HomeMy WebLinkAboutPRE 2026-0049; 160 & 172 SEQUOIA AVENUE - SB 330; Preliminary Review (PRE)
Preliminary Housing Development
(SB-330) Pre-Application
P-32
Community Development Dept.
Planning Division
1635 Faraday Avenue
(442) 339-2600
www.carlsbadca.gov
Refer to IB-132 for information
P-32_Preliminary Housing Development Pre-Application (11/2021) Page 1 of 5
SUBMITTAL INFORMATION
All forms must be completed, signed, and submitted as a PDF attachment to your submittal. Please refer to info-
bulletin IB-132 for additional information.
APPLICATION & PAYMENT
☐ Application & Materials
Provide an electronic copy of your application and required documents on a flash drive or a CD. All items,
including additional pages, supporting documents, studies, plans, and reports, must be saved as
individual PDFs and labeled accordingly.
☐ Fees
Payment of fees is required for all pre-applications. Payment via check, electronic check, or credit card
is required before project review or processing. Once the application is submitted, city staff will follow
up electronically with an invoice for the total fee amount. Fees may be paid online, in-person or
dropped off at 1635 Faraday Avenue for processing.
PHOTOGRAPHS
☐ Aerial Site Photograph
Provide aerial photographs showing existing site conditions of environmental site features that would be
subject to regulations by a public agency, including creeks and wetlands.
LEGAL DESCRIPTION
☐ Legal Description
Include a legal description of the specific location. The best place to find a legal description is usually the
most recent deed to the property.
PLANS
☐ Condensed Site Plan
Provide a site plan showing the location on the property. Show the location of any recorded public
easement, such as easements for storm drains, water lines, and other public rights of way. Indicate
location of any stream or other resource that may be subject to a streambed alteration agreement
pursuant to Chapter 6 (commencing with Section 1600) of Division 2 of the Fish and Game Code. Please
attach a separate site plan and elevations on a digital sheet size of minimum 8 ½ -inches by 11-inches
and maximum 11-inches by 17-inches.
☐ Condensed Elevations
Provide elevations showing design, color, and material, the building height and massing, and
approximate square footage of each building.
Docusign Envelope ID: EC9E59A6-4C2F-8BEB-82D4-089AF54D67E7Docusign Envelope ID: A27227C2-ABC8-8FA0-8358-F407AFDE8949
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P-32_Preliminary Housing Development Pre-Application (11/2021) Page 2 of 5
❶ PRELIMINARY APPLICATION FORM
APPLICATION TYPE (CHOOSE ONE)
☐ Preliminary Housing Development (SB-330) ☐ Affordable Housing Streamlined Approval (SB-35)
PROPERTY INFORMATION
Property Address:
Assessor Parcel Numbers (APN):
Project Data # Existing # to be Demolished If so, # Occupied
Residential Units – Number:
Residential Units – Floor Area (Sq. Ft.):
Nonresidential – Floor Area (Sq. Ft.):
Existing Uses/Site conditions (Describe in detail existing uses/physical conditions on the site.)
PROPOSED PROJECT INFORMATION
Please attach additional pages/supporting documentation that help completely answer the questions listed below.
Proposed Project (Describe in detail scope of the proposed project and major physical alterations to the property)
Subdivision (any approvals under the Subdivision Map Action being requested and if so, describe) ☐ YES ☐ NO
Housing Units Market-Rate Inclusionary Density Bonus1 Below Market2 Project Total
Total number:
Unit size (sf min):
Unit size (sf max):
Affordability level: N/A N/A
TOTAL SQ. FT.
1If Density Bonus being utilized, include completed form P-1(H). Please refer to IB-112 for additional information on requested
incentives, concessions, waivers, or parking reductions; 2Affordbale units in excess of inclusionary standards.
Non-Residential (does the project include non-residential uses and if so, provide use categories
under the city’s zoning, floor area and square footage of all structures) ☐ YES ☐ NO
Standard Parking Residential Non-Residential TOTAL
Stall Count Any parking reductions
requested pursuant to Section
65915[p] need to be included in
Form P-1(H). See Gov. Code §
65941.1(a)(11)
Electric Vehicle Parking Residential Non-Residential TOTAL
Stall Count
160 Sequoia Ave & 172 Sequoia Ave, Carlsbad, CA 92008
206-011-09-00 & 206-011-10-00
2 22
5 5
13 (10 + 3 guest stalls)
406 sf
3,314 sf
The map configuration will be confirmed and detailed in the accompanying TPM exhibits prepared by the project civil engineer.
13
5 5
13,012 sf
The Tentative Parcel Map is requested for the two existing parcels to accommodate the proposed five-unit residential development.
The project encompasses two adjacent, separately addressed parcels with a combined area of approximately 11,056 square feet.Both parcels are currently developed with single-family residences of similar construction (yr built 1951) that will be demolished as part of this project.The surrounding neighborhood is characterized by low- to medium-density residential development consistent with the zoning.
The project proposes demolishing two existing single-family homes, minor site grading and constructing 5 residential units (a mix of attached and detached) consisting of four 3-story units and one 1-story unit, served by a shared driveway. Each unit includes a two-car garage, along with 3 community guest spaces for a total of 13 parking spaces.
Docusign Envelope ID: EC9E59A6-4C2F-8BEB-82D4-089AF54D67E7Docusign Envelope ID: A27227C2-ABC8-8FA0-8358-F407AFDE8949
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P-32_Preliminary Housing Development Pre-Application (11/2021) Page 3 of 5
❷ SPECIFIC SITE FEATURES
Indicate if any portion of the property includes any of the following environmental, historic, or cultural resources. Submittal
must include supporting documentation, reports and/or analysis.
SITE CONSTRAINTS
Does the site contain any of the following (provide documentation for “yes” responses): YES NO N/A
1. A very high fire hazard severity zone, as determined by the Department of Forestry and
Fire Protection pursuant to Gov. Code Section 51178? ☐ ☐ ☐
2. Wetlands, as defined in the US Fish and Wildlife Service Manual, Part 660 FW 2? ☐ ☐ ☐
3.
A hazardous waste site that is listed pursuant to Section 65962.5 or a hazardous waste
site designated by the Department of Toxic Substances Control pursuant to Section
25356 of the Health and Safety Code?
☐ ☐ ☐
4.
A special flood hazard area subject to inundation by the 1 percent annual chance flood
(100-year flood) as determined by the Federal Emergency Management Agency in any
official maps published by the Federal Emergency Management Agency?
☐ ☐ ☐
5.
A delineated earthquake fault zone as determined by the State Geologist in any official
maps published by the State Geologist, unless the development complies with applicable
seismic protection building code standards adopted by the CA Building Standards
Commission under the CA Building Standards Law (Part 2.5 (commencing with Section
18901) of Division 13 of the Health and Safety Code), and by any local building
department under Chapter 12.2 (Section 8875) of Div. 1 of Title 2?
☐ ☐ ☐
6.
A stream or other resource that may be subject to a streambed alteration agreement
pursuant to Chapter 6 (Section 1600) of Division 2 of the Fish and Game Code (Attach a
biological technical report prepared by a qualified biologist?
☐ ☐ ☐
7. Any proposed point sources of air or water pollutants? ☐ ☐ ☐
8. Any species of special concern known to occur on the property? ☐ ☐ ☐
9.
Any historic or cultural resources known to exist on the property (Attach a cultural and
historic resources report prepared by a qualified professional (historian and/or
archaeologist)
☐ ☐ ☐
COASTAL ZONE
If located within the coastal zone, indicate if the site contains any of the following: YES NO N/A
1.
Wetlands, as defined in subdivision (b) of Section 13577 of Title 14 of the California Code
of Regulations. A Wetlands Delineation Report my be required following the filing of the
application requesting approval of a discretionary action in the Coastal Zone if the site
contains a defined wetland.
☐ ☐ ☐
2. Environmentally sensitive habitat areas, as defined in Section 30240 of the Public
Resources Code ☐ ☐ ☐
3. A tsunami run-up zone ☐ ☐ ☐
4. Use of the site for public access to or along the coast ☐ ☐ ☐
Docusign Envelope ID: EC9E59A6-4C2F-8BEB-82D4-089AF54D67E7Docusign Envelope ID: A27227C2-ABC8-8FA0-8358-F407AFDE8949
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P-32_Preliminary Housing Development Pre-Application (11/2021) Page 4 of 5
❸ PROPERTY OWNER/APPLICANT AFFIDAVIT
Under penalty of perjury the following declarations are made:
1. I hereby certify, that all statements contained in this pre-application and any accompanying documents are true and
correct, with full knowledge that all statements made in this pre-application are subject to investigation and that any
false or dishonest answer to any question may be grounds for denial or subsequent revocation of the deemed complete
status.
2. I understand this pre-application is not a development application that authorizes an entitlement and is strictly for the
purposes of Senate Bill 330, the Housing Crisis Act of 2019; or Senate Bill 35, the Affordable Housing Streamlined
Approval Process of 2017.
3. I understand and agree that any report, study, map or other information submitted to the city in furtherance of this pre-
application will be treated by the city as public records which may be reviewed by any person and if requested, that a copy
will be provided by the city.
4. I understand that if this pre-application cannot be submitted and deemed complete by staff at the submittal appointment,
there is no refund of fees paid.
5. I understand and agree to defend, indemnify, and hold harmless, the City of Carlsbad, its officers, agents, employees,
and volunteers (collectively “city”), from any and all legal actions, claims, or proceedings (including administrative or
alternative dispute resolution and Public Records Act requests (collectively “actions”), arising out of any city process or
approval prompted by this Action, either in whole or in part. Such actions include but are not limited to: actions to attack,
set aside, void, or otherwise modify, an entitlement approval, environmental review, or subsequent permit decision;
actions for personal or property damage; actions based on an allegation of an unlawful pattern and practice; inverse
condemnation actions; and civil rights or an action based on the protected status of the petitioner or claimant under state
or federal law (e.g. ADA or Unruh Act). I understand and agree to reimburse the city for any and all costs incurred in
defense of such actions. This includes, but it not limited to, the payment of all costs (including litigation costs,
administrative record preparation, public records act responses) and attorneys’ fees, all judgments or awards, damages,
and settlement costs. The indemnity language in this paragraph is intended to be interpreted to the broadest extent
permitted by law and shall be in addition to any other indemnification language agreed to by the applicant.
6. If the applicant is not the Property Owner, both the Property Owner and Applicant must sign this affidavit. By signing
this affidavit, the Property Owner authorizes the Applicant listed in this application to act as the Property Owner’s
agent on all matters in connection with this application.
The city requires original signatures below – the signatures do not need to be notarized.
PROPERTY OWNER
Name: Email:
Address: Phone:
Signature: Date:
APPLICANT ☐ Same as above
Name: Email:
Address: Phone:
Signature: Date:
City Staff Only Project No.: Development No.:
App. Vesting Date:
Staff Name: Staff Signature: Date:
160 & 172 Sequoia LLC attn: Jonathan Frankel
5315 Avenida Encinas, Ste 200, Carlsbad, CA 92008
jfrankel@rincongrp.com
925-708-3638
Matthew Robson and Rebecca Robson, Trustees of The BEK & MATT 81 Trust dated July 11, 2025
Docusign Envelope ID: EC9E59A6-4C2F-8BEB-82D4-089AF54D67E7
bekca032@gmail.commattrobson81@gmail.com
1 NW 8th Terrace, Cape Coral, FL 33993 (760) 405-6797 (760) 402-8393
6/28/2026 6/28/2026
Docusign Envelope ID: A27227C2-ABC8-8FA0-8358-F407AFDE8949
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P-32_Preliminary Housing Development Pre-Application (11/2021) Page 5 of 5
❹ DISCLOSURE DOCUMENTS
Before the application can be accepted, the owner of each property involved must provide a signature to verify
the pre-application is being filed with their consent. Staff will confirm ownership based on the records of
the city or county assessor. In the case of partnerships, corporations, LLCs or trusts the agent for service of
process or an officer of the ownership entity so authorized may sign as stipulated below.
