential use and the design of the map, site development. and the types of improvement would not
cause serious public health or safety problems since the project would not degrade the levels of service
Revised 07 /21
Exhibit 5
Dec. 6, 2023 Item #1 Page 21 of 41
Dec. 6, 2023 Item #1 Page 22 of 41
Dec. 6, 2023 Item #1 Page 23 of 41
LIST OF ACRONYMS AND ABBREVIATIONS Exhibit 6
This is a list of acronyms and abbreviations (in alphabetical order) that are commonly used in staff
reports.
Acronym Description Acronym Description
APA American Planning Association LCPA Local Coastal Program Amendment
APN Assessor Parcel Number LOS Level of Service
AQMD Air Quality Management District MND Mitigated Negative Declaration
BMP Best Management Practice NCTD North County Transit District
CALTRANS California Department of
Transportation
ND Negative Declaration
CC City Council PC Planning Commission
CCR Conditions, Covenants and Restrictions PDP Planned Development Permit
CEQA California Environmental Quality Act PEIR Program Environmental Impact Report
CFD Community Facilities District PUD Planned Unit Development
CIP Capital Improvement Program ROW Right of Way
COA Conditions of Approval RWQCB Regional Water Quality Control Board
CofO Certificate of Occupancy SANDAG San Diego Association of Governments
CT Tentative Parcel Map SDP Site Development Permit
CUP Conditional Use Permit SP Specific Plan
DIF Development Impact Fee SWPPP Storm Water Pollution Prevention
Program
DISTRICT City Council Member District Number TM Tentative Map
EIR Environmental Impact Report ZC Zone Change
EIS Environmental Impact Statement
(federal)
EPA Environmental Protection Agency
FEMA Federal Emergency Management
Agency
GP General Plan
GPA General Plan Amendment
GIS Geographic Information Systems
HCA Housing Crisis Act 2019
IS Initial Study
Dec. 6, 2023 Item #1 Page 24 of 41
COVER PAGE
4874 PARK DR.CARLSBAD, CA 92008
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
DE
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IN
D
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S
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:
48
7
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P
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.
DRAWN BY
JF
DRAWING NAME
PROJECT ISSUE/DATE:
8.05.2023
1. ALL CONSTRUCTION SHALL EXCEED THE LATEST EDITION OF CODES ADOPTED
BY THE LOCAL GOVERNING AGENCIES. THESE SHALL INCLUDE: THE CALIFORNIA
BUILDING CODE-2019, CALIFORNIA ELECTRIC CODE-2019, CALIFORNIA PLUMBING
CODE-2019, CALIFORNIA MECHANICAL CODE-2019, TITLE 24 W/ 2019
REQUIREMENTS AND ALL OTHER HEALTH AND SAFETY CODE ORDINANCES AND
REQUIREMENTS ADOPTED BY GOVERNING AGENCIES.
2. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY. THEY ARE
NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO SELECT, VERIFY, RESOLVE AND INSTALL ALL MATERIALS
AND EQUIPMENT PROPERLY AND PER MANUFACTURERS RECOMENDATIONS.
3. THE DESIGNER WILL NOT BE OBSERVING THE CONSTRUCTION OF THIS
PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE QUALITY
CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT.
4. THE SOILS REPORT FOR THIS PROJECT WAS PREPARED BY:
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL COMPLIANCE WITH
ALL RECOMMENDATIONS OF THE SOILS REPORT INCLUDING CONSTRUCTION,
GRADING DRAINAGE AND FOUNDATION INSPECTION. THE CONTRACTOR SHALL
HAVE THE SOILS ENGINEER REVIEW AND APPROVE IN WRITING THAT THE
FOUNDATION AND SITE DESIGN ARE IN CONFORMANCE WITH THE SOILS REPORT
PRIOR TO COMMENCEMENT OF WORK.
5. PRIOR TO THE CONTRACTOR REQUESTING FOUNDATION INSPECTION, THE
SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A) THE
BUILDING ESCAVATION AND PAD WERE PREPARED IN ACCORDANCE WITH SOILS
REPORT. B) THE FOUNDATION FORMING AND GRADING COMPLY WITH SOILS
REPORT AND APPROVED PLANS.
6. SOILS ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING
SERVICES DURING THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION
PERS SOILS REPORT RECOMMENDATINS. INSPECTION AND TESTING REPORT
SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT.
7. ALL DOWNSPOUTS SHALL BE CONNECTED TO AN APPROVED DRAIN SYSTEM.
SEE SOILS REPORT RECOMMENDATIONS.
8. FINSIH GRADE WILL SLOPE AWAY FROM BUILDING PERIMETER AT A MINIMUM OF
2 PERCENT FOR 5'-0" AWAY FROM THE BUILDING OR AS INDICATED IN SOILS
REPORT. SEE SOILS REPORT FOR CONFIRMATION.
9. ALL HOMES WILL BE PRE-PLUMBED FOR FUTURE SOLAR PANELS.
10. COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2019
ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT.
REGISTERED, SIGNED AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R AND
CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR
BUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR
BUILDING OWNER.
11. ALL NEW RESIDENTIAL UNITS SHALL INCLUDE PROVISIONS SPECIFICALLY
DESIGNED TO ALLOW LATER INSTALLATION OF ANY SYSTEM WHICH UTILIZES
SOLAR AS AN ALTERNATIVE ENERGY SOURCE.
12. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY MUNICIPAL CODE
WHICH INCLUDES AMENDMENTS TO THE 2019 CALIFORNIA CODE REGULATIONS.
GENERAL NOTES
TYPE OF CONSTRUCTION: V-B (SPRINKLERED)
OCCUPENCY GROUP: RESIDENTIAL R-3
AC-1.0 COVER SHEET
AN-1.1 GENERAL NOTES
AN-1.2 GENERAL NOTES
A-1.0 PLOT PLAN
A-2.0 NEW CONSTRUCTION
A-3.0 ROOF PLAN
A-4.0 RCP/ELECTRICAL PLAN
A-5.0 SECTION CUTS
A-6.0 EXTERIOR ELEVATIONS
A-6.1 EXTERIOR ELEVATIONS
SCALE
N.T.S.
APN# 207-250-2300
TITLE 24
TITLE 24
S1.0 STRUCTURAL SHEET TITLE
S1.1 STRUCTURAL SHEET TITLE
S2.0 FOUNDATION PLAN
S2.1 FOUNDATION PLAN
S2.2 FRAMING PLAN
S3.0 STRUCTURAL DETAILS
S3.1 STRUCTURAL DETAILS
WSW1
WSW1.1
WSW2
WSW4
PROPOSED DETACHED ADU 800 SQ.FT.
PROPOSED RESIDENCE 2,572 SQ.FT.
EXISTING LOT SIZE 12,733 SQ.FT.
PROPOSED TOTAL LOT COVERAGE
(INCL. POOL)
3,973SQ.FT.
PROPOSED TOTAL LOT COVERAGE %
(INCL. POOL)
31.20%
PROPOSED POOL 179 SQ.FT.
PROPOSED BUILDING COVERAGE
(INC. GARAGE)
3,794 SQ.FT.
PROPOSED BUILDING LOT COVERAGE %29.79%
PROPOSED GARAGE 422 SQ.FT.
PROPOSED RESIDENCE
PROPOSED ADU
C1 CIVIL GRADING SHEET TITLE
C2 CIVIL CUT/FILL SHEET
C3 CIVIL DRAINAGE/SECTIONS
C4 CIVIL SWPPP
C5 CIVIL SWPPP
USE: SINGLE FAMILY RESIDENTIAL
ZONING: R-1
LEGAL DESCRIPTION: TR 6529 LOT 109
SINGLE STORY
CARLSBAD UNIFIED SCHOOL DISTRICT
CARLSBAD MUNICIPAL WATER DISTRICT
CMWD FOR WATER & SEWER
ACCESS PROVIDED BY PARK DRIVE
CDP 2021-0062
CDP 2022-0017
PROPOSED HEIGHT OF HOME: 15'-8"
SCOPE OF WORK
1. CONSTRUCT NEW SINGLE STORY RESIDENCE.
2. CONSTRUCT 800 SQ. FT. DETACHED ACCESSORY DWELLING UNIT.
3. CONSTRUCT DIPPING POOL W/ OUTDOOR SHOWER.
4. ADD PERGOLA TO RESIDENCE FRONT YARD/ENTRY, BACK PATIO &
ADU FACADE.