Ownership Disclosure. Include current signature authorization for the person or persons signing the
application. For a corporation, a chairman, president or vice-president AND a secretary, assistant
secretary, CFO or assistant treasurer must sign. Otherwise, the corporation must attach a resolution
certified by the secretary or assistant secretary under corporate seal empowering the officer(s)
signing to bind the corporation. For an LLC, attach an official paper listing the individual as a Member
of the LLC with sole authority to bind the organization. For a partnership, attach an official document
identifying the individual as a general partner with sole authority to execute documents on behalf
of the limited partnership. A letter of authorization, as described below, may be submitted provided
the signatory of the letter is included in the Ownership Disclosure. Include a copy of the current
partnership agreement, corporate articles, or trust document as applicable.
Letter of Authorization (LOA). A LOA from a property owner granting someone else permission to
sign the pre-application form may be provided if the property is owned by a partnership,
corporation, LLC or trust or in rare circumstances when an individual property owner is unable to
sign the pre-application form. To be considered for acceptance, the LOA must indicate the name of
the person being authorized to file, their relationship to the owner or project, the site address, a
general description of the type of application being filed and must also include the language in items
a-c below. In the case of partnerships, corporations, LLCs or trusts the LOA must be signed by the
authorized signatory as shown on the Ownership Disclosure or, in the case of private ownership, by
the property owner. Proof of Ownership for the signatory of the LOA must be submitted with said
letter.
Grant Deed. Provide a copy of the Grant Deed if the ownership of the property does not match city or
county assessor records. The Deed must correspond exactly with the ownership listed on the
application.
Multiple Owners. If the property is owned by more than one individual (e.g. John and Jane Doe or
Mary Smith and Mark Jones) signatures are required of all owners.
a. I hereby certify that I am the owner of record of the herein previously described property
located in the City of Carlsbad which is involved in this pre-application or have been empowered
to sign as the owner on behalf of a partnership, corporation, LLC or trust as evidenced by the
documents attached hereto.
b. I hereby consent to the filing of this pre-application on my property for processing by the City
of Carlsbad Planning Division for the sole purpose of vesting the proposed housing project
subject to the zoning ordinances, policies, and standards adopted and in effect on the date
that this pre-application is deemed complete. Further, I understand that this pre-application will
be terminated and vesting will be forfeited if the housing development project is revised such
that the number of residential units or square footage of construction increases or decreases by
20 percent or more, exclusive of any increase resulting from the receipt of a density bonus,
incentive, concession, waiver, or similar provision, and/or an application requesting approval
of an entitlement is not filed with the City of Carlsbad Planning Division within 180 days of the
date that this pre-application is deemed complete.
Docusign Envelope ID: EC9E59A6-4C2F-8BEB-82D4-089AF54D67E7Docusign Envelope ID: A27227C2-ABC8-8FA0-8358-F407AFDE8949
Matthew Robson and Rebecca Robson, Trustees of the BEK & MATT 81 Trust dated July 11, 2025
1149 Mountain Trail Road,
Kingman, AZ 86401
October 3, 2025
City of Carlsbad
Planning Division 1635
Faraday Ave
Carlsbad, CA 92008
Re: Letter of Authorization for Submittal of Planning Applications at 160 &172 Sequoia
Avenue, Carlsbad, CA 92008
To Whom It May Concern:
Matthew Robson and Rebecca Robson, Trustees of The BEK & MATT 81 Trust dated July
11, 2025 (“Ownership”) are the owners of that real property located at 160 & 172
Sequoia Avenue, Carlsbad, CA 92008 (the “Property”).
This letter hereby provides authorization to Jonathan Frankel, on behalf of 160 & 172
Sequoia LLC, to submit any and all planning or entitlement applications associated
with the development of the Property.
Sincerely,
Matthew Robson and Rebecca Robson, Trustees of the BEK & MATT 81 Trust dated July
11, 2025
X
Matthew Robson, Trustee
X
Rebecca Robson, Trust
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
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EXHIBIT A
Legal Description
CLTA Preliminary Report Form (02/03/2023)Printed: 03.27.26 @ 05:40 AM
Page 4 CA-CT-FBSC-02180.055682-SPS-1-26-FBSC2509208
For APN/Parcel ID(s):206-011-09-00, and 206-011-10-00 and 206-011-10-00
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:
LOTS 9 AND 10 IN BLOCK "H" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, FEBRUARY 5, 1923.
RECORDING REQUESTED BY:
DOC# 2025-0192912
111111111111 lllll 111111111111111111111111111111 IIIII IIIII IIIII IIII IIII
Wiggins & Ebert APC Jul 17, 2025 08:57 AM
OFFICIAL RECORDS
JORDAN Z. MARKS,
AND WHEN RECORDED
MAIL TO:
SAN DIEGO COUNTY RECORDER FEES: $17.00 (SB2 Atkins: $0.00)
PCOR: YES
Mail tax statements to
MATTHEW ROBSON
REBECCA ROBSON
160 Sequoia Avenue
Oceanside, California 92008
PAGES: 2
QUITCLAIM DEED
( Please fill in document title(s) on this line)
1 D Exempt from fee per GC27388.1 due to being recorded in connection with concurrent transfer that
is subject to the imposition of documentary transfer tax, or,
2 D Exempt from fee per GC27388.1 due to being recorded in connection with a transfer that was
subject to documentary transfer tax which was paid on document recorded previously on
_______ (date*) as document number ____________ of Official
Records, or,
3 D Exempt from fee per GC27388.1 due to the maximum fees being paid on documents in this
transaction, or,
4 D Exempt from fee per GC27388.1 due to the maximum fees having been paid on documents in the
transaction(s) recorded previously on __________ (date*) as document number(s)
_______________________ of Official Records, or,
5 Ill Exempt from fee per GC27388.1, document transfers real property that is a residential dwelling to
an owner-occupier, or, document is recorded in connection with concurrent transfer that is a
residential dwelling to an owner-occupier, or,
6 D Exempt from fee per GC27388.1 due to it being recorded in connection with a transfer of real
property that is a residential dwelling to an owner-occupier. The recorded document transferring
the dwelling to the owner-occupier was recorded on __________ (date*) as
document number(s)
7 D Exempt from fee per GC27388.1 due to being executed or recorded by the federal government in
accordance with the Uniform Federal Lien Registration Act, by the state, or any county,
municipality or other political subdivision of the state, or,
8 D Exempt from the fee per GC 27388.1 (a) (1); Not related to real property, or,
I
9 D Exempt from fee under GC27388.1 for the following reasons:
Rev 1/19
THISPAGEADDEDTOPROVIDESENA1EBILL2EXEMPTIONINFORMl\.110N
(Additional recording fee applies)
*The Prior Recording Reference must have been recorded within the last 60 days and is subject to review
QUITCLAIM DEED
A.P.N. 206-011-09
THE UNDERSIGNED TRANSFEROR(s) DECLARE(s)
DOCUMENTARY TRANSFER TAX IS $0.00
No consideration. Transfers an interest into a Living Trust, R&T §11930
WITHOUT CONSIDERATION, REBECCA ROBSON, a married woman as her sole and separate propety
hereby REMISE, RELEASE AND FOREVER QUITCLAIM TO MATTHEW ROBSON and REBECCA
ROBSON, Trustees of the BEK& MATT 81 TRUST dated July 11, 2025
the following real property in the City of Oceanside, County of San Diego, State of California commonly known as
160 Sequoia Avenue, Oceanside, California 920008 and legally described as follows:
Lot 9 in Block "H" of Palisades, in the County of San Diego, State of California, according to Map thereof No. 1747
filed in the office of the County Recorder, February 5, 1923.
Dated: July 11, 2025
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-~---c<;::=:=<i:::c:=.--::::==·-==~,::::-=----..._· ______ .REBEccA ROBSON
A notary public or other officer completing this certificate verifies only the identity of the individual who signed
the document to which this certificate is attached, and not the truthfulness, accurac , or validi of that document.
State of California )
)
County of San Diego )
On July 11, 2025, before me, Jason Ebert, Notary Public, personally appeared REBECCA ROBSON who proved to
me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument
and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon of which the person(s) acted, executed the
instrument.
I certify under the PENAL TY OF PERJURY under the Statt of California that the foregoing paragraph is true and
correct.
WITNESS my hand and official seal.
(Seal)
S
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6
5
FL:5
7
.
8
9
FL:5
6
.
1
7
BW:
5
5
.
6
7
FL:5
3
.
2
3
58.
2
2
58.
0
7
58.
4
5
TW:
5
8
.
8
0
BW
:
5
5
.
6
7
TW
:
5
8
.
8
0
BW
:
6
0
.
4
5
TW
:
6
2
.
1
1
BW
:
6
0
.
2
6
TW
:
6
5
.
3
8
60
60
6060
60
55
55
BW
:
5
8
.
2
2
TW
:
5
8
.
8
6
XXXXXX
GR
A
V
E
L
UNIT A
FF = 59.2
PAD = 58.5
UNIT C
FF = 60.0
PAD = 59.3
UNIT D
FF = 60.0
PAD = 59.3
GF = 58.6
GF = 58.6GF = 59.3
GF = 59.3
SE
Q
U
O
I
A
A
V
E
N
U
E
7.
5
%
7.
6
%
7.
6
%
3.
5
%
3.
5
%
2.
2
%
1.
3
%
6.0'
EX. SDG&E ESMT.
6.
0
'
EX
.
S
D
G
&
E
E
S
M
T
.
(~84.61 OHE)
(~92.08 OHE)
(~84.95 OHE)
(~92.20 OHE)
(~92.96 OHE)
(~87.96 OHE)
(~80.62 OHE)
(~85.40 OHE)
(~81.13 OHE)
(~80.29 OHE)
(~88.30 OHE)
(~93.92 OHE)
(~88.16 OHE)
(~93.99 OHE)
(~94.04 OHE)
(~98.96 OHE)
(~94.19 OHE)
(~92.96 OHE)
(~93 OHE)
(~93 OHE)
(~88 OHE)
(~80 OHE)
(~88 OHE)
(~74.6 OHE)
(~86.2 OHE)
(~78 OHE)
(~89 OHE)
(~89 OHE)
(~89 OHE)
(~86.2 OHE)
(~74.6 OHE)
(~78 OHE)
(~78 OHE)
(~93 OHE)
(~88 OHE)
(~93 OHE)
(~88 OHE)
(~93 OHE)
(~80 OHE)
(~88 OHE)(~93 OHE)
(~80 OHE)
(~88 OHE)
(~89 OHE)
(~78 OHE)
(~78.78 OHE)
(~75.32 OHE)
5.
0
'
S
Y
S
B
10.0'
RYSB
5.
0
'
S
Y
S
B
15.0' TO TC10.0'
5.5'
(6
.
4
%
)
(7
.
5
%
)
(5
.
4
%
)
2.0%
9.6%2.0%
RO
W
RO
W
RO
W
RO
W
5.
0
%
5.
0
%
1.0%1.0%
3.0%
5.0%
1.0%
10.0'
LOT 11
MAP 1747
APN: 206-011-11-00
LOT 12
MAP 1747
APN: 206-011-12-00
LOT 13
MAP 1747
APN: 206-011-13-00
LOT 16
MAP 1747
APN: 206-011-16-00
LOT 17
MAP 1747
APN: 206-011-17-00
LOT 18
MAP 1747
APN: 206-011-18-00
LOT 8
MAP 1747
APN: 206-011-8-00
4.8%
5.
2
%
5.
2
%
1.3%
N5
5
°
5
4
'
5
1
"
E
9
0
.
3
8
'
N34°08'06"W 124.99'
N5
5
°
5
8
'
4
6
"
E
89
.
7
8
'
N33°51'45"W 125.09'
20
.
0
'
10.0' FYSB
1.0%
2.
2
%
5.
0
'
6.
0
'
4.
0
'
1.5%
9.0'
2.0%
2.0%2.
0
%
1.0%
1.0%
1.0%
1.0%
3.
0
%
6.
0
%
6.
0
%
3.
0
%
2.
2
%
3.
0
%
1.
0
%
6.
0
%
9.6%2.0%
2.0%
4.
0
%
3.
6
%
59
61
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W W W W W
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
W W W WWM
W W W WWM
W W W WWM
W W W WWM
S S S S S S S S S S S S S
W W W W W W W W W
W
E
E
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD
W
W
S
S
S
S
W
W
SD
SD
SD
GEEEEEEEEE
E
E
E
W
D
D
F F
E
E
54.8 TC
54.3 FL
60.3 TC
59.8 FL
57.7 FL
56.2 FL
57.4 TC
56.9 FL
54.9 IE
60.0 TC
59.5 FL
56.8 FS
57.9 FL
58.4 FS
58.4 FS
58.3 FL58.4 FL58.8 FL
59.3 FS
59.3 FS
58.9 FS
60.1 FS
(~60.5 FG)
(~57.6 FG)
(~65.4 TW)
(~61.5 TW@FS)
(~60.3 BW@FS)
(~65.3 TW)
(~62.3 TW@FS)
(~60.3 BW@FS)
(~65.5 TW
(~62.1 TW@FS)
(~60.5 BW@FS)
(~62.1 TW)
(~61.7 TW@FS)
(~60.5 BW@FS)
(~61.2 TW)
(~60.5 TW@FS
(~60.5 BW@FS)
EX. POWER POLE
TO REMAIN
(~59.0 FG)
(~58.6 FG)
EX. 12" TREE
(~59.6 FG)
(~58.2 FG)
EX. GUY WIRE TO REMAIN
(~58.1 FG)
(~58.9 TW)
(~57.9 TW@FS)
(~56.4 BW@FS)
(~58.9 TW)
(~58.2 TW@FS)
(~56.2 BW@FS)
(~58.8 TW)
(~57.8 TW@FS)
(~56.1 BW@FS)
(~58.8 TW)
(~57.7 TW@FS)
(~55.9 BW@FS)
(~58.8 TW)
(~55.7 TW@FS)
(~55.7 BW@FS)
(~61.5 TW)
(~61.5 TW@FS)
(~60.5 BW@FS)
EX. SEWER MH
52.0 IE
(~59.5 FG)
(~60.0 FG)
EX. POWER POLE
TO REMAIN
59.4 FS
56.3 FS
59.1 FS
59.1 FS
58.5 FS
59.0 FG59.5 FG
59.5 FG
58.5 FG
59.3 FG
58.5 FG
59.3 FG
58.5 FG
58.5 FG59.4 FG
59.3 FG 59.0 FG
PROP. 3421
TRANS. PAD
54.4 IE
EX. RET. WALL TO
BE REMOVED AND
REPLACED
EX. RET. WALL TO REMAIN
EX. POWER POLE
TO REMAIN
58.4 HP58.3 TG
54.9 IE59.1 TG
55.4 IE
59.2 HP
59.1 TG
55.6 IE
59.2 HP
59.2 HP
58.4 TW@FG
(55.7 BW@FG)
58.2 TG
54.6 IE
59.0 TW@FG
(57.8 BW@FG)
59.3 TW@FG
(58.2 BW@FG)
59.1 TW@FG
(57.6 BW@FG)
58.3 TG
57.0 IE
58.4 HP
58.3 TG
57.2 IE
58.4 HP
59.1 TG
57.5 IE
59.2 HP
(62.3 TW@FG)
59.0 BW@FG
58.3 TF
(62.3 TW@FG)
59.3 BW@FG
58.3 TF
(61.5 TW@FG)
58.5 BW@FG
57.6 TF
(60.5 TW@FG)
60.5 BW@FG
59.6 TF
58.4 TC
57.9 FL
6" STEP
58.7 FS
59.0 FS
PROP. RET. WALL
58.4 FS
58.3 FS
57.7 FS
EX. 14" TREE
(~59.5 FS)
5-6" STEPS
58.6 TOP
56.1 BOT
1X 6" STEP
59.4 TOP
58.9 BOT
58.3 TG
55.2 IE
59.2 TG
58.2 IE
59.1 FG
58.6 FL
59.2 FS
59.2 FS
58.6 FG
56.5 TC
56.0 FL
56.0 FS
58.1 TC
57.6 FL
58.1 FL
58.4 FS
58.4 FS
EX. 16" TREE
(~60.1 FS)
59.3 TW@FG
(58.1 BW@FG)
59.0 TW@FG
(59.0 BW@FG)
59.1 TG
55.2 IE
59.1 TG
55.8 IE
59.2 HP
59.1 TG
56.0 IE
6" STEP
59.5 FS
STEP
INTO UNIT
59.3 FS
LIMIT OF FLOOR
ABOVE (TYP.)
59.4 FS
59.4 FS
6" STEP
59.5 FS
59.3 FG
58.3 TG
55.5 IE
PORTION EX WALL
TO BE REMOVED
59.3 FG
~58.7; STEP
INTO UNIT
58.4 TW@FG
56.0 BW@FG
60.0 TW@FG
58.5 BW@FG
57.6 TF
59.3 FS 59.3 FS
58.7 FS
58.5 FG
STEM WALL
60.0 TSW
STEM WALL
60.0 TSW
58.5 FG
58.6 RIM
51.6 IE 49.4 IE@LAT
48.2 IE@MAIN
59.3 HP
59.1 TG
57.9 IE
B B
2.0%
A
A
C
C
11.0'
25.0'25.0'
50.0'
5.5'
1
1
1
1 2
3
1
1
5
4
4
4
11
2
6
6
6
36
6
7
7
7
8
9
9
9
12
1920
13
13
14
15
15
15
15
15
15
9
9
9
9
9
9
10
1616
16
16
16
16
16
16
16
16
16
16
17
56.9 TG
54.9 IE17
7.5%
18
21
21
22
12" A.C.P.
WATER MAIN
PER DWG 159-9
4" CI WATER MAIN
PER DWG 159-9
8" V.C.P.
SEWER MAIN
PER DWG 124-6
9
10
16
EXIST. WATER
SERVICE &
METER TO BE
ABANDONED
13
23
EXIST. 1" GAS
MAIN PER SDGE
FACILITY MAPS
24
23
12
.
8
'
EX
I
S
T
.
D
R
I
V
E
W
A
Y
TO
R
E
M
A
I
N
3.
5
'
EX
.
D
W
Y
TO
P
/
L
26
.
6
'
EX
I
S
T
.
D
R
I
V
E
W
A
Y
TO
B
E
R
E
P
L
A
C
E
D
34
.
5
'
EX
I
S
T
.
D
W
Y
T
O
P
/
L
GF = 59.1
3.
0
%
58.6 FS
12
.
0
%
6.
0
%
UNIT E
FF = 60.0
PAD = 59.3
UNIT B
FF = 59.2
PAD = 58.5
1.0%1.0%
GRAPHIC SCALE: 1" = 10'
0'10'20'30'
SEQUOIA AVE. HOMES
160 / 172 SEQUOIA AVENUE
J:\ACTIVE JOBS\4336 160 & 172 SEQUOIA\CIVIL\DRAWING\DISCRETIONARY PLANS
SA
V
E
D
A
T
E
:
2
0
2
6
-
6
-
2
9
-
P
L
O
T
D
A
T
E
:
2
0
2
6
-
6
-
2
9
9
:
0
0
A
M
-
F
I
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E
N
A
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E
:
J
:
\
A
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T
I
V
E
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4
3
3
6
1
6
0
&
1
7
2
S
E
Q
U
O
I
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\
C
I
V
I
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\
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A
W
I
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\
D
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C
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E
T
I
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N
A
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Y
P
L
A
N
S
\
4
3
3
6
-
C
V
-
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P
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-
0
2
-
P
G
P
.
d
w
g
CONSTRUCTION NOTES
2 3
PRELIMINARY GRADING PLAN SHEET FOR:
LEGEND
PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
SETBACK LINE
EXISTING EASEMENT LINE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED FLOWLINE
PROPOSED DIRECTION OF FLOW
PROPOSED 6" PCC CURB PER SDRSD G-2
PROPOSED SAWCUT OF EXISTING
PAVEMENT
PROPOSED PCC PAVEMENT
PROPOSED TRENCH RESURFACING PER
CITY OF CARLSBAD GS-26, GS-28
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
PROPOSED 6" PRIVATE PVC SEWER
LATERAL TRUNKLINE WITH CLEANOUT PER
CITY OF CARLSBAD S-7
PROPOSED 4" PRIVATE PVC SEWER
LATERAL PER CITY OF CARLSBAD S-5
PROPOSED 4" PVC STORM DRAIN
PROPOSED PCC DRIVEWAY APRON PER
X X
W W
S S
G G
W W
S S
S S
S S
SD SD
PRELIMINARY GRADING PLAN
SCALE: 1" = 10'
PROPOSED EASEMENTS
NO PROPOSED EASEMENTS
EXISTING EASEMENTS
1. SAN DIEGO GAS & ELECTRIC COMPANY, HOLDERS OF AN
EASEMENT FOR PUBLIC UTILITIES DATED JUNE 22, 1923 IN BOOK
961, PAGE 3 OF DEEDS. SHOWN HEREON.
2. WM. G. KERCKHOFF COMPANY, HOLDERS OF A RESERVATION FOR
RIGHTS OF WAY FOR TELEPHONE AND/OR ELECTRIC POLES AND
LINES, AND FOR SEWER, WATER AND/OR GAS MAINS AND PIPE
LINES IN, UNDER, OVER AND ACROSS SAID PROPERTY FOR
PURPOSES OF CONSTRUCTION, RECONSTRUCTION, REPAIRING,
AND/OR ALTERING, RECORDED JANUARY 25, 1944 IN BOOK 1620,
PAGE 209 OF OFFICIAL RECORDS. EASEMENT IS BLANKET IN
NATURE, HOWEVER, IT DOES STATE "...SUCH POLES, LINES OR
PIPES SHALL BE LOCATED AS TO INTERFERE WITH THE PROPERTY
AS LITTLE AS POSSIBLE."
3. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN DEED
RECORDED JANUARY 25, 1944 IN BOOK 1620, PAGE 209 OF OFFICIAL
RECORDS. AFFECTS SUBJECT PROPERTY, BLANKET IN NATURE.
1
SITE NOTES
1. ALL EXISTING UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION.
EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION AND NOTIFY ENGINEER OF WORK OF ANY
DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON
DISCOVERY OF DISCREPANCY.
2. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC
RIGHT-OF-WAY SHALL BE PROTECTED IN-PLACE DURING CONSTRUCTION OR REPLACED TO
THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT.
3. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED UNLESS OTHERWISE NOTED.
4. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHERWISE NOTED.
5. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED.
6. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT MINIMUM OF 2.0% FOR
10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016
CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE
RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER.
7. EXISTING WATER SERVICES TO BE ABANDONED / REMOVED PER CITY OF CARLSBAD
ENGINEERING STANDARDS VOLUME 3, SECTION 15000-3.12.A. EXISTING SEWER LATERAL(S)
TO BE REMOVED PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.12A.
SALVAGE EXISTING WATER METER AND TRANSMITTER AND RETURN TO CMWD.
PROPOSED UNDERGROUND ELECTRIC E E
PROPOSED 1" DOMESTIC WATER SERVICE
1" METER AND 1" BACKFLOW DEVICE PER
CMWD W-3, W-6
PROPOSED 6" AREA DRAIN
WM
EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN
PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED
LAND SURVEYOR WHO SHALL FILE A CORNER RECORD
WITH THE COUNTY IF DISTURBED OR DESTROYED
PROPOSED 6" CURB & GUTTER PER SDRSD G-2
PROPOSED 6" CURB PER SDRSD G-1
PROPOSED 4" THICK PCC SIDEWALK PER SDRSD G-7
PROPOSED PCC PAVEMENT PER GEOTECH.