5. UPGRADE WATER LINE SET WITH 1" METER.
ABV ABOVE
AFF ABOVE FINISH FLOOR
AC ACCESSORIES
ACF ACCESS FLOORING
AP ACCESS PANEL
ACT ACOUSTICAL TILE
AWT ACOUSTICAL WALL TREATMENT
ADJ ADJUSTABLE
A/C AIR CONDITIONING
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZED
L ANGLE
APPROX APPROXIMATE
ARCH ARCHITECT (URE)(URAL)
@ AT
A/V AUDIOVISUAL
AUTO AUTOMATIC
AUX AUXILIARY
AVG AVERAGE
BQ BANQUETTE
BN BENCH
BLW BELOW
BET BETWEEN
BVL BEVELED
BLK(G) BLOCK (ING)
BD BOARD
BC BOOKCASE
BS BOTH SIDES
BO BOTTOM OF
BRKT BRACKET
BLDG BUILDING
CAB/C CABINET
CPT CARPET
CLG CEILING
C CENTER LINE
C/C CENTER TO CENTER
CT CERAMIC TILE
CH CHAIR
CLR CLEAR
CLO CLOSET
CW COLD WATER
CWS COLD WATER SUPPLY
COL COLUMN
COMB COMBINATION
COMPR COMPRESS/COMPRESSIBLE
CONC CONCRETE/CONCEALED
CMU CONCRETE MASONRY UNIT
CONN CONNECT (ION)
CJ CONSTRUCTION/CONTROL JOINT
CONT CONTINUOUS
CONTR CONTRACTOR
CONST CONSTRUCTION
CTR COUNTER
CR CREDENZA
D DEPTH
DK DESK
DET DETAIL
DIAG DIAGONAL
DIA/O DIAMETER
DIM DIMENSION
DW DISHWASHER
DISP DISPENSER
DISTR DISTRIBUTION
DIV DIVISION
DR DOOR
DN DOWN
DWG DRAWING
DF DRINKING FOUNTAIN
EA EACH
E EAST
EDF ELECTRIC DRINKING FOUNTAIN
ELEC ELECTRIC (AL)
EWC ELECTRIC WATER COOLER
EL ELEVATION
ELEV ELEVATOR
ENCL ENCLOSURE
EQ EQUAL/EQUIPMENT
EQUIP EQUIPMENT
EXH EXHAUST
EXIST EXISTING
EJ EXPANSION JOINT
EXP EXPOSED
EXT EXTERIOR
EXT'D EXTRUDED
FA FABRIC
FAB FABRICATION
FTP FABRIC TACK PANEL
FWC FABRIC WALL COVERING
FT FEET/FOOT
FC FILE CABINET (METAL)
FIN FINISH (ED)
FF FINISHED FLOOR
FE FIRE EXTINGUISHER
FHV FIRE HOSE VALVE
FP FIRE PROOF (ING)
FIXT FIXTURE
FL FLOOR
FD FLOOR DRAIN
FLMTD FLOOR MOUNTED
FLUOR FLUORESCENT
FS FULL SIZE
FUT FUTURE
GA GAGE/GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GL GLASS
GR GRAPHICS
GND GROUND
GRT GROUT
GYP BD GYPSUM BOARD
HCP HANDICAPPED
HDW HARDWARE
HDWD HARD WOOD
HVAC HEATING VENTILATING & AC
HGT/H/HT HEIGHT
HEX HEXAGON (AL)
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HC HOLLOW CORE
HW HOT WATER
INCAND INCANDESCENT
INCL INCLUDE (D)(ING)
INFO INFORMATION
ID INSIDE DIAMETER/INSIDE DIM.
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JT JOINT
J-BOX JUNCTION BOX
KPL KICK PLATE
KIT KITCHEN
KO KNOCKOUT
LBL LABEL
LAM LAMINATE
LA LAMP
LAV LAVATORY
LQ LACQUER
LE LEATHER
LH LEFT HAND
LS LIBRARY SHELVING
LT(G) LIGHT(ING)
LTWT LIGHTWEIGHT
LF LINEAR FOOT
LK LOCKER
LG/L LONG/LENGTH
LP LAM LOW PRESSURE LAMINATE
LVT LUXURY VINYL TILE
MFR MANUFACTURER
MAS MASONRY
ML MATCH LINE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MTL METAL
MID MIDDLE
MW MILLWORK
MIN MINIMUM
MISC MISCELLANEOUS
MRB MARBLE
MOD MODULE
MLDG MOULDING
MTD MOUNTED
MTG MOUNTING
MUL MULLION
MP MOVABLE PARTITION
NRC NOISE REDUCTION COEFFICIENT
NOM NOMINAL
N NORTH
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NO NUMBER
OFF OFFICE
OC ON CENTER
OPNG OPENING
OPP OPPOSITE
OPHD OPPOSITE HAND
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OA OVERALL
OVHD OVERHEAD
P/PNT PAINT
PTD PAINTED
PNL PANEL
PTR PRINTER
PTN PATTERN
PED PEDESTAL/STAND
PL PLANT/PLANTER
PLAS PLASTER
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
POL POLISHED
LB(S) POUND(S)
PVC POLY VINYL CHLORIDE
PSI POUNDS PER SQUARE INCH
QTY QUANTITY
QT QUARRY TILE
R RADIUS/RISER(S)
RTD RATED
RCVG RECEIVING
RECPT RECEPTACLE
RECEP RECEPTION
RE REFER/REFERENCE
REFL REFLECTED
RA RETURNED AIR
REINF REINFORCE(D)(ING)
REQ'D REQUIRED
RT RESILIENT TILE
RB RESILIENT BASE
REV REVISION
RH RIGHT HAND
RM ROOM
RO ROUGH OPENING
RND ROUND
RU RUG
RB RUBBER
SCHED SCHEDULE(D)
STG SEATING
SECT SECTION
SERV SERVICE
SHT SHEET
SIM SIMILAR
SD SMOKE DETECTOR
SC SOLID CORE
STC SOUND TRANSMISSION CLASS
S SOUTH
SPEC SPECIFICATION/SPECIAL
SQ SQUARE
SS STAINLESS STEEL/SOLID SURFACE
STD STANDARD
SNT SEALANT
STL STEEL
SO SOFA
STN STONE
STOR STORAGE
STRUC STRUCTURAL/STRUCTURE
SUP SUPPORT
SURF SURFACE
SUSP SUSPENDED
SW SWITCH
SYM SYMMETRICAL
TA TABLE
TB TACKBOARD
TEL TELEPHONE
TEMP TEMPERATURE
THK THICK(NESS)
THRES THRESHOLD
T&G TONGUE AND GROOVE
TO TOP OF
TOS TOP OF SLAB
T TREAD(S) / TILE
TYP TYPICAL
UC UNDERCUT
UL UNDERWRITERS LABORATORY
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
UTIL UTILITY
VB VAPOR BARRIER
VAR VARIE(S)(D)
VNR VENEER
VERT VERTICAL
VAT VINYL ASBESTOS TILE
VCT VINYL COMPOSITION TILE
VWC VINYL WALL COVERING
VEST VESTIBULE
WTW WALL TO WALL
WC WATER CLOSET
WH WATER HEATER
WP WATERPROOF
WGT WEIGHT
W WIDTH/WEST
WIN WINDOW
WW WINDOW WALL
WT WINDOW TREATMENT
W/ WITH
W/O WITHOUT
WD WOOD/WOOD VENEER
WDF WOOD FLOORING
WDB WOOD BASE
WS WORK STATION
YD YARD
ELEVATION REFERENCE KEY
ID
-
X
.