RECOMMENDATIONS*
PROPOSED 6"x16" PCC FLUSH CURB
PROPOSED PERVIOUS PAVERS PER DETAIL SHEET 3
PROPOSED 3" CONCRETE RIBBON GUTTER PER DETAIL
SHEET 3
PROPOSED MASONRY RETAINING WALL PER SDRSD C-1
PROPOSED MASONRY RETAINING WALL PER SDRSD C-5
PROPOSED DRIVEWAY APRON PER SDRSD G-14A, CITY
OF CARLSBAD GS-12
PROPOSED 1" PVT. PVC WATER SERVICE WITH 1" METER
& BACKFLOW PER CMWD W-3, W-6
1
2
PROPOSED TRENCH RESURFACING OF AC PAVEMENT
PER CITY OF CARLSBAD STANDARD GS-26, GS-28
PROPOSED SAWCUT OF AC PAVEMENT PER DETAIL
SHEET 3
PROPOSED 6" PVT PVC STORM DRAIN
PROPOSED 6" AREA DRAIN BY NDS OR APPROVED
EQUAL
PROPOSED 12"x12" BROOKS BOX WITH GRATED INLET
OR APPROVED EQUAL
PROPOSED 3" PVC (x2) SIDEWALK UNDERDRAIN PER
SDRSD D-27
PROPOSED PVT 6" PVC SEWER LATERAL TRUNKLINE
PER CITY OF CARLSBAD S-7
PROPOSED PVT 6" SEWER CLEANOUT W/ TRAFFIC
RATED LID PER CITY OF CARLSBAD S-7
PROPOSED 3421 TRANSFORMER PER SEPARATE SDGE
WORK ORDER
PROPOSED UNDERGROUND ELECTRIC SERVICE PER
SEPARATE SDGE WORK ORDER
PROPOSED GAS SERVICE PER SEPARATE SDGE WORK
ORDER
3
4
5
6
7
8
13
14
9
15
16
17
18
19
10
20
11
21
12
22
PROPOSED 12" BROOKS BOX OR
APPROVED EQUAL
*PAVEMENT NOTE:
ACTUAL PAVEMENT OR CONCRETE STRUCTURAL
SECTION(S) TO BE CONFIRMED IN FIELD BY
GEOTECHNICAL ENGINEER BASED ON OBSERVED
"R"-VALUES / TESTING.
SDRSD G-14A, CITY OF CARLSBAD GS-12
(WIDTH PER PLAN)
23
REMOVE AND REPLACE EXIST. 12" AC WATER
MAIN WITH 12" PVC PER ENG. ST. VOL 2-3.2.2
24
\ I I
\ ------
- --64-- -
---64---
\:
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-0
' ' Iii \
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/
.....____
zl Is
x \
/ '
\
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0 0 0 0
0
0 0 0 0 0
0 0
0 0
0 0 0 I SHEET I CITY OF CARLSBAD I SHEETS I 0 TENTATIVE PARCEL MAP 0
0 0 PLSA
0 0 I ~
ti I ENGINEER OF WORK: I DWN BY: 5f) 0 PLSAENGINEERING.COM 0 BRYAN A. KNAPP
DAlE: CHKD BY:
RCE: 118542 RVWD BY: BAK
stamp
sheet
date
job no.
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2514
sheet
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A B C D E F G H J K L M N P Q R S
1
2
3
4
5
6
7
8
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10
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13
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15
T U V
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
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m
p
s
OWNER / 160 & 172 SEQUOIA LLC
DEVELOPER 1535 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
888.357.3553
ARCHITECT STEPHEN DALTON ARCHITECTS
444 S CEDROS AVE, STUDIO 190
SOLANA BEACH, CA 92075
858.792.5906
CIVIL PASCO, LARET, SUITER, & ASSOCIATES
1911 SAN DIEGO AVE
SAN DIEGO, CA 92110
PH: (858) 259-8212
LANDSCAPE GILLESPIE MOODY PATERSON -
LANDSCAPE ARCHITECTURE &
PLANNING
3176 LIONSHEAD AVE SUITE 102
CARLSBAD, C A 92010
(858) 558-8977
PROJECT TEAM
- DEMOLITION OF TWO EXISTING SINGLE-FAMILY
DWELLING UNITS
- CONSTRUCT (4) SINGLE-FAMILY TOWNHOMES,
(1) APARTMENT
SCOPE OF WORK
PROJECT
LOCATION
VICINITY MAP
SEQU
O
I
A
AVE
N
A001 TITLE SHEET
C-1 TITLE SHEET
C-2 PRELIMINARY GRADING PLAN
C-3 SECTIONS AND DETAILS
A101 ARCHITECTURAL SITE PLAN & SECTIONS
A102 AREA PLANS & CALCULATIONS
A103 SITE ELEVATIONS
A104 SITE PERSPECTIVES
A105 PHOTO SURVEY
AA202 UNIT 'A' FLOOR PLANS
AA203 UNIT 'A' ROOF PLAN
AA301 UNIT 'A' EXTERIOR ELEVATIONS
AA302 UNIT 'A' EXTERIOR ELEVATIONS
AA401 UNIT 'A' BUILDING SECTIONS
AA402 UNIT 'A' BUILDING SECTIONS
AB202 UNIT 'B' FLOOR PLANS
AB203 UNIT 'B' ROOF PLAN
AB301 UNIT 'B' EXTERIOR ELEVATIONS
AB302 UNIT 'B' EXTERIOR ELEVATIONS
AB401 UNIT 'B' BUILDING SECTIONS
AB402 UNIT 'B' BUILDING SECTIONS
AC202 UNIT 'C' & UNIT 'E' FLOOR PLANS
AC203 UNIT 'C' & UNIT 'E' ROOF PLAN
AC301 UNIT 'C' & UNIT 'E' EXTERIOR ELEVATIONS
AC302 UNIT 'C' & UNIT 'E' EXTERIOR ELEVATIONS
AC401 UNIT 'C' & UNIT 'E' BUILDING SECTIONS
AC402 UNIT 'C' & UNIT 'E' BUILDING SECTIONS
AD202 UNIT 'D' FLOOR PLANS
AD203 UNIT 'D' ROOF PLAN
AD301 UNIT 'D' EXTERIOR ELEVATIONS
AD302 UNIT 'D' EXTERIOR ELEVATIONS
AD401 UNIT 'D' BUILDING SECTIONS
AD402 UNIT 'D' BUILDING SECTIONS
T24-1 TITLE 24 CALCULATIONS
S-1 STRUCTURAL DRAWINGS
L-01 LANDSCAPE CONCEPT PLAN
L-02 LANDSCAPE CONCEPT PLAN
L-03 LANDSCAPE CONCEPT CALCULATIONS
L-04 CONCEPTUAL LIGHTING PLAN
SHEET INDEX
DEVELOPMENT SUMMARY 01RINCON SEQUOIA 4/6/2026
PROJECT INFORMATION
DEVELOPMENT REGULATIONS
DENSITY
MODERATE = 0%
MODERATE = . DU DU
PROPOSED DENSITY 8 DU @ .25 AC =32 DU / AC
CARLSBAD INCLUSIONARY 8 DU x 15% =1.2 DU 1 DU
INCENTIVES / WAIVERS
AVAILABLE INCENTIVES: X
PROPOSED INCENTIVES:X
WAIVERS 1
2
3
UNIT TABULATION
# DU NRSF GFA
THIRD 1,390 SF
SECOND 1,310 SF
FIRST 614 SF
1 DU
GARAGE 554 SF
GFA 3,868 SF 3,868 SF
THIRD 1,269 SF
SECOND 1,279 SF
FIRST 641 SF
NRSF 3,189 SF 1 DU 3,189 SF
GARAGE 534 SF
GFA 3,723 SF 3,723 SF
THIRD 1,313 SF
SECOND 1,232 SF
FIRST 246 SF
NRSF 2,791 SF 1 DU 2,791 SF
GARAGE 547 SF
GFA 3,338 SF 3,338 SF
THIRD 1,280 SF
SECOND 1,266 SF
FIRST 766 SF
1 DU
GARAGE 554 SF
GFA 3,866 SF 3,866 SF
FIRST 406 SF
1 DU
5 DU
MAX 11,056 SF x 60% =6,634 SF
PROPOSED
A (4-BR)1 DU 2 2 2
B (4-BR)1 DU 2 2 2
C (3-BR)1 DU 2 2 2
D (4-BR)1 DU 2 2 2
E (1-BR)1 DU 1.5 1.5 2
TOTAL REQD 12 13
PROPOSED STANDARD SPACES (UNITS)10
PROPOSED STANDARD SPACES (GUEST)1
PROPOSED COMPACT SPACES (GUEST)2
TOTAL PROPOSED SPACES 13
ADA / EV CALCULATIONS
ADA REQ'S
CGC REQ'S
CAP REQ'S
SUPPLEMENTAL RESIDENTIAL REGULATIONS
LANDSCAPING AND OPEN SPACE
PRIVATE RECREATIONAL SPACE
EXISTING AND PROPOSED UNITS
TRASH SUMMARY TABLE
1 1BR 1
0 2BR 0
1 3BR 3
3 4BR 12
TOTAL OCCUPANTS 16 4.9 LBS 200 LBS CY
PROPOSED (3) 65 GALLONS BINS @ EACH UNIT GARAGE (TRASH / RECYCLE / ORGANIC)
1 PER ENVIRONMENTAL PROTECTION AGENCY, THIS IS THE AVERAGE TRASH BY PERSON PER POUND PER DAY
2 AVERAGE WEIGHT IN POUNDS OF HOUSEHOLD TRASH IN 1 CUBIC YARD
RECYCLE = 1.14CY
ORGANIC = 1.14 CY
16 x 4.9 / 200 x 7 DAYS = 2.74 CY
1 EV BRANCH CIRCUIT / UNIT 8 EV BRANCH CIRCUITS
1 EVSE SPACE / UNIT 8 EVSE SPACES
TOTAL RESIDENTIAL SOLID WASTE IN CUBIC
YARDS PER WEEK
TRASH WEIGHT
IN 1 CUBIC
CGC 4.106.4.1
CHECKLIST SECTION 4A
RESIDENTIAL DWELLING UNITS TOTAL #
BEDROOMS
PER EPA
AVG TRASH (1*)
1,300 SF - 2,000 SF
2,000 SF - 2,500 SF
> 2,500 SF
SQUARE FEET NUMBER OF UNITS
(LIVABLE AREA ONLY)
< 800 SF
800 SF - 1,300 SF
TRASH = 1.14CY
TOTALS
A (4-BR)
20%B (4-BR)
20%
20%C (3-BR)
20%E (1-BR)
SF / DU
20%D (4-BR)
N/A
UNIT TYPE QNTY
CITY
CODE SECTION(S)
CBC 1109A.2.1 (EXCP 1)
RATIO #PROPOSED
REQUIRED PROPOSED
N/A
1
DEVELOPMENT SUMMARY 01RINCON SEQUOIA 4/6/2026PROJECT INFORMATIONDEVELOPMENT REGULATIONSDENSITY MODERATE = 0%MODERATE = . DU DUPROPOSED DENSITY 8 DU @ .25 AC =32 DU / ACCARLSBAD INCLUSIONARY 8 DU x 15% =1.2 DU 1 DU
INCENTIVES / WAIVERS
AVAILABLE INCENTIVES: X
PROPOSED INCENTIVES:X
WAIVERS 1
2
3
UNIT TABULATION
# DU NRSF GFA
THIRD 1,390 SF
SECOND 1,310 SF
FIRST 614 SF
1 DU
GARAGE 554 SF
GFA 3,868 SF 3,868 SF
THIRD 1,269 SF
SECOND 1,279 SF
FIRST 641 SF
NRSF 3,189 SF 1 DU 3,189 SF
GARAGE 534 SF
GFA 3,723 SF 3,723 SF
FIRST 406 SF
NRSF 406 SF 1 DU 406 SF
GFA 406 SF 406 SF
THIRD 1,313 SF
SECOND 1,232 SF
FIRST 246 SF
NRSF 2,791 SF 1 DU 2,791 SF
GARAGE 547 SF
GFA 3,338 SF 3,338 SF
THIRD 1,280 SF
SECOND 1,266 SF
FIRST 766 SF
1 DU
GARAGE 554 SF
GFA 3,866 SF 3,866 SF
5 DU
MAX 11,056 SF x 60% =6,634 SF
PROPOSED
A (4-BR)1 DU 2 2 2
B (4-BR)1 DU 2 2 2
STUDIO 1 DU 1.5 1.5 2
C (3-BR)1 DU 2 2 2
D (4-BR)1 DU 2 2 2
TOTAL REQD 12 13
PROPOSED STANDARD SPACES (UNITS)10
PROPOSED STANDARD SPACES (GUEST)1
PROPOSED COMPACT SPACES (GUEST)2
TOTAL PROPOSED SPACES 13
ADA / EV CALCULATIONS
ADA REQ'S
CGC REQ'S
CAP REQ'S
SUPPLEMENTAL RESIDENTIAL REGULATIONS
LANDSCAPING AND OPEN SPACE
PRIVATE RECREATIONAL SPACE
EXISTING AND PROPOSED UNITS
TRASH SUMMARY TABLE
1 1BR 1
0 2BR 0
1 3BR 3
3 4BR 12
TOTAL OCCUPANTS 16 4.9 LBS 200 LBS CY
PROPOSED (3) 65 GALLONS BINS @ EACH UNIT GARAGE (TRASH / RECYCLE / ORGANIC)
1 PER ENVIRONMENTAL PROTECTION AGENCY, THIS IS THE AVERAGE TRASH BY PERSON PER POUND PER DAY
2 AVERAGE WEIGHT IN POUNDS OF HOUSEHOLD TRASH IN 1 CUBIC YARD
RECYCLE = 1.14CY
ORGANIC = 1.14 CY
16 x 4.9 / 200 x 7 DAYS = 2.74 CY
1 EV BRANCH CIRCUIT / UNIT 8 EV BRANCH CIRCUITS
1 EVSE SPACE / UNIT 8 EVSE SPACES
TOTAL RESIDENTIAL SOLID WASTE IN CUBIC
YARDS PER WEEK
TRASH WEIGHT
IN 1 CUBIC
CGC 4.106.4.1
CHECKLIST SECTION 4A
RESIDENTIAL DWELLING UNITS TOTAL #
BEDROOMS
PER EPA
AVG TRASH (1*)
1,300 SF - 2,000 SF
2,000 SF - 2,500 SF
> 2,500 SF
SQUARE FEET NUMBER OF UNITS
(LIVABLE AREA ONLY)
< 800 SF
800 SF - 1,300 SF
TRASH = 1.14CY
TOTALS
A (4-BR)
20%B (4-BR)
20%
20%C (3-BR)
20%STUDIO
SF / DU
20%D (4-BR)
REQUIRED PROPOSED
N/A N/A
UNIT TYPE QNTY
CITY
CODE SECTION(S)
CBC 1109A.2.1 (EXCP 1)
RATIO #PROPOSED
1
DEVELOPMENT SUMMARY 01RINCON SEQUOIA 4/6/2026PROJECT INFORMATIONDEVELOPMENT REGULATIONSDENSITY
MODERATE = 0%
MODERATE = . DU DU
PROPOSED DENSITY 8 DU @ .25 AC =32 DU / AC
CARLSBAD INCLUSIONARY 8 DU x 15% =1.2 DU 1 DU
INCENTIVES / WAIVERS
AVAILABLE INCENTIVES: X
PROPOSED INCENTIVES:X
WAIVERS 1
2
3
UNIT TABULATION
# DU NRSF GFA
THIRD 1,390 SF
SECOND 1,310 SF
FIRST 614 SF
1 DU
GARAGE 554 SF
GFA 3,868 SF 3,868 SF
THIRD 1,269 SF
SECOND 1,279 SF
FIRST 641 SF
NRSF 3,189 SF 1 DU 3,189 SF
GARAGE 534 SF
GFA 3,723 SF 3,723 SF
THIRD 1,313 SF
SECOND 1,232 SF
FIRST 246 SF
NRSF 2,791 SF 1 DU 2,791 SF
GARAGE 547 SF
GFA 3,338 SF 3,338 SF
THIRD 1,280 SF
SECOND 1,266 SF
FIRST 766 SF
1 DU
GARAGE 554 SF
GFA 3,866 SF 3,866 SF
FIRST 406 SF
1 DU
5 DU
MAX 11,056 SF x 60% =6,634 SF
PROPOSED
A (4-BR)1 DU 2 2 2
B (4-BR)1 DU 2 2 2
C (3-BR)1 DU 2 2 2
D (4-BR)1 DU 2 2 2
E (1-BR)1 DU 1.5 1.5 2
TOTAL REQD 12 13
PROPOSED STANDARD SPACES (UNITS)10
PROPOSED STANDARD SPACES (GUEST)1
PROPOSED COMPACT SPACES (GUEST)2
TOTAL PROPOSED SPACES 13
ADA / EV CALCULATIONS
ADA REQ'S
CGC REQ'S
CAP REQ'S
SUPPLEMENTAL RESIDENTIAL REGULATIONS
LANDSCAPING AND OPEN SPACE
PRIVATE RECREATIONAL SPACE
EXISTING AND PROPOSED UNITS
TRASH SUMMARY TABLE
1 1BR 1
0 2BR 0
1 3BR 3
3 4BR 12
TOTAL OCCUPANTS 16 4.9 LBS 200 LBS CY
PROPOSED (3) 65 GALLONS BINS @ EACH UNIT GARAGE (TRASH / RECYCLE / ORGANIC)
1 PER ENVIRONMENTAL PROTECTION AGENCY, THIS IS THE AVERAGE TRASH BY PERSON PER POUND PER DAY
2 AVERAGE WEIGHT IN POUNDS OF HOUSEHOLD TRASH IN 1 CUBIC YARD
RECYCLE = 1.14CY
ORGANIC = 1.14 CY
16 x 4.9 / 200 x 7 DAYS = 2.74 CY
1 EV BRANCH CIRCUIT / UNIT 8 EV BRANCH CIRCUITS
1 EVSE SPACE / UNIT 8 EVSE SPACES
TOTAL RESIDENTIAL SOLID WASTE IN CUBIC
YARDS PER WEEK
TRASH WEIGHT
IN 1 CUBIC
CGC 4.106.4.1
CHECKLIST SECTION 4A
RESIDENTIAL DWELLING UNITS TOTAL #
BEDROOMS
PER EPA
AVG TRASH (1*)
1,300 SF - 2,000 SF
2,000 SF - 2,500 SF
> 2,500 SF
SQUARE FEET NUMBER OF UNITS
(LIVABLE AREA ONLY)
< 800 SF
800 SF - 1,300 SF
TRASH = 1.14CY
TOTALS
A (4-BR)
20%B (4-BR)
20%
20%C (3-BR)
20%E (1-BR)
SF / DU
20%D (4-BR)
N/A
UNIT TYPE QNTY
CITY
CODE SECTION(S)
CBC 1109A.2.1 (EXCP 1)
RATIO #PROPOSED
REQUIRED PROPOSED
N/A
1
DEVELOPMENT SUMMARY 01RINCON SEQUOIA 4/6/2026PROJECT INFORMATIONDEVELOPMENT REGULATIONSDENSITY MODERATE = 0%MODERATE = . DU DUPROPOSED DENSITY 8 DU @ .25 AC =32 DU / ACCARLSBAD INCLUSIONARY 8 DU x 15% =1.2 DU 1 DUINCENTIVES / WAIVERSAVAILABLE INCENTIVES: XPROPOSED INCENTIVES:X
WAIVERS 1
2
3
UNIT TABULATION
# DU NRSF GFA
THIRD 1,390 SF
SECOND 1,310 SF
FIRST 614 SF
1 DU
GARAGE 554 SF
GFA 3,868 SF 3,868 SF
THIRD 1,269 SF
SECOND 1,279 SF
FIRST 641 SF
NRSF 3,189 SF 1 DU 3,189 SF
GARAGE 534 SF
GFA 3,723 SF 3,723 SF
THIRD 1,313 SF
SECOND 1,232 SF
FIRST 246 SF
NRSF 2,791 SF 1 DU 2,791 SF
GARAGE 547 SF
GFA 3,338 SF 3,338 SF
THIRD 1,280 SF
SECOND 1,266 SF
FIRST 766 SF
1 DU
GARAGE 554 SF
GFA 3,866 SF 3,866 SF
FIRST 406 SF
1 DU
5 DU
MAX 11,056 SF x 60% =6,634 SF
PROPOSED
A (4-BR)1 DU 2 2 2
B (4-BR)1 DU 2 2 2
C (3-BR)1 DU 2 2 2
D (4-BR)1 DU 2 2 2
E (1-BR)1 DU 1.5 1.5 2
TOTAL REQD 12 13
PROPOSED STANDARD SPACES (UNITS)10
PROPOSED STANDARD SPACES (GUEST)1
PROPOSED COMPACT SPACES (GUEST)2
TOTAL PROPOSED SPACES 13
ADA / EV CALCULATIONS
ADA REQ'S
CGC REQ'S
CAP REQ'S
SUPPLEMENTAL RESIDENTIAL REGULATIONS
LANDSCAPING AND OPEN SPACE
PRIVATE RECREATIONAL SPACE
EXISTING AND PROPOSED UNITS
TRASH SUMMARY TABLE
1 1BR 1
0 2BR 0
1 3BR 3
3 4BR 12
TOTAL OCCUPANTS 16 4.9 LBS 200 LBS CY
PROPOSED (3) 65 GALLONS BINS @ EACH UNIT GARAGE (TRASH / RECYCLE / ORGANIC)
1 PER ENVIRONMENTAL PROTECTION AGENCY, THIS IS THE AVERAGE TRASH BY PERSON PER POUND PER DAY
2 AVERAGE WEIGHT IN POUNDS OF HOUSEHOLD TRASH IN 1 CUBIC YARD
RECYCLE = 1.14CY
ORGANIC = 1.14 CY
16 x 4.9 / 200 x 7 DAYS = 2.74 CY
1 EV BRANCH CIRCUIT / UNIT 8 EV BRANCH CIRCUITS
1 EVSE SPACE / UNIT 8 EVSE SPACES
TOTAL RESIDENTIAL SOLID WASTE IN CUBIC
YARDS PER WEEK
TRASH WEIGHT
IN 1 CUBIC
CGC 4.106.4.1
CHECKLIST SECTION 4A
RESIDENTIAL DWELLING UNITS TOTAL #
BEDROOMS
PER EPA
AVG TRASH (1*)
1,300 SF - 2,000 SF
2,000 SF - 2,500 SF
> 2,500 SF
SQUARE FEET NUMBER OF UNITS
(LIVABLE AREA ONLY)
< 800 SF
800 SF - 1,300 SF
TRASH = 1.14CY
TOTALS
A (4-BR)
20%B (4-BR)
20%
20%C (3-BR)
20%E (1-BR)
SF / DU
20%D (4-BR)
N/A
UNIT TYPE QNTY
CITY
CODE SECTION(S)
CBC 1109A.2.1 (EXCP 1)
RATIO #PROPOSED
REQUIRED PROPOSED
N/A
1
160 & 172 SEQUOIA
160 SEQUOIA AVE - CARLSBAD, CA 92008
172 SEQUOIA AVE - CARLSBAD, CA 92008
DEVELOPMENT SUMMARY
OWNER / DEVELOPER 160 & 172 SEQUOIA LLC
PROJECT NAME 160 & 172 SEQUOIA
PROJECT ADDRESS 160 SEQUOIA AVE
CARLSBAD, CA 92008
172 SEQUOIA AVE
CARLSBAD, CA 92008
A.P.N. 206-011-09-00
206-011-10-00
LEGAL DESCRIPTION LOTS 9 AND 10 IN BLOCK "H" OF
PALISADES IN THE CITY OF
CARLSBAD IN THE COUNTY OF
SAN DIEGO STATE OF CALIFORNIA
ACCORDING TO MAP THEREOF No
1747
SITE AREA 11,056 SF (.254 AC)
GENERAL PLAN R-23
ZONING RD-M
EXISTING LAND USE RESIDENTAL
PROPOSED LAND USE RESIDENTAL
OCCUPANCY TYPES R2
S2 - PRIVATE GARAGE
ALLOWED DENSITY 15-23 DU/AC
PROPOSED DENSITY 5 DU/ 0.259 AC = 19.31 DU /AC
PROPOSED UNITS 5 UNITS
ALLOWED COVERAGE 6,634 SF (60%)
PROPOSED COVERAGE 6,024 SF (54%)
CONSTRUCTION TYPE VB
SETBACKS REQ'D PROPOSED
FRONT: 10'-0" 10'-0"
SIDE: 5'-0" 5'-0"
SIDE: 5'-0" 6'-0"
REAR: 10'-0" 10'-0"
APPLICABLE CODES 2025 CBC, CFC, CMC, CPC, CEC
PARKING TABLE
REQURED PARKING: 2 SPACES PER UNIT (GARAGE)
PROVIDED PARKING: 2 SPACES PER UNIT (GARAGE)
1 GUEST SPOT PER UNIT
OPEN SPACE TABLE
REQ'D REC SPACE 200 SF / DU
PROP'D REC SPACE UNIT A: 827 SF / DU
UNIT B: 810 SF / DU
UNIT C: 985 SF / DU
UNIT D: 910 SF / DU
SITE CONDITIONS SUMMARY TABLE