X
/
X
X
SECTION KEY
DETAIL TAG
PLYWOOD SUBSTRATE
FINISH GRADE WOOD
STOCK
PLASTIC LAMINATE/
METAL STUD FRAMING
WOOD STRUCTURAL FRAMING
WOOD BLOCKING
WD VENEER ON
SUBSTRATE
GRAPHICS LEGEND
GYPSUM BOARD
CONTACTS SHEET INDEX
CONTACT
STEFANIE YERKES
TEL: 619.816.0373
STEFANIEYERKES@GMAIL.COM
CONTRACTOR
DERRICK WHITE
TEL: 858.215.0329
DERRICKW@YAHOO.COM
DUPLEX RECEPTICLE OUTLET 20A, 125V, +18"
DEDICATED VOICE/DATA LINE
DEDICATED CIRCUIT FLOOR RECEPTICLE OUTLET 20A, 125V
TV DESIGNATION
DUPLEX FLOOR RECEPTICLE OUTLET 20A, 125V
VOICE /DATA FLOOR RECEPTICLE OUTLET
CABLE FLOOR RECEPTICLE OUTLET
CABLE OUTLET
FRESH WATER LINE
GROUND FAULT INTERRUPT OUTLET
CUSTOM WALL MOUNTED FIXTURE
J-BOX FOR PENDANT OR ACCENT FIXTURE
RECESSED CAN
SPECIALTY LIGHTING/ CEILING OUTLET
CUSTOM CEILING FAN
STANDARD WALL WASHER
TRACK LIGHTING
GFI
SINGLE SWITCH
DIMMER SWITCH
3- WAY SWITCH
RECESSED VENT FAN
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
EXISTING WALL
PROPOSED WALL
EXISTING WALL TO BE REMOVED
DRAFTSMAN
INDIO WHITE
JASON TEL: 760.978.2999
TINA TEL: 760.978.3129
DESIGN@INDIOWHITE.COM
MILLWORK
PROVIDED
BY CONTRACTOR
EXISTING BUILT-IN TO BE REMOVED
GENERAL ABBREVIATIONS
TV
J
S
S
S
D
3
X
XX
AC-1.0
ELECTRIC VEHICLE READY OUTLET
DEFERRED SUBMITTAL
1. FIRE SPRINKLER PLAN
2. SOLAR PLAN
3. POOL PLAN
4. ROOF TRUSS
VICINITY MAP
SHEET AN-2.0
OWNER
JESUS MONZON
803 SAN LUIZ REY AVE.
CORONADO, CA 92118
TEL: 619.838.7880
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 25 of 41
CONSTRUCTION SPECIFICATIONS
NOTES
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
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PROJECT ISSUE/DATE:
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SCALE
N.T.S.
AN-2.0
VICINITY MAP
PROJECT SITE
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 26 of 41
CONSTRUCTION SPECIFICATIONS CONT.
NOTES
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
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PROJECT ISSUE/DATE:
8.05.2023
ADDITIONAL ELECTRICAL CONDITIONS:
A. ARC-FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTION SHALL BE PROVIDED FOR ALL NEW AND REPLACED 120-VOT,
SINGLE PHASE, 15- AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN DWELLING UNIT BY ANY MEANS DESCRIBED IN
210.12 (A)(1) THROUGH (6) OF ARTICLE 210.12 AND PER ARTICLE 406.4 (D)(4) OF THE 2019 CEC. (KITCHENS, FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, BEDROOMS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS).
B. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION SHALL BE PROVIDED FOR ALL 125-VOLT, SINGLE PHASE, 15-
AND 20- AMPERE RECEPTACLES INSTALLED PER ARTICLE 210.8 (A)(1) THROUGH (10) OF THE 2019 CEC IN BATHROOMS,
GARAGES, NON-HABITABLE ACCESSORY BUILDINGS, OUTDOOR LOCATIONS CRAWLS SPACES, UNFINISHED BASEMENTS,
KITCHENS, AREAS WITHIN 6 FEET OF A SINK OR BATHTUBS AND SHOWER STALLS.
C. THE BATHROOM EXHAUST FAN SHALL BE EQUIPED WITH A BACKDRAFT DAMPER AND SHALL BE ENERGY STAR COMPLIANT
WITH A MINIMUM EXHAUST RATE OF 50 CFM.
D. RECESSED LIGHT FIXTURES IN INSULATED CEILINGS SHALL BE A LISTED ZERO-CLEARANCE INSULATION COVER (IC) TYPE,
CERTIFIED AIR TIGHT (ASTM E283) AND SEALED WITH A GASKET OR CAULKED BETWEEN THE HOUSING AND CEILING.
FIXTURES SHALL BE CERTIFIED TO COMPLY WITH SECTION 110.9 AND ALLOW BALLAST MAINTENANCE AND REPLACEMENT TO
BE READLITY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW (CEnC 150.0(k) 1C.
E. LUMINAIRES RECESSED INTO CEILINGS MUST MEET ALL OF THE REQUIREMENTS FOR INSULATION CONTACT (IC) LABELING,
AIR LEAKAGE, SEALING, MAINTENANCE AND SOCKET AND LIGHT SOURCE AS DESCRIBED IN CEnC 150.0 (k)1C. A JA8-2019E
LIGHT SOURCE RATED FOR ELEVATED TEMPERATURE MUST BE INSTALLED BY FINAL INSPECTION IN ALL RECESSED CEILING
DOWNLIGHT LUMINAIRES.
F. A MINIMUM 15-AMP CIRCUIT FOR THE DISHWASHER AND A 15-AMP CIRCUIT FOR THE GARBAGE DISPOSAL SHALL BE
PROVIDED.
G. A DEDICATED CIRCUIT FOR THE KITCHEN HOOD SHALL BE PROVIDED. [CEC 210.52 (B)(2)].
H. INDIVIDUAL DEDICATED CIRCUITS ARE REQUIRED FOR ALL MAJOR APPLIANCES [CEC 210.11 (C)(1) & 422.10 (A).
ADDIT. PLUMBING NOTES:
A. NEW PLUMBING FIXTURES SHALL COMPLY WITH DIVISION 4.3 OF THE CALIFORNIA GREEN
BUILDING STANDARSD CODE (CALGREEN). WATER CLOSETS SHALL NOT EXCEED A FLUSH VOLUM OF
1.28 GALLONS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS
PER MINUTE AT 60 PSI. THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT
EXCEED A FLOW RATE OF 1.2 GALLONS PER MINUTE AT 60 PSI. SHOWERHEADS SHALL HAVE A
MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE MEASURED AT 80 PSI.
B. WATER CLOSETS INSTALLED IN RESIDENTIAL OCCUPANICES SHALL MEET OR EXCEED THE
MINIMUM PERFORMANCE CRITERIA DEVELOPED FOR CERTIFICATION OF HIGH EFFICIENCY TOILETS
UNDER THE WATERSENSE PROGRAM SPONSORED BY THE U.S. ENVIROMENTAL PROTECTION
AGENCY (EPA) (2019 CPC 411.2.3). SCALE
N.T.S.
AN-2.1
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 27 of 41
NOTES
GREEN BUILDING CODE REQUIREMENTS
a.) PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL SHALL MANAGE
STORM WATER DRAINAGE DURING CONSTRUCTION BY ONE OF THE FOLLOWING:
A. RETENTION BASINS. B. WHERE STORM WATER IS CONVEYED TO A PUBLIC
DRAINAGE SYSTEM, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM,
WATTLE OR OTHER APPROVED METHOD. CGC 4.106.2
b.) SURFACE WATER TO BE DIRECTED AWAY FROM THE BUILDING FOUNDATION AT A
GRADIENT OF 5% WITHIN THE FIRTS 10 FEET (2%) FOR IMPERVIOUS SURFACES.