GRADING QUANTITIES CUT: 185 CY
FILL: 125 CY
IMPORT: 60 CY
REMEDIAL: 1,700 CY
AVG. DAILY TRAFFIC 38 TRIPS
(4 TOWNHOMES X 8 = ADT / DU
RESIDENTAL)
(1 APARTMENT X 6 = ADT / DU
RESIDENTAL)
SEWER DISTRICT CITY OF CARLSBAD WASTEWATER
DIVISION
WATER DISTRICT CARLSBAD MUNICIPAL WATER
DISTRICT
SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL
DISTRCIT
POTABLE WATER 250 GPD / DU (RESIDENTAL - MIXED
USE)
SEWER GENERATION 1 EDU / DU
EXISTING DRAINAGE
DISCHARGE (CFS) 0.91 CFS (TOTAL FOR SITE)
PROPOSED DRAINAGE
DISCHARGE (CFS) 1.07 CFS (TOTAL FOR SITE,
UNMITIGATED)
PROJECT DATA
6"
EL 99.99
A 8-1
1
A8-1
1
2
3
4 A6-1
10
1
A4-1
1
A4-1
1
0
0
N
RI
01.01
F01
DRAWING TITLE
GRID LINES
BUILDING SECTION
WALL OR DETAIL
SECTION
DETAIL
CALLOUT
EXT/INT ELEVATIONS
NORTH
ARROW
ABOVE, BELOW, OR HIDDEN
CUTLINE
DOOR IDENTIFIER
WINDOW IDENTIFIER
MATERIAL IDENTIFIER
FIXTURE IDENTIFIER
KEYNOTE
REVISION CLOUD/CALLOUT
DATUM POINT
ELEVATION
SLAB STEP
DRAFTING SYMBOLS
(E) EXISTING
ABV ABOVE
AC ACOUSTICAL
ACC ACCESSIBLE
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADA AMERICANS W/ DISABILITIES ACT
ADD'L ADDITIONAL
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALUM ALUMINUM
AN ANODIZED
AP ACCESS PANEL
APPROX APPROXIMATE
ASYM ASYMMETRICAL
BATT BATTING
BD BOARD
BLDG BUILDING
BLW BELOW
BM BEAM
BO BOTTOM OF
BTWN BETWEEN
BUR BUILT-UP ROOFING
BYD BEYOND
CAB CABINET
CEMT CEMENTITIOUS
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CONC CONCRETE
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CTR CENTER
DBL DOUBLE
DF DRINKING FOUNTAIN
DIA DIAMETER
DS DOWNSPOUT
DTL DETAIL
DWG DRAWING
EA EACH
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
EMER EMERGENCY
EP ELECTRICAL PANEL
EQ EQUAL
EQPT EQUIPMENT
EX EXISTING
EXT EXTERIOR
FA FIRE ALARM
FAC FIN FACTORY FINISH
FAU FORCED AIR UNIT
FC FIBER CEMENT
FD FLOOR DRAIN
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FG FINISH GRADE
FIN FINISH
FL FLUORESCENT
FLR FLOOR
FLR SNK FLOOR SINK
FLSH'G FLASHING
FO FACE OF
FR FRENCH DOOR
FRP FIBER REINFORCED PLASTIC
FS FINISH SURFACE
FT FOOT OR FEET
FTG FOOTING
FURR FURRING
GA GAUGE
GALV GALVANIZED
GALV GALVANIZED
GC GENERAL CONTRACTOR
GL GLASS
GYP GYPSUM
HB HOSE BIBB
HC HOLLOW CORE
HD HOT DIPPED
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
ID INSIDE DIAMETER
IN INCHES
INSUL INSULATION
INT INTERIOR
JST JOIST
LAV LAVATORY SINK
MANUF MANUFACTURER
MAX MAXIMUM
MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL
MIN MINIMUM
MIR MIRROR
MNT MOUNTED
MO MASONRY OPENING
MS MOP SINK
MTL METAL
MTR METER
MTRL MATERIAL
MUL MULLION
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
O/ OVER
O/FL OVERFLOW DRAIN
OC ON CENTER
OD OUTSIDE DIAMETER
OPNG OPENING
OPP OPPOSITE
OSCI OWNER SUPPLIED CONTRACTOR
INSTALLED
OVHD OVERHEAD
PART PARTITION
P-LAM PLASTIC LAMINATE
PLSTR PLASTER
PLT PLATE
PLYWD PLYWOOD
PNT PAINT(ED)
PR PAIR
PREFIN PRE-FINISHED
PV PHOTOVOLTAIC
PWDR POWDER
R RADIUS
RAG RETURN AIR GRILLE
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RE/S RE-SAWN
RECSS'D RECESSED
REF REFERENCE
REFL REFLECTED
REFRIG REFRIGERATOR
REQ'D REQUIRED
RES RESILIENT
RF'G ROOFING
RM ROOM
RMC RECESSED MEDICINE CABINET
RO ROUGH OPENING
RP RAISED PANEL
RR RESTROOM
SC SOLID CORE
SCHED SCHEDULE
SECT SECTION
SH SHELF
SHT SHEET
SHT'G SHEATHING
SHWR SHOWER
SIM SIMILAR
SIP STRUCTURAL INSULATED PANEL
SMF SHEET METAl FLASHING
SPEC SPECIFICATION
SS STAINLESS STEEL
SSG STRUCTURAL SILICONE GLAZED
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SUSP SUSPENDED
SWM SELF-ADHERING WATERPROOF
MEMBRANE
T&G TONGUE & GROOVE
TB TOWEL BAR
TEL TELEPHONE
THRESH THRESHOLD
TO TOP OF
TPH TOILET PAPE HOLDER
TS TUBE STEEL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VAV VARIABLE AIR VOLUME
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VIF VERIFY IN FIELD
W WIDTH
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WH WATER HEATER
WR WATER RESISTANT
ABBREVIATIONS
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ABCDEFGHJKLMNPQRSTUV
LICENSEDARCHITECTSTEPHENE.DALTON
STATEOFCALIFORNIAOONo. C25166
01/31/21
ci
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OWNER / DEVELOPER 160 & 172 SEQUOIA LLC
PROJECT NAME 160 & 172 SEQUOIA
PROJECT ADDRESS 160 SEQUOIA AVE
CARLSBAD, CA 92008
172 SEQUOIA AVE
CARLSBAD, CA 92008
A.P.N. 206-011-09-00
206-011-10-00
LEGAL DESCRIPTION LOTS 9 AND 10 IN BLOCK "H" OF
PALISADES IN THE CITY OF
CARLSBAD IN THE COUNTY OF
SAN DIEGO STATE OF CALIFORNIA
ACCORDING TO MAP THEREOF No
1747
SITE AREA 11,056 SF (.254 AC)
GENERAL PLAN R-23
ZONING RD-M
EXISTING LAND USE RESIDENTAL
PROPOSED LAND USE RESIDENTAL
OCCUPANCY TYPES R2
S2 - PRIVATE GARAGE
ALLOWED DENSITY 15-23 DU/AC
PROPOSED DENSITY 5 DU/ 0.259 AC = 19.31 DU /AC
PROPOSED UNITS 5 UNITS
ALLOWED COVERAGE 6,634 SF (60%)
PROPOSED COVERAGE 6,024 SF (54%)
CONSTRUCTION TYPE VB
SETBACKS REQ'D PROPOSED
FRONT: 10'-0" 10'-0"
SIDE: 5'-0" 5'-0"
SIDE: 5'-0" 6'-0"
REAR: 10'-0" 10'-0"
APPLICABLE CODES 2025 CBC, CFC, CMC, CPC, CEC
PARKING TABLE
REQURED PARKING: 2 SPACES PER UNIT (GARAGE)
PROVIDED PARKING: 2 SPACES PER UNIT (GARAGE)
1 GUEST SPOT PER UNIT
OPEN SPACE TABLE
REQ'D REC SPACE 200 SF / DU
PROP'D REC SPACE UNIT A: 827 SF / DU
UNIT B: 810 SF / DU
UNIT C: 985 SF / DU
UNIT D: 910 SF / DU
SITE CONDITIONS SUMMARY TABLE
GRADING QUANTITIES CUT: 185 CY
FILL: 125 CY
IMPORT: 60 CY
REMEDIAL: 1,700 CY
AVG. DAILY TRAFFIC 38 TRIPS
(4 TOWNHOMES X 8 = ADT / DU
RESIDENTAL)
(1 APARTMENT X 6 = ADT / DU
RESIDENTAL)
SEWER DISTRICT CITY OF CARLSBAD WASTEWATER
DIVISION
WATER DISTRICT CARLSBAD MUNICIPAL WATER
DISTRICT
SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL
DISTRCIT
POTABLE WATER 250 GPD / DU (RESIDENTAL - MIXED
USE)
SEWER GENERATION 1 EDU / DU
EXISTING DRAINAGE
DISCHARGE (CFS) 0.91 CFS (TOTAL FOR SITE)
PROPOSED DRAINAGE
DISCHARGE (CFS) 1.07 CFS (TOTAL FOR SITE,
UNMITIGATED)
PROJECT DATA
OWNER / 160 & 172 SEQUOIA LLC
DEVELOPER 1535 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
888.357.3553
ARCHITECT STEPHEN DALTON ARCHITECTS
444 S CEDROS AVE, STUDIO 190
SOLANA BEACH, CA 92075
858.792.5906
CIVIL PASCO, LARET, SUITER, & ASSOCIATES
1911 SAN DIEGO AVE
SAN DIEGO, CA 92110
PH: (858) 259-8212
LANDSCAPE GILLESPIE MOODY PATERSON -
LANDSCAPE ARCHITECTURE &
PLANNING
3176 LIONSHEAD AVE SUITE 102
CARLSBAD, C A 92010
(858) 558-8977
PROJECT TEAM
PROJECT
LOCATION
VICINITY MAP
SEQU
O
I
A
AVE
N
SITE PLAN LEGEND
PROPOSED BUILDING FOOTPRINT
HARDSCAPE: CONCRETE
HARDSCAPE: PAVERS
LANDSCAPE
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
1.0%
7.
5
%
7.
6
%
7.
6
%
3.
5
%
3.
5
%
1.
3
%
1.
3
%
25.0'25.0'
50.0'
6.0'
EX. SDG&E ESMT.
6.
0
'
EX
.
S
D
G
&
E
E
S
M
T
.
5.
0
'
S
Y
S
B
10.0' RYSB
5.
0
'
S
Y
S
B
15.0'10.0'
5.5'
5.5'
(6
.
4
%
)
(7
.
5
%
)
(5
.
4
%
)
2.0%
9.6%2.0%
5.
0
%
5.
0
%
1.0%1.0%
4.5%
4.5%
1.0%
7.5%
10.0'
10.0'
WM
WM
WM
WM
4.
8
%
4.8%
5.
2
%
5.
2
%
1.3%
20
.
0
'
10.0' FYSB
1.0%
1.
3
%
2.0%
8.0%
8.0%
2.0%
5.
0
'
6.
0
'
4.
0
'
24
.
0
'
10.0'
9.0'
1.5%
0 5'10'20'
9'
-
0
"
12'-0"
9'-0"
22
'
-
0
"
18'-0"
10'-0"STBK10'-0"STBK
6'
-
0
"
5'-
0
"
ST
B
K
46'-6"12'-0"10'-1" V.I.F.46'-6"10'-0"
5'
-
0
"
V.
I
.
F
.
28
'
-
0
"
23
'
-
1
0
"
27
'
-
0
"
6'
-
0
"
V.
I
.
F
.
25'-0" TO CENTERLINE
5'
-
0
"
ST
B
K
26
'
-
9
1
/
2
"
15
'
-
1
0
"
UNIT CUNIT B
UNIT A UNIT D
DRIVEWAY
SE
Q
U
O
I
A
A
V
E
N
U
E
UNIT E
N
ATTACHED GARAGE
(2 PARKING SPACES)
ATTACHED GARAGE
(2 PARKING SPACES)
EXISTING POWER POLE
TO REMAIN
RETAINING WALLS
PER CIVIL PLANS
ATTACHED GARAGE
(2 PARKING SPACES)
ATTACHED GARAGE
(2 PARKING SPACES)
PROPERTY LINE, TYP
SETBACK LINE, TYP
TRANSFORMER
PER CIVIL PLANS 6'-0" EASEMENT
LINE OF FLOOR ABOVE
LINE OF FLOOR ABOVE
LINE OF FLOOR ABOVE
LINE OF FLOOR ABOVE
GARAGE
(2 PARKING
SPACES)
GUEST
198 SF
GUEST
162 SF
GUEST
162 SF
59.20'
1 1ST FLOOR
69.28'
2 2ND FLOOR
79.37'
3 3RD FLOOR
PROPERTY LINE30'-0" HEIGHT LIMIT
UNIT AUNIT B
59.20'
1 1ST FLOOR
69.28'
2 2ND FLOOR
79.37'
3 3RD FLOOR
PROPERTY LINE30'-0" HEIGHT LIMIT
UNIT CUNIT B
UNIT E
GARAGE
SCALE: 1" = 10'1ARCHITECTURAL SITE PLAN
SCALE: 1" = 10'3UNIT A & B - SECTION
SCALE: 1" = 10'2UNIT B, C, & E - SECTION
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LICENSEDARCHITECTSTEPHENE.DALTON
STATEOFCALIFORNIAOONo. C25166
01/31/21
ci
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614.17 sq ft
553.59 sq ft
1,320.71 sq ft
238.44 sq ft
1,424.65 sq ft
78.58 sq ft98.18 sq ft
640.75 sq ft
533.91 sq ft 1,291.93 sq ft
180.56 sq ft
1,276.5 sq ft
136.33 sq ft
LOT INFORMATION:
LOT SIZE: 11,056 SF (.254 AC)
PROPOSED AREAS:
UNIT A 3RD FLOOR: 1,390 SF
2ND FLOOR: 1,310 SF
1ST FLOOR: 614 SF
SUBTOTAL: 3,314 SF
GARAGE: 554 SF
UNIT B 3RD FLOOR: 1,269 SF
2ND FLOOR: 1,279 SF
1ST FLOOR: 641 SF
SUBTOTAL: 3,189 SF
GARAGE: 534 SF
UNIT C 3RD FLOOR: 1,313 SF
2ND FLOOR: 1,232 SF
1ST FLOOR: 246 SF
SUBTOTAL: 3,791 SF
GARAGE: 547 SF
UNIT D
3RD FLOOR: 1,280 SF
2ND FLOOR: 1,266 SF
1ST FLOOR: 766 SF
SUBTOTAL: 3,312 SF
GARAGE: 554 SF
UNIT E 1ST FLOOR: 406 SF
SUBTOTAL: 406 SF
TOTALS:
TOTAL GFA: 15,201 SF
TOTAL NRSF: 16,258 SF
REQ'D REC SPACE
200 SF / UNIT
PROP'D REC SPACE
UNIT A 3RD FLOOR: 197 SF
2ND FLOOR: 238 SF
1ST FLOOR: 397 SF
SUBTOTAL: 832 SF
UNIT B 3RD FLOOR: 128 SF
2ND FLOOR: 191 SF
1ST FLOOR: 500 SF
SUBTOTAL: 819 SF
UNIT C 3RD FLOOR: 175 SF
2ND FLOOR: 181 SF
1ST FLOOR: 294 SF
SUBTOTAL: 650 SF
UNIT D 3RD FLOOR: 211 SF
2ND FLOOR: 216 SF
1ST FLOOR: 509 SF
SUBTOTAL: 936 SF
UNIT E 1ST FLOOR: 336 SF
SUBTOTAL: 336 SF
AREA TABULATION
RECREATION SPACE
AREA PLAN LEGEND
UNIT AREA
GARAGE AREA
PRIVATE RECREATION SPACE
554.42 sq ft
766 sq ft
1,253.94 sq ft
216.23 sq ft
1,279.5 sq ft
153.33 sq ft
58 sq ft
235.52 sq ft
405.89 sq ft
537.12 sq ft
1,215.33 sq ft
180.58 sq ft
1,287.5 sq ft
136.92 sq ft
50 sq ft
554.42 sq ft
235.52 sq ft
640.75 sq ft
766 sq ft614.17 sq ft
405.89 sq ft
537.12 sq ft533.91 sq ft
553.59 sq ft
SCALE: 1" = 10'2UNIT A - FIRST
SCALE: 1" = 10'3UNIT A - 2ND
SCALE: 1" = 10'4UNIT A - 3RD
SCALE: 1" = 10'5UNIT B - FIRST
SCALE: 1" = 10'6UNIT B - FIRST
SCALE: 1" = 10'7UNIT B - FIRST
SCALE: 1" = 10'11UNIT D - FIRST
SCALE: 1" = 10'12UNIT D - SECOND
SCALE: 1" = 10'13UNIT D - THIRD
SCALE: 1" = 10'8UNIT C / UNIT E - FIRST
SCALE: 1" = 10'9UNIT C - SECOND
SCALE: 1" = 10'10UNIT C - THIRD
SCALE: 1" = 10'1AREA - SITE PLAN
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LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
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1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
30'-0" HEIGHT LIMIT
FINISHED GRADE, TYP.
PROPERTY LINE TYP30'-0" HEIGHT LIMIT
(UNIT C & D)
UNIT A UNIT B
30'-0" HEIGHT LIMIT
FINISHED GRADE, TYP.
PROPERTY LINE TYP
UNIT B UNIT C UNIT E
30'-0" HEIGHT LIMIT
FINISHED GRADE, TYP.
PROPERTY LINE TYP
30'-0" HEIGHT LIMIT(UNIT A & B)
UNIT C UNIT D
UNIT E
30'-0" HEIGHT LIMIT
FINISHED GRADE, TYP.UNIT D UNIT A
SCALE: 1/8" = 1'-0"1 SOUTH SITE ELEVATION
SCALE: 1/8" = 1'-0"3 EAST SITE ELEVATION
SCALE: 1/8" = 1'-0"4 NORTH SITE ELEVATION
SCALE: 1/8" = 1'-0"5 WEST SITE ELEVATION
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LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
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1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
NOT TO SCALE3PERSPECTIVE VIEW - NORTHEAST
NOT TO SCALE1PERSPECTIVE VIEW - SOUTHEAST
NOT TO SCALE4PERSPECTIVE VIEW - NORTHWEST
NOT TO SCALE2PERSPECTIVE VIEW - SOUTHWEST
~--, ,-::.:_ __ ---,---"''::>•"
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
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NOT TO SCALE1PHOTO KEY PLAN
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1 2 3 4 5 6 7
891011121314
02'4'8'
2
AA402
2
AA402
1
AA402
1
AA402
1
AA401
1
AA401
2
AA401
2
AA401
47'-10"
28
'
-
0
"
15'-0"5'-6"1'-8"19'-4"8'-0"
28
'
-
0
"
5'-
0
"
1'
-
6
"
1'-0"20'-6"27'-0"
1'-
0
"
18
'
-
6
"
9'
-
6
"
4'-
0
"
47'-6"
13
'
-
6
"
5'-
0
"
4'-5"5'-3 1/2"17'-3 1/2"
1'-
0
"
1'-
0
"
4'-1"5'-0"2'-6"6'-11"10"
GARAGE
BATH 3
BEDROOM 4
CLOSET
ELEV
ENTRY
CLOSET
PORCH
13'-0" x 12'-6"
FAU
42"
42
"
N
LINE OF FLOOR ABOVE
TR
TR
TR
W/
D
6 7
891011121314
123456789
10
11
02'4'8'
2
AA402
2
AA402
1
AA402
1
AA402
1
AA401
1
AA401
2
AA401
2
AA401
34
'
-
0
"
46'-6"
35
'
-
0
"
25'-6"6'-0"6'-5"9'-7"
2'-0"39'-0"7'-6"
1'-
0
"
2'-
0
"
32
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-
0
"
1'-0"4'-8"6'-6"1'-0"1'-0"1'-0"16'-2"1'-0"12'-1/2"4'-1 1/2"
1'-0"6'-6"6'-6"1'-0"10'-6"
18
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-
6
"
5'-
0
"
1'-
0
"
9'
-
6
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8'
-
1
/
2
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1'-
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"
10
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-
5
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1'
-
0
"
20
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-
7
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47'-6"
1'-0"1'-0"
DECK
LIVING
POWDER
ELEV
LAUNDRY
DINING
PANTRY
KITCHEN
16'-0" x 20'-0"
14-0" x 16'-0"
12'-0" x 20'-0"
9-0" x 4'-0"
RE
F
N
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
SCALE: 1/4" = 1'-0"1 1ST FLOOR PLAN - UNIT A
SCALE: 1/4" = 1'-0"2 2ND FLOOR PLAN - UNIT A
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
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123456789
10
11
12
13
14
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02'4'8'
2
AA402
2
AA402
1
AA402
1
AA402
1
AA401
1
AA401
2
AA401
2
AA401
32
'
-
0
"
46'-6"
12
'
-
0
"
18
'
-
0
"
1'
-
0
"
4'
-
0
"
1'-0"13'-0"1'-0"1'-0"15'-0"11'-6"6'-0"
7'
-
0
"
30'-2 1/2"3'-0"13'-3 1/2"
1'
-
0
"
1'
-
0
"
11
'
-
2
"
3'
-
4
"
6'
-
2
"
11
'
-
4
"
1'-0"1'-2"12'-1/2"14'-0"
1'-0"1'-0"
1'-0"1'-10"11'-2"1'-0"
34
'
-
0
"
14
'
-
6
"
2'
-
6
"
1'
-
0
"
47'-6"
1'-0"
ELEV
BEDROOM 2
DECK
BEDROOM 1
DECK
SITTINGBATH 2
BEDROOM 3
BATH 1
CLOSET
7'-0" x 12'-6"
14'-0" x 17'-6"
7'-0" x 11'-6"
11'-0" x 11'-6"
10'-6" x 14'-0"
FAU
42"
42
"
N
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SL
O
P
E
3:1
2
SL
O
P
E
3:1
2
SL
O
P
E
3:1
2
SL
O
P
E
3:1
2
SLOPE
3:12
SLOPE
3:12
SL
O
P
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3:1
2
SL
O
P
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3:1
2
2
AA402
2
AA402
1
AA402
1
AA402
1
AA401
2
AA401
SCALE: 1/4" = 1'-0"1 3RD FLOOR PLAN - UNIT A
SCALE: 1/4" = 1'-0"2 ROOF PLAN - UNIT A
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
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1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
8'
-
0
"
7'-
6
"
9'-
0
"
29
'
-
1
1
"
MA
X
B
U
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PROPERTY LINE 30'-0" HEIGHT LIMIT
RF-1
FCB-4
WN-1
FCB-2
FCB-5
WD-1
ECP-1
MS-1
GR-1
DR-1
ECP-3
@ RETURN
8'-
0
"
7'
-
6
"
9'
-
0
"
29
'
-
1
1
"
MA
X
B
U
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D
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N
G
H
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I
G
H
T
30'-0" HEIGHT LIMIT
PROPERTY LINE
TYP
RF-1
FCB-4
WN-1
FCB-2
FCB-5
WD-1
ECP-1
MS-1
DR-3
ECP-2
@ RETURN
MARK DESCRIPTION
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLORCOLOR: CRYSTAL WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MORNING SIDE
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MATCH DE6364 "CAVERNOUS"
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIE
STYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIESTYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: BOOTHBAY BLUE
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, PAINTED
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: CHARCOAL
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: PEWTER GRAY
WOOD SIDING
MANUF: TBD
STYLE: HORIZONTAL
COLOR: CEDAR
STONE SIDING
MANUF: AAA NATURAL STONE
STYLE: THIN VENEERCOLOR: PLATINUM
EXTERIOR GUARDRAIL (GLASS)MANUF: VIEWRAIL
STYLE: RECESSED BASE RAIL SYSTEM
COLOR: STARPHIRE / CLEAR GLASS
WINDOWS
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (GLAZED)
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (PANEL)
MANUF: TBD
STYLE: TBD
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
DOORS (GARAGE)
MANUF: TBDSTYLE: SECTIONAL ROLL UP
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
BRAKE METAL
MANUF: TBD
STYLE: FLAT, SMOOTH, PROFILE PER LOCATION
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
ECP-1
ECP-2
ECP-3
FCB-1
FCB-2
FCB-3
FCB-4
FCB-5
FCB-6
FCB-7
FCB-8
RF-1
RF-2
WD-1
MS-1
GR-1
WN-1
DR-1
DR-2
DR-3
MTL-1
EXT. FINISH SCHEDULE
SCALE: 1/4" = 1'-0"1 UNIT A - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"2 UNIT A - EAST ELEVATION
L_ ___________ _
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R-=-==-------f------L--
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
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1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
MARK DESCRIPTION
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLORCOLOR: CRYSTAL WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MORNING SIDE
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MATCH DE6364 "CAVERNOUS"
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIE
STYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIESTYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: BOOTHBAY BLUE
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, PAINTED
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: CHARCOAL
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: PEWTER GRAY
WOOD SIDING
MANUF: TBD
STYLE: HORIZONTAL
COLOR: CEDAR
STONE SIDING
MANUF: AAA NATURAL STONE
STYLE: THIN VENEERCOLOR: PLATINUM
EXTERIOR GUARDRAIL (GLASS)MANUF: VIEWRAIL
STYLE: RECESSED BASE RAIL SYSTEM
COLOR: STARPHIRE / CLEAR GLASS
WINDOWS
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (GLAZED)
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (PANEL)
MANUF: TBD
STYLE: TBD
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
DOORS (GARAGE)
MANUF: TBDSTYLE: SECTIONAL ROLL UP
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
BRAKE METAL
MANUF: TBD
STYLE: FLAT, SMOOTH, PROFILE PER LOCATION
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
ECP-1
ECP-2
ECP-3
FCB-1
FCB-2
FCB-3
FCB-4
FCB-5
FCB-6
FCB-7
FCB-8
RF-1
RF-2
WD-1
MS-1
GR-1
WN-1
DR-1
DR-2
DR-3
MTL-1
EXT. FINISH SCHEDULE
8'-
0
"
7'
-
6
"
9'
-
0
"
29
'
-
1
1
"
MA
X
B
U
I
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T
30'-0" HEIGHT LIMIT
PROPERTY LINE
TYP
RF-1
FCB-4
WN-1
DR-2
ECP-2
MTL-1
8'
-
0
"
7'-
6
"
9'-
0
"
29
'
-
1
1
"
MA
X
B
U
I
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D
I
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H
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I
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30'-0" HEIGHT LIMIT
PROPERTY LINE
TYP
RF-1
WN-1
FCB-2
FCB-5
WD-1
ECP-1
MS-1
ECP-1
ECP-2
@ RETURN
GR-1
FCB-4
SCALE: 1/4" = 1'-0"2 UNIT A - NORTH ELEVATION
SCALE: 1/4" = 1'-0"1 UNIT A - WEST ELEVATION
···• ........ J
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LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
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30'-0" HEIGHT LIMIT
PROPERTY LINE
FINISH GRADE, TYP.FINISHED
GRADE, TYP.