EXEPTION: ADDITION NOT ALTERING THE DRAINAGE PATH.
e.) A MINIMUM OF 65% OF ALL CONSTRUCTION WASTE SHALL BE RECYCLED OR
SALVAGED FOR REUSE. CGC 4.408.2
g.) DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED. CGC 4.504.1
h.) VOC'S MUST COMPLY WITH THE LIMITATION LISTED IN SEC. 4/504.3 AND TABLES
4/504.1, 4.504.2, 4.504.3, AND 4.504.5 FOR ADHESIVES, PAINTS AND COATING
CARPET AND COMPOSITION WOOD PRODUCTS. CGC 4.504.2
i.) MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED
IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF
3 METHODS SPECIFIED IN SEC. 4.505.3. BUILDING MATERIALS WITH VISIBLE SIGNS
OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. MOISTURE CONTENT
MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED
IN CGC 4.505.3.
j.) ELECTRICAL VEHICLE SUPPLY EQUIPMENT (EVSE) IS REQUIRED IN NEW ONE- AND
TWO- FAMILY DWELLINGS AND TOWNHOMES WITH ATTACHED GARAGES. A MIN. 1"
CONDUIT ORIGINATING FROM A PANEL ORIGINATING FROM SERVICE PANEL TO HAVE A
SPARE 40 AMPERE 240V CAPACITY TERMINATING IN BOX LOCATED IN CLOSE
PROXIMITY TO FUTURE EV CHARGER.
INDIO WHITE DOES NOT TAKE ANY RESPONSIBILITY FOR
THE CONSTRUCTION OR CONTROL OF THE JOB. INDIO
WHITE'S RESPONSIBILITY IS SOLELY LIMITED TO THE
DRAWING OF THESE PLANS TO COMPLY WITH ALL
STATE, COUNTY AND CITY BUILDING CODES FOR THE
APPROVAL OF THE BUILDING OFFICIALS TO ISSUE A
BUILDING PERMIT. ANY CHANGES TO THESE PLANS
WITHOUT THE APPROVAL OF INDIO WHITE WILL
ABSOLVE INDIO WHITE FROM ANY RESPONSIBILITY FOR
THESE PLANS.
DRAINAGE
PATH KEY
NOTE:
ALL STORM WATER RUNOFF FROM PROPOSED
AND/OR REPLACED IMPERVIOUS AREAS SHALL BE
ROUTED TO PERVIOUS SURFACES OR
LANDSCAPING PRIOR TO REACHING THE PUBLIC
DRAIN SYSTEM
NOTE:
ONLY DRIVEWAY IMPROVEMENT & 42"
HIGH PERIMETER WALL WILL BE
PERFORMED IN THE RIGHT-OF-WAY.
ENCROACHMENT AGREEMENT
REQUIRED.
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
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DRAWING NAME
PROJECT ISSUE/DATE:
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7'-6 3/4"
8.66'
8'-9 1/2"
12.27'
8.95'
4'
-
6
"
PLOT PLAN
SCALE: 1" = 10' - 0"
SCALE
N.T.S.
EX. 4" SEWER LINE TO BE
VERIFIED BY
CONTRACTOR OR OWNER
S
S
PARK DRIVE
THIS PROJECT SHALL COMPLY WITH THE:
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ENERGY CODE (CEC)
2019 CALIFORNIA FIRE CODE (CFC)
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
1.
SHEET NOTES
PERIMETER WALL TO HAVE 15" X 12"
FOOTING
PROPOSED RETAINING WALL
(SEE STRUCTURAL)
SIDEWALK
SIDEWALK
PROPOSED
OUTDOOR
SHOWER
PROP. 4" CONC.
SLAB
NEW GAS/ELEC./WATER METER/
BACKFLOW PREVENTER
S
S
S
S
2.FIRE SPRINKLER PLAN TO BE
SUBMITTED W/ APPLICATION PACKET
NEW POOL
EQUIPMENT
NEW TANKLESS WATER
HEATER
EX. CONC. BROW DITCH
MULTI-ZONE
DUCTLESS MINI-
SPLIT SYSTEM
3.ADU PHOTOVOLTAIC TO BE RESIDENCE
MOUNTED. 1.41 kWdc MIN.
PHOTOVOLTAIC
SYSTEM
PROPOSED
PERGOLA
PROPOSED
PERGOLA
S
S
S
BEGINNING OF 6' CONC. BLOCK
PERIMETER WALL, PLASTER
RENDERED. ACTUAL LOCATION
DETERMINED BY ENGINEER.
BEGINNING OF 6' CONC. BLOCK
PERIMETER WALL, PLASTER
RENDERED. ACTUAL LOCATION
DETERMINED BY ENGINEER.
PROP. 4"
CONC. SLAB
ADU TO BE PROCESSED UNDER
SEPARATE PERMIT: CDP 2022-0017
4.
PROPOSED
CONC. BROW
DITCH
IF EX. CONC. SLAB DOES NOT MEET
GEOTECHNICAL RECOMMENDATIONS
THEN IT WILL NEED TO BE REMOVED
AND REPLACED W/ NEW CONC. SLAB.
5.
13.23'
19
'
-
0
"
7'-0
"
8'-5 1/2"
11
'
-
0
"
16'-0"
1'-9"
8.66'
8'-10 3/4"
20
'
-
0
"
48
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N
89.50'
1
9
2
.
9
5
'
18
8
.
4
3
'
29.68'
CL
PROPOSED
RESIDENCE
PL
PL
PL
PL
PROPOSED
ADU
PROPOSED
DIPPING
POOL
NEW 4" SEWER LATERAL
TO BE TIED INTO EX. LINE.
TO BE VERIFIED BY
CONTRACTOR OR OWNER
17. PER CGBSC SEC. 4303.2, PLUMBING FIXTURES (WATER
CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND
SHOWERHEADS SHALL BE INSTALLED IN ACCORDANCE
WITH THE CALIFORNIA PLUMBING CODE (CPC) AND TABLE
1401.1 OF THE CPC.
18. PER 2016 GREEN CODE SEC 4503.1 ANY INSTALLED GAS
FIREPLACE SHALL BE DIRECT-VENT SEALED-COMBUSTION
TYPE. ANY INSTALLED WOODNOTES, PELLET STOVES AND
FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL
ORDINANCES.
19. PER 2016 GREEN CODE SEC 4.506.1 MECHANICAL EXHAUST
FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL
COMPLY WITH THE FOLLOWING:
l.- FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED
TO GERMINATED OUTSIDE THE BUILDING
2.- UNLESS FUNCTIONAL AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A
HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT
CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANG OF 50 TO 80 PERCENT.
20. ALL ABS AND PVC PIPING AND FITTINGS SHALL BE ENCLOSED
WITHIN WALLS AND FLOORS COVERED WITH “TYPE X 6YPSUM
BOARD" OR SIMILAR ASSEMBLIES THAT PROVIDE THE SAME
LEVEL OF FIRE PROTECTION. PROTECTION OF MEMBRANE
PENETRATIONS IS NOT REQUIRED.
21. ALL LUMINARIES MOUNTED TO HE BUILDING OR TO OTHER
BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY
BOARD" OR SIMILAR ASSEMBLIES THAT PROVIDE THE SAME
LUMINARIES OR MUST BE CONTROLLED BY A MOTION SENSOR
AND CONTROLLED BY ONE OF THESE:
PHOTOCONTROL OR ASTRONOMICAL TIME CLOCK OR ENERGY
MANAGEMENT CONTROL SYSTEM (EMCS)
22. SHOWER COMPARTMENTS AND BATHTUBS WITH INSTALLED
SHOWER HEADS SHALL BE FINISHED WITH A NONABSORBENT
SURFACE THAT EXTENDS TO A HEIGHT NOT LESS THAN 6 FEET
ABOVE THE FLOOR.
23. KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8
GALLONS PER MINJTE AT 60 PSI. KITCHEN FAUCETS MAY
TEMPORARILY INCREASE THE FLOW RATE TO A MAXIMUM OF
2.2 GALLONS PER MINUTE AT 60 PSI BUT MUST DEFAULT BACK TO
THE 1.8 GALLONS PER MINUTE.
24. SPECIFY ON THE PLANS THAT ANY EXISTING SMOKE ALARMS
THAT ARE MORE THAN IO YEARS OLD WILL BE REPLACED.
NOT EVERY NOTE APPLIES TO THIS PROJECT.
GENERAL NOTES:
1. SMOKE ALARMS SHALL BE PROVIDED IN EVERY EXISTING AND NEW BEDROOM.
(HARD WIRED W/ BATTERY BACK-UP)( INSTALLATION OF SMOKE ALARM
WILL COMPLY WITH CRC SEC R3I4 )
2. PROVIDE WATER CLOSET WITH A MAXIMUM FLOW
OF 128 GALLONS FLUSH (GPF)
3. PROVIDE LAVATORY FAUCETS WITH A MAXIMUM FLOW
OF 1.2 GALLONS PER MINUTE (GMP)
4. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW
OF 2.0 GALLONS PER MINUTE (GPM)
5. PROVIDE MIXING VALVES AT SHOWER AS PER UPC SEC 420
6. BATHROOMS REQUIRE EXHAUST FANS (MINIMUM 50 CM) CFM AND
NOISE RATING ("SONE") (GENERALLY 3 SONE MAX- AS USED INTERMITTENTLY). ALL
INSTALLED EXHAUST FANS MUST BE SPECIFIED
AT A NOISE RATING OF A MAXIMUM | "SONE"
FOR THE CONTINUOUS USE OR MAXIMUM 3 "SONE"
FOR THE INTERMITTENT USE.
7. EGRESS WINDOWS SHALL HAVE A MAX. OF 44" SILL HEIGHT.
8. NO PVC. STATE HEALTH & SAFETY CODE SEC. 714214
10d @ 12" O.C. F.N.
9. ALL EXTERIOR AND INTERIOR WALLS ARE 2x4 @ 16" O.C. U.N.O. PER PLAN
10. MINIMUM CLEARANCES OF I5" FROM THE
CENTER LINE OF WATER CLOSET & 24" IN FRONT OF WATER CLOSETS.
11. PERMANENT VACUUM BREAKERS SHALLBE INCLUDED WITH ALL NEW HOSE BIBBS".
12. STATE HEALTH SAFETY CODE SEC. 174214 BANS THE USE OF CHLORINATED
POLYVINYL CHLORIDE (CPVC) FOR INTERIOR WATER-SUPPLY PIPING.
13. TUB/SHOWERS WALLS: COVER WALLS AND CEILINGS IN TUB &
SHOWER COMPARTMENTS W/ 15# FELT. MATERIALS USED ON SUCH WALLS SHALL
BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE.
14. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN DWELLING UNITS AND IN
SLEEPING UNITS WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING
UNITS THAT HAVE ATTACHED GARAGES, SEC. (R315.1)
15. ALL PLUMBING FIXTURES AND FITTINGS WILL BE WATER CONSERVING AND WILL
COMPLY WITH THE 2016 COBSC SEC. 4303.1.
16. PER 2016 CGBSC SEC. 4303.2, PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND
FITTINGS (FAUCETS AND SHOWERHEADS) SHALL BE INSTALLED IN ACCORDANCE
WITH THE CALIFORNIA PLUMBING CODE (CPC) AND TABLE 1401.1 OF THE CPC.
NOTES:
1. SLEEPING ROOMS MUST HAVE AN OPERABLE WINDOW OR EXTERIOR DOOR
FOR EMERGENCY MEANS OF EGRESS WHICH OPENS DIRECTLY ONTO PUBLIC STREET,
ALLEY, YARD OR EXTERIOR COURTYARD. PROVIDE SILL HEIGHT NOT OVER 44" ABOVE
FLOOR, 5.1 SQ. FT. OF OPERABLE AREA 24" NET CLEAR OPENING HEIGHT, 20° NET
CLEAR OPENING WIDTH. (CRC 2016 R31O.1. / R310.1.2 / R31013
2. ALL NEW GLAZING (FENESTRATION) WILL BE INSTALLED WITH A CERTIFING LABEL
ATTACHED, SHOWING THE U-VALUE "
3. MANUFACTURED WDINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE
NATIONAL
FENESTRATRION RATING COUNCIL (NFRO) AND SHOWING COMPLIANCE WITH ENERGY
CALCULATIONS.
PLANS THAT THERE WILL BE A MINIMUM OF 2 SMALL APPLIANCE BRANCH CIRCUITS
WITHIN THE LOCATIONS SPECIFIED IN ARTICLE 210.52(B), I.E. KITCHEN AND DINING
AREAS
EXISTING SMOKE ALARMS AND CARBON MONOXIDE ALARMS WILL BE FIELD VERIFIED BY
THE CITY BUILDING INSPECTOR
NOTE:
PENETRATIONS OF FIRE RESISTIVE WALLS,
FLOOR-CEILINGS AND ROOF-CEILINGS
SHALL BE PROTECTED AS REQUIRED IN
CRC SECTION R302.4
WHEN A SHOWER IS PROVIDED WITH MULTIPLE SHOWER HEADS, THE SUM OF
FLOW TO ALL THE HEADS SHALL NOT EXCEED 1.8 GPM @ 80 PSI, OR THE
SHOWER SHALL BE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A TIME.
CGC SECTION 4.30313.2,
PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR OR
ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST
PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION
THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING
STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE
CONSTRUCTION. CGC 1023.
FIXTURE TYPE MAXIMUM FLOW RATE
WATER CLOSETS 1.28 GALLONS/FLUSH
URINALS (WALL-MOUNTED) 0.125 GALLON/FLUSH
URINALS (OTHERS) 0.5 GALLON/FLUSH
SHOWERHEADS 1.8 GPM @ 80 PSI
LAVATORY FAUCETS 1.2 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.20 GALLONS PER CYCLE
MAIN RESIDENCE FORCE AIR UNIT:
AC PRO 5 TON 14 SEER W/ 100K BUT 95% AFUE FURNACE.
CONTRACTOR TO VERIFY.
ADU MINI-SPLIT SYSTEM:
FUJITSU 4RL2 MINI-SPLIT "EQUIVALENT" CAPACITY 4000 OUTPUT BTU'S.
CONTRACTOR TO VERIFY.
WATER HEATERS:
ADU: NAVIEN NPE 180A TANKLESS GAS WATER HEATER
15-150K BTU
CONTRACTOR TO VERIFY.
MAIN RESIDENCE: NAVIEN NPE 240A2 TANKLESS GAS WATER HEATER
199,900 BTU/HR
CONTRACTOR TO VERIFY.
(P) 100 AMP
SUB PANEL
(P) 200 AMP
ELEC. PANEL
W/ SPARE 40 AMP.
240V CAPACITY FOR
EVSE
F.A.U.
PROPOSED
GARAGE
13.94'PL
PROPOSED
DRIVEWAY
ADJACENT
RESIDENCE
ADJACENT
RESIDENCE
ADJACENT
RESIDENCE
POOL
SL
O
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EXHIBIT 7
Dec. 6, 2023 Item #1 Page 28 of 41
NEW CONSTRUCTION
PLAN
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
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DRAWING NAME
PROJECT ISSUE/DATE:
8.05.2023
PROPOSED
GARAGE
PROPOSED
LAUNDRY PROPOSED
PANTRY
PROPOSED
DINING
PROPOSED
KITCHEN
LIVING RM.
PROP.
PWDR.
PROPOSED
GUEST
BEDRM. 2
PROP.
GUEST
BATH 1
CLOSET
PROPOSED
MASTER BATH
PROPOSED
MASTER BEDRM.
PROPOSED
FAMILY RM.
CLOSET
PROPOSED
DIPPING
POOL
PERGOLA
ABOVE 4"
CONC. SLAB
PERGOLA
DBL.
SIDED
FP.