GARAGE BEDROOM PORCHBATH
LAUNDRY LIVINGDINING DECK
BEDROOM DECKSITTINGBEDROOM
8'-
0
"
PL
A
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PL
A
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9'-
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"
PL
A
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29
'
-
1
1
"
MA
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B
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T
30'-0" HEIGHT LIMIT
PROPERTY LINE
FINISHED
GRADE, TYP.
GARAGE ENTRY
LIVINGKITCHEN
BATH SITTING BATH
STAIRS
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
SCALE: 1/4" = 1'-0"2 UNIT A - SECTION
SCALE: 1/4" = 1'-0"1 UNIT A - SECTION
__/I
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
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0
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PL
A
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29
'
-
1
1
"
MA
X
B
U
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G
H
T
30'-0" HEIGHT LIMIT
PROPERTY LINE
FINISHED
GRADE, TYP.
GARAGE
LAUNDRY KITCHEN
BEDROOMBEDROOMBATH
8'-
0
"
PL
A
T
E
H
E
I
G
H
T
PL
A
T
E
H
E
I
G
H
T
V
A
R
I
E
S
9'-
0
"
PL
A
T
E
H
E
I
G
H
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29
-
1
1
"
MA
X
B
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H
T
FINISHED
GRADE, TYP.
PROPERTY LINE
30'-0" HEIGHT LIMIT
BEDROOM ENTRY
LIVING POWDER
BEDROOM BATH CLOSET
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
SCALE: 1/4" = 1'-0"2 UNIT A - SECTION
SCALE: 1/4" = 1'-0"1 UNIT A - SECTION
I
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:---------------------C ---------------------
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LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
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1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
1
2
34567891011121314
02'4'8'
GARAGE
CLOSET
ELEV
FAU
BATH 3
BEDROOM 4
ENTRY
CLOSET
12'-0" x 12'-6"
42"
42
"
1
AB402
1
AB402
2
AB402
2
AB402
2
AB401
2
AB401
N
46'-6"
27
'
-
0
"
27
'
-
0
"
46'-6"
4'
-
0
"
17
'
-
6
1
/
2
"
9'
-
5
1
/
2
"
20'-6"22'-6"3'-6"
1'
-
0
"
3'-1"2'-10"4'-8"4'-0"2'-6"4'-1"1'-4"
11
'
-
8
"
5'-
1
0
1
/
2
"
1'-6"10'-0"20'-6"4'-3"4'-8"5'-7"
LINE OF FLOOR ABOVE
GARAGE, SEE UNIT C
FOR PLANS AND
ELEVATIONS
TRTRTR
1
AB401
1
AB401
1
2
34567891011121314
12345678
9
10
11
12
W D
02'4'8'
3'-0"10'-0"1'-0"14'-0"1'-0"1'-5 1/2"1'-0"
LIVING
KITCHEN
PANTRY
LAUNDRY
ELEV
POWDER
DECK
CLOSET
DINING
10'-0" x 18'-0"
16'-0" x 17'-0"
13'-0" x 15'-0"
4'-0" x 11'-0"
1
AB402
1
AB402
2
AB402
2
AB402
2
AB401
2
AB401
REF
N
46'-6"
48'-6"
31
'
-
0
"
30
'
-
6
"
15'-1/2"2'-0"17'-5 1/2"14'-0"
11
'
-
0
"
20
'
-
0
"
5'-
0
"
6'-
0
"
9'-
0
"
46'-6"2'-0"
1'-0"1'-6"1'-0"9'-6"1'-0"13'-0"1'-0"4'-7"
1'-0"
7'-4"4'-2"1'-5"1'-0"
1'-
0
"
1'-
0
"
14
'
-
6
"
6'
-
2
"
10
'
-
4
"
GARAGE BELOW, SEE
UNIT C FOR PLANS AND
ELEVATIONS
1
AB401
1
AB401
SCALE: 1/4" = 1'-0"1 1ST FLOOR PLAN - UNIT B
SCALE: 1/4" = 1'-0"2 2ND FLOOR PLAN - UNIT B
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A B C D E F G H J K L M N P Q R S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
T U V
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
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s
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a
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p
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1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
12345678
9
10
11
12
13
14
15
16
02'4'8'
1
AB402
1
AB402
2
AB402
2
AB402
2
AB401
2
AB401
ELEV
CLOSET
BATH 1BEDROOM 2
DECK
LINEN
BEDROOM 3
CLOSET
BEDROOM 1
BATH 2
8'-0" x 16'-0"
14'-0" x 18'-6"
13'-9" x 10'-6"
11'-0" x 14'-0"
FAU
42"
42
"
N
1
AB401
1
AB401
46'-6"
31
'
-
0
"
46'-6"
31
'
-
0
"
31'-5 1/2"16'-1"11 1/2"
1'
-
0
"
1'
-
0
"
8'
-
0
"
15
'
-
0
"
8'
-
0
"
40'-11"5'-7"1'-0"
1'-0"13'-0"1'-0"1'-5 1/2"1'-0"3'-0"11'-0"
1'-0"1'-0"13'-0"14'-0"1'-5"9'-6"1'-0"
1'
-
0
"
1'
-
0
"
10
'
-
9
"
3'
-
4
"
6'
-
5
"
10
'
-
6
"
REDUCED
CLG. HT.GARAGE, SEE UNIT C
FOR PLANS AND
ELEVATIONS
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SL
O
P
E
3:1
2
SL
O
P
E
3:1
2
SL
O
P
E
3:1
2
SL
O
P
E
3:1
2
SL
O
P
E
3:1
2
SL
O
P
E
3:1
2
1
AB402
1
AB402
2
AB402
2
AB402
2
AB401
1
AB401
SCALE: 1/4" = 1'-0"1 3RD FLOOR PLAN - UNIT B
SCALE: 1/4" = 1'-0"2 ROOF PLAN - UNIT B
GARAGE ROOF; REF
UNIT C PLANS AND
ELEVATIONS
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A B C D E F G H J K L M N P Q R S
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
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s
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8'
-
0
"
7'-
6
"
9'-
0
"
29
'
-
1
1
"
MA
X
B
U
I
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D
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H
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I
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PROPERTY LINE TYP
30'-0" HEIGHT LIMIT
RF-2
FCB-3
WN-1
FCB-1
FCB-6
WD-1
ECP-1
MS-1
GR-1
DR-1
ECP-2
@ RETURN
ECP-3
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
MARK DESCRIPTION
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLORCOLOR: CRYSTAL WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MORNING SIDE
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MATCH DE6364 "CAVERNOUS"
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIE
STYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIESTYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: BOOTHBAY BLUE
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, PAINTED
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: CHARCOAL
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: PEWTER GRAY
WOOD SIDING
MANUF: TBD
STYLE: HORIZONTAL
COLOR: CEDAR
STONE SIDING
MANUF: AAA NATURAL STONE
STYLE: THIN VENEERCOLOR: PLATINUM
EXTERIOR GUARDRAIL (GLASS)MANUF: VIEWRAIL
STYLE: RECESSED BASE RAIL SYSTEM
COLOR: STARPHIRE / CLEAR GLASS
WINDOWS
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (GLAZED)
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (PANEL)
MANUF: TBD
STYLE: TBD
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
DOORS (GARAGE)
MANUF: TBDSTYLE: SECTIONAL ROLL UP
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
BRAKE METAL
MANUF: TBD
STYLE: FLAT, SMOOTH, PROFILE PER LOCATION
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
ECP-1
ECP-2
ECP-3
FCB-1
FCB-2
FCB-3
FCB-4
FCB-5
FCB-6
FCB-7
FCB-8
RF-1
RF-2
WD-1
MS-1
GR-1
WN-1
DR-1
DR-2
DR-3
MTL-1
EXT. FINISH SCHEDULE
8'
-
0
"
7'
-
6
"
9'
-
0
"
29
'
-
1
1
"
MA
X
B
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H
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PROPERTY LINE TYP
30'-0" HEIGHT LIMIT
RF-2
FCB-6
WN-1
FCB-1
ECP-1
WD-1
MS-1
ECP-2
@ RETURN
ECP-3
SCALE: 1/4" = 1'-0"1 UNIT B - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"2 UNIT B - EAST ELEVATION
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stamp
sheet
date
job no.
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16
0
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B
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2
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2514
sheet
UN
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A B C D E F G H J K L M N P Q R S
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T U V
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4
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8
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11
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14
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
MARK DESCRIPTION
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLORCOLOR: CRYSTAL WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MORNING SIDE
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MATCH DE6364 "CAVERNOUS"
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIE
STYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIESTYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: BOOTHBAY BLUE
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, PAINTED
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: CHARCOAL
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: PEWTER GRAY
WOOD SIDING
MANUF: TBD
STYLE: HORIZONTAL
COLOR: CEDAR
STONE SIDING
MANUF: AAA NATURAL STONE
STYLE: THIN VENEERCOLOR: PLATINUM
EXTERIOR GUARDRAIL (GLASS)MANUF: VIEWRAIL
STYLE: RECESSED BASE RAIL SYSTEM
COLOR: STARPHIRE / CLEAR GLASS
WINDOWS
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (GLAZED)
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (PANEL)
MANUF: TBD
STYLE: TBD
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
DOORS (GARAGE)
MANUF: TBDSTYLE: SECTIONAL ROLL UP
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
BRAKE METAL
MANUF: TBD
STYLE: FLAT, SMOOTH, PROFILE PER LOCATION