PROPOSED ADU
KITCHENETTE
PROPOSED
ADU LIVING
RM.PROPOSED ADU
BEDROOM
PROPOSED
ADU BATH
PROPOSED
ADU STUDIO
CLOSET
RE
F
.
D/
W
10' C.H.
THRU-OUT
9' C.H.
THRU-OUT
PROPOSED
GUEST
BEDRM. 1
NEW 5/8" TYP. "X" SHEET ROCK 1-HOUR
FIRE WALL, FLOOR TO
ROOF
80
2
0
C
A
S
E
CL
E
R
E
S
T
O
R
Y
40
2
0
C
A
S
E
CL
E
R
E
S
T
O
R
Y
4020 CASE
CLERESTORY
4020 CASE
CLERESTORY
80
2
0
C
A
S
E
CL
E
R
E
S
T
O
R
Y
40
2
0
A
W
N
CL
E
R
E
S
T
O
R
Y
30
5
0
C
A
S
E
EX
.
3
0
6
8
3080
20 MINUTE FIRE
RATED SELF
CLOSING
80
5
0
C
A
S
E
X
O
X
8050 CASE XOX
5090 S.C.
PIVOT
36" X 72"
SHWR.
48" X 72"
SHWR.
48" X 60"
SHWR.
20
5
0
C
A
S
E
26
8
0
D
B
L
.
TE
M
P
G
L
A
S
S
12080 TEMP.
GLASS SLDG.
10
0
8
0
T
E
M
P
.
GL
A
S
S
P
O
C
K
E
T
2680
26
8
0
5 1/4"X14" PARALLAM
10
0
8
0
T
E
M
P
.
GL
A
S
S
P
O
C
K
E
T
16080 TEMP. GLASS SLDG.
40
8
0
D
U
T
C
H
2076 CASE 2076 CASE
3080 DBL. FRENCH
TEMP. GLASS DOORS
3080 DBL. FRENCH
TEMP. GLASS DOORS
80
2
0
C
A
S
E
CL
E
R
E
S
T
O
R
Y
80
2
0
F
I
X
E
D
DB
L
.
A
W
N
5 1/4"X14" PSL
8" X 10" HDR.8" X 10" HDR.8" X 10" HDR.
3080
2680
2680
2680
26
8
0
26
6
8
PO
C
K
E
T
26
6
8
PO
C
K
E
T
26
6
8
2668
20
8
0
D
B
L
.
EX. HDR.
40
1
6
A
W
N
I
N
G
CL
E
R
E
S
T
O
R
Y
40
1
6
A
W
N
I
N
G
CL
E
R
E
S
T
O
R
Y
2680
SLDG. BARN
DOOR
8050 CASE XOX 8050 CASE XOX
10
0
8
0
T
E
M
P
.
GL
A
S
S
S
L
D
G
.
10
0
8
0
T
E
M
P
.
GL
A
S
S
P
O
C
K
E
T
2'
-
5
"
TANKLESS W.H.
SEE STRUCTURAL FOR PERGOLA
FRAMING
20
7
6
C
A
S
E
2% SLOPE
2% SLOPE
2% SLOPE
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
4" CONC. SLAB
HOOD VENT TO
OUTSIDE
4" CONC. SLAB
13'-4"12'-6"9'-10"7'-6"13'-4"
19
'
-
1
0
"
16'-1"
13
'
-
1
0
"
7'
-
6
"
10
'
-
7
"
7'
-
1
0
"
5'
-
5
"
12
'
-
4
"
9'-6"
3'
-
6
"
7'-5"
6'-
6
"
9'-10"
3'-7"
2'
-
4
"
6'-0"
7'-3"
3'-0"
10'-7"
11
'
-
5
"
6'
-
8
"
3'
-
5
"
7'-
2
"
11
'
-
6
"
3'
-
0
"
6'
-
0
"
11'-6"16'-6"12'-0"
20
'
-
0
"
12'-0"16'-0"12'-0"
20
'
-
0
"
40'-0"
4'-0"
12
'
-
0
"
15
'
-
6
"
4'-0"
3'
-
0
"
9'-0"
5'-
6
"
1'
-
0
"
8'-
0
"
24
'
-
1
0
"
7'-2"5'-0"5'-0"
4'
-
6
"
7'
-
1
"
20
'
-
1
0
"
4'
-
0
"
14
'
-
1
"
12'-6"
8'-0"4'-0"
2'-
0
"
5'-2"
8'
-
0
"
7'-10"
3'-0"
3'
-
0
"
2'
-
0
"
20
'
-
3
"
8'-
8
"
44
'
-
4
"
14'-8"
3'-0"
1'-9"
10"
A-2.0
SCALE:
1/4" = 1'-0" 1
PROPOSED RESIDENCE NEW CONST. PLAN
Scale: 1/4" = 1' - 0" 2
PROPOSED ADU NEW CONST. PLAN
Scale: 1/4" = 1' - 0"
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 29 of 41
ROOF PLAN
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
DE
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W
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.
C
O
M
IN
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W
H
I
T
E
D
E
S
I
G
N
DR
A
W
N
B
Y
:
48
7
4
P
A
R
K
D
R
.
DRAWN BY
JF
DRAWING NAME
PROJECT ISSUE/DATE:
8.05.2023
SEE STRUCTURAL
ROOF DRAIN
5 1/4"X14" PSL
FLAT TRUSSES @ 24" O.C. SEE
STRUCTURAL
FLAT TRUSSES @ 24" O.C.
TJI @ 16" O.C. SEE STRUCTURAL
48" PARAPET
48" PARAPET
48" PARAPET
6" PARAPET 6" PARAPET
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
MULTI-ZONE DUCTLESS
MINI-SPLIT SYSTEM
8" X 10" HDR.8" X 10" HDR.8" X 10" HDR.
8"
X
1
0
"
H
D
R
.
4" X 8" RAFTER@ 6'
O.C.(TYP.)
2" X 2" @ 4"
O.C.(TYP.)
2" X 2" @ 4"
O.C.(TYP.)
2" X 12"
6" X 12"6" X 12"6" X 12"
6" X 12" (SEE
KNIFE PLATE
DETAIL)
2" X 2" @ 4"
O.C.(TYP.)
6"
X
1
0
"
D
E
C
O
R
A
T
I
V
E
H
D
R
.
(T
O
A
P
P
E
A
R
R
E
C
E
S
S
E
D
)
6" X 12" (SEE
KNIFE PLATE
DETAIL)
6"
X
1
0
"
D
E
C
O
R
A
T
I
V
E
H
D
R
.
(T
O
A
P
P
E
A
R
R
E
C
E
S
S
E
D
)
5 1/4"X14" PSL
FLAT TRUSSES @ 24" O.C. SEE
STRUCTURAL
FLAT TRUSSES @ 24" O.C. SEE
STRUCTURAL
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE2% SLOPE
HOOD VENT TO
OUTSIDE
ROOF DRAIN
6'
-
6
"
6'
-
6
"
5'-
6
"
A-3.0
SCALE:
1/4" = 1'-0" 1
PROPOSED RESIDENCE ROOF PLAN
Scale: 1/4" = 1' - 0" 2
PROPOSED ADU ROOF
PLANScale: 1/4" = 1' - 0"
* NOTE:
24" PARAPET U.O.N.
F.A.U.
STEEL KNIFE PLATE FOR
INTERNAL BEAM CONNECTION
WELDED TO BASEPLATE
5/8" THROUGH BOLTS
BASEPLATE W/
ANCHOR BOLTS
STRUCTURAL FRAMING
KNIFE PLATE DETAIL
N.T.S.
FINISH MATERIAL
ONE LAYER OF BITUMEN-TORCH DOWN
CLASS A ROOFING MATERIAL ON
RESIDENCE ROOF & DEX-O-TEX CLASS A
WATERPROOFING SYSTEM FOR ADU ROOF
TWO LAYERS OF 15#
FELT NAILED TO THE
1/2" SHEATHING1/2" PLYWOOD
SHEATHING
2% SLOPE
JOISTS/ RAFTERS
ROOF/ DECKING DETAIL
N.T.S.
DEX-O-TEX NOTES
PRODUCT MEETS CLASS A SPECIFICATIONS
ACCORDING TO ICC ESR-1757 REPORT
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 30 of 41
RCP/SPECIALTY POWER
PLAN
RECESSED VENT FAN
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
CUSTOM WALL MOUNTED FIXTURE
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
DE
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IN
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D
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W
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:
48
7
4
P
A
R
K
D
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DRAWN BY
JF
DRAWING NAME
PROJECT ISSUE/DATE:
8.05.2023
PROPOSED
GARAGE
PROPOSED
LAUNDRY PROPOSED
PANTRY
PROPOSED
DINING
PROPOSED
KITCHEN
LIVING RM.
PROP.
PWDR.
PROPOSED
GUEST
BEDRM. 2
PROP. GUEST
BATH 1
CLOSET
PROPOSED
MASTER BATH
PROPOSED
MASTER BEDRM.
PROPOSED
FAMILY RM.
CLOSET
PROPOSED
DIPPING
POOL
PERGOLA
ABOVE 4"
CONC. SLAB
PERGOLA
HER
ENTRY
DBL.
SIDED
FP.
PROPOSED ADU
KITCHENETTE
PROPOSED
ADU LIVING
RM.
PROPOSED
ADU
BEDROOM
PROPOSED
ADU BATH
PROPOSED
ADU STUDIO
CLOSET
RE
F
.
D/
W
10' C.H.
THRU-OUT
9' C.H.
THRU-OUT
PROPOSED
GUEST
BEDRM. 1
GFI
S
S3
GFI
GFI
GFI
GFI
GFI GFI
GFI
GFI
GFIGFI
GFI GFIGFI
GFI
SD
CMD
SD
CMD
SD
CMD
SD
CMD
SD
CMD
SD
CMD
SD
CMD
SD
CMD
SD
CMD
S
3
S
S
SS
S
SS
3
S
3
3
S
S 3
S 3 S3S
S
3
S
3
S S
3
S
S 3S
S
S
3S S S SS S
S
S
S
S S
S
S
SS S
S
S3 S3
S
3
S3 S S
S
S
S S
S
S
GFI
3 3
S
S
S
S
GFI
GFI
WP
GFI
WP
GFI
WP
EV READY
GFI
GAS/ELEC./WATER
METER
DUPLEX RECEPTICLE OUTLET 20A, 125V, +18"
GROUND FAULT INTERRUPT OUTLET
RECESSED CAN
SPECIALTY LIGHTING/ CEILING OUTLET
SINGLE SWITCH
3- WAY SWITCH
SYMBOLS
13. ALL RECEPTACLE OUTLETS SHALL BE TAMPER RESISTANT.
14. SMOKE ALARM AND CARBONMONOXIDE ALARM MUST BE POWERED BY THE
BUILDING ELECTRICAL SYSTEM AND MUST BE EQUIPPED WITH BATTERY
BACKUP. ALARMS MUST BE INTERCONNECTED THROUGHOUT THE DWELLING
SO THAT THE ACTIVATION OF ONE ALARM WILL CAUSE ALL ALARMS OF EACH
SMOKE ALARM OR CARBON MONOXIDE WHICH EVER IS SET OFF IN THE
DWELLING TO SOUND.
A-4.0
SCALE:
1/4" = 1'-0" 1
PROP. RESIDENCE RCP/ SPECIALTY POWER PLAN
Scale: 1/4" = 1' - 0" 2
PROP. ADU RCP/ SPECIALTY POWER PLAN
Scale: 1/4" = 1' - 0"
ELECTRIC VEHICLE READY OUTLET
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 31 of 41
SECTION PLAN
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
DE
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C
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A
W
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B
Y
:
48
7
4
P
A
R
K
D
R
.
DRAWN BY
JF
DRAWING NAME
PROJECT ISSUE/DATE:
8.05.2023
6'
-
8
"
R
E
T
A
I
N
I
N
G
W
A
L
L
A-5.0/1
2" X 4"
STUDS @ 16"
O.C.
2" X 6" PLATE
STUCCO2" X 6"
STUDS @ 16"
O.C.
1/2"
SHEETROCK
R21 INSULATION
10" CMU BLOCK POURED SOLID
(SEE STRUCTURAL)
R30 INSULATION
HEADER BEAM(SEE STRUCTURAL)
ENGINEERED FLAT
ROOF TRUSS
4" CONC. SLAB
BI-FOLD DOORS
4" CONC. SLAB
R21 INSULATION
R21 INSULATION
2" X 6" DBL.
PLATE STUCCO
2" X 6"
STUDS @ 16"
O.C.
R21 INSULATION
R30 INSULATION
4" CONC. SLAB
1/2" SHEET
ROCK
1/2" SHEET
ROCK
1/2" SHEET
ROCK
2" X 6" DBL.
PLATE
2" X 6" STUDS @ 16"
O.C.
R21 INSULATION 2" X 4"
STUDS @ 16"
O.C.
1/2" SHEET
ROCK
4" CONC. SLAB
A-
5
.
0
/
2
*SEE GRADING PLAN FOR
SECTION
1/2"
SHEETROCK
9'-
0
"
10
'
-
0
"
1'-
0
"
A-5.0
SCALE:
1/4" = 1'-0" A
SECTION KEYNOTE PLAN
Scale: N.T.S.
1
MAIN RESIDENCE SECTION
Scale: 1/4" = 1' - 0"
EXTERIOR WALL
DETAIL
R21 INSULATION
1/2" SHEET
ROCK
3/8"
SHEATHING
TWO LAYERS OF
GRADE D PAPER
1" THICK STUCCO
17 GA. MESH
STUCCO W/ RING
WIRE GALVANIZED
NO SCALE
2
ADU SECTION
Scale: 1/4" = 1' - 0"
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 32 of 41
ELEVATIONS
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
DE
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C
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:
48
7
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P
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K
D
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DRAWN BY
JF
DRAWING NAME
PROJECT ISSUE/DATE:
8.05.2023
F.P.
15
'
-
8
"
11
'
-
8
"
11
'
-
0
"
2'
-
0
"
2'
-
0
"
2'-10"3'-3"2'-10"3'-3"2'-10"4'-0"
11
'
-
0
"
9'-
6
"
10
'
-
1
0
"
9'
-
6
"
11
'
-
8
"
35'-8"20'-10"
8'
-
1
0
"
8'
-
1
0
"
8'
-
6
"
15
'
-
8
"
A-6.0
SCALE:
1/4" = 1'-0" 1
SOUTH ELEVATION
Scale: 1/4" = 1' - 0"
PROPOSED STUCCO PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
2
NORTH ELEVATION
Scale: 1/4" = 1' - 0"
3
WEST ELEVATION
Scale: 1/4" = 1' - 0"
4
EAST ELEVATION
Scale: 1/4" = 1' - 0"
2" X 2"
DECORATIVE SLATTED
BREEZE WALL
(TYP.)
A
ELEVATION KEYNOTE PLAN
Scale: N.T.S.
3
6.0
1
6.0
4
6.0
2
6.0
1
6.1
4
6.1
3
6.1
2
6.1
5
6.1
EXISTING
FINISHED GRADE
EXISTING
FINISHED GRADE
EXISTING
FINISHED GRADE
EXISTING
FINISHED GRADE
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 33 of 41
ELEVATIONS
THE PLANS AND SPECIFICATIONS ISSUED FOR THIS
PROJECT HAVE BEEN PREPARED BY INDIO WHITE
FROM DATA PROVIDED BY THE REPRESENTATIVE OF
THE CLIENT. THE COMPLETENESS AND ACCURACY
OF THIS DATA HAS BEEN RELIED UPON BY INDIO
WHITE. DESIGNS ARE SUBJECT TO MODIFICATIONS
OR CHANGES DUE TO FIELD VERIFICATIONS,
EXISTING OR OTHER CONDITIONS AND BUILDING
CODE REQUIREMENTS. THE DEVELOPER/CLIENT
SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS FOR THE PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL
CODES. IN THE EVENT THE PLANS AND/OR
SPECIFICATIONS ARE REQUIRED TO BE SEALED BY A
LICENSED PROFESSIONAL, IT IS THE RESPONSIBILITY
OF THE DEVELOPER/CLIENT TO RETAIN A LICENSED
PROFESSIONAL TO SIGN AND SEAL THE PLANS. INDIO
WHITE SHALL NOT BE RESPONSIBLE FOR ANY
CHANGES OR MODIFICATIONS TO THE PLANS AND
SPECIFICATIONS UNLESS EXPRESSLY APPROVED BY
INDIO WHITE IN WRITING.
DE
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IN
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:
48
7
4
P
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DRAWN BY
JF
DRAWING NAME
PROJECT ISSUE/DATE:
8.05.2023
6'
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8
"
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10'-6"
5'
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6'
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8
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10'-6"
5'
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9
"
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11
'
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6
"
10
'
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1'-
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"
23'-0"
38'-0"
5'-
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"
7'-0"
2'
-
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"
7'
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"
12
'
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2
"
A-6.1
SCALE:
VARIES
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
PROPOSED
STUCCO
1
SOUTH ELEVATION
Scale: 1/4" = 1' - 0" 2
NORTH ELEVATION
Scale: 1/4" = 1' - 0"
3
WEST ELEVATION
Scale: 1/4" = 1' - 0"
4
EAST ELEVATION
Scale: 1/4" = 1' - 0" 5
OUTDOOR SHOWER ELEVATION
Scale: 1/2" = 1' - 0"
12'
2'
MIN.
SLOPE
STONE
VENEER
EXISTING
FINISHED GRADE
EXISTING
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
EXISTING
FINISHED GRADE
EXISTING SLOPE
EXISTING SLOPE
EXIS
T
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S
L
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EXISTING SLO
P
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EXHIBIT 7
Dec. 6, 2023 Item #1 Page 34 of 41
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 35 of 41
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 36 of 41
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 37 of 41
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 38 of 41
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 39 of 41
E-36 Page 1 of 4 Revised 02/22
Development Services
Land Development Engineering
1635 Faraday Avenue
442-339-2750
www.carlsbadca.gov
STANDARD PROJECT
REQUIREMENT
CHECKLIST
E-36
Project Information
Project Name:
Project ID:
DWG No. or Building Permit No.:
Baseline BMPs for Existing and Proposed Site Features
Complete the Table 1 - Site Design Requirement to document existing and proposed site features and the BMPs to be
implemented for them. All BMPs must be implemented where applicable and feasible. Applicability is generally
assumed if a feature exists or is proposed.
BMPs must be implemented for site design features where feasible. Leaving the box for a BMP unchecked means it
will not be implemented (either partially or fully) either because it is inapplicable or infeasible. Explanations must be
provided in the area below. The table provides specific instructions on when explanations are required.
Table 1 - Site Design Requirement
A. Existing Natural Site Features (see Fact Sheet BL-1)
1. Check the boxes below for each existing feature on
the site.
1. Select the BMPs to be implemented for each identified feature. Explain
why any BMP not selected is infeasible in the area below.
SD-G
Conserve natural
features
SD-H
Provide buffers around waterbodies
Natural waterbodies
Natural storage reservoirs & drainage corridors --
Natural areas, soils, & vegetation (incl. trees) --
B. BMPs for Common Impervious Outdoor Site Features (see Fact Sheet BL-2)
1. Check the boxes below for each
proposed feature.
2. Select the BMPs to be implemented for each proposed feature. If neither BMP SD-B nor
SD-I is selected for a feature, explain why both BMPs are infeasible in the area below.
SD-B
Direct runoff to pervious
areas
SD-I
Construct surfaces from
permeable materials
Minimize size of
impervious areas
Streets and roads Check this box to confirm
that all impervious areas on
the site will be minimized
where feasible.
If this box is not checked,
identify the surfaces that
cannot be minimized in area
below, and explain why it is
Sidewalks & walkways
Parking areas & lots
Driveways
Patios, decks, & courtyards
Hardcourt recreation areas
4874 Park Drive
CDP 2021-0062, CDP 2022-0017
E-36 Page 3 of 4 Revised 02/22
Loading & Unloading
Fueling
Maintenance & Repair
Vehicle & Equipment Cleaning
Other: _________________
B. Management of Storm Water Discharges (see Fact Sheet BL-7)
Select one option for each feature below:
• Storm drain inlets and catch basins … are not proposed
will be labeled with stenciling or signage to
discourage dumping (SC-F)
• Interior work surfaces, floor drains &
sumps …
are not proposed
will not discharge directly or indirectly to the MS4
or receiving waters
• Drain lines (e.g. air conditioning, boiler,
etc.) …
are not proposed
will not discharge directly or indirectly to the MS4
or receiving waters
• Fire sprinkler test water … are not proposed will not discharge directly or indirectly to the MS4
or receiving waters
Provide discussion/justification for source control BMPs that will not be implemented (either partially or fully):
E-36 Page 2 of 4 Revised 02/22
Other: _______________ infeasible to do so.
C. BMPs for Rooftop Areas: Check this box if rooftop areas are proposed and select at least one BMP
below.
If no BMPs are selected, explain why they are infeasible in the area below.
(see Fact
Sheet BL-3)
SD-B
Direct runoff to pervious areas
SD-C
Install green roofs
SD-E
Install rain barrels
D. BMPs for Landscaped Areas: Check this box if landscaping is proposed and select the BMP below
SD-K Sustainable Landscaping
If SD-K is not selected, explain why it is infeasible in the area below.
(see Fact
Sheet BL-4)
Provide discussion/justification for site design BMPs that will not be implemented (either partially or fully):
Baseline BMPs for Pollutant-generating Sources
All development projects must complete Table 2 - Source Control Requirement to identify applicable requirements for
documenting pollutant-generating sources/ features and source control BMPs.
BMPs must be implemented for source control features where feasible. Leaving the box for a BMP unchecked means it
will not be implemented (either partially or fully) either because it is inapplicable or infeasible. Explanations must be
provided in the area below. The table provides specific instructions on when explanations are required.
Table 2 - Source Control Requirement
A. Management of Storm Water Discharges
1. Identify all proposed outdoor
work areas below
Check here if none are proposed
2. Which BMPs will be used to prevent
materials from contacting rainfall or
runoff?
(See Fact Sheet BL-5)
Select all feasible BMPs for each work area
3. Where will runoff from the
work area be routed?
(See Fact Sheet BL-6)
Select one or more option for each
work area
SC-A
Overhead
covering
SC-B
Separation
flows from
adjacent
areas
SC-C
Wind
protection
SC-D
Sanitary
sewer
SC-E
Containment
system
Other
Trash & Refuse Storage
Materials & Equipment Storage
E-36 Page 4 of 4 Revised 02/22
Form Certification
This E-36 Form is intended to comply with applicable requirements of the city’s BMP Design Manual. I certify that it has
been completed to the best of my ability and accurately reflects the project being proposed and the applicable BMPs
proposed to minimize the potentially negative impacts of this project's land development activities on water quality. I
understand and acknowledge that the review of this form by City staff is confined to a review and does not relieve me as
the person in charge of overseeing the selection and design of storm water BMPs for this project, of my responsibilities for
project design.
Preparer Signature: Date:
Print preparer name:
Amanda Mitchiner
04/17/2023
EXHIBIT 7
Dec. 6, 2023 Item #1 Page 40 of 41
Exhibit 8
Full Size Exhibit(s) “A” – “P,” dated Aug. 23, 2023 (on file in the Office of the City Clerk)
Dec. 6, 2023 Item #1 Page 41 of 41
Residence,
4874 Park Drive 92008
Mike Strong,
Assistant Director, Community Development
December 6, 2023
206-250-23-00 / District 1 CDP 2021-0062
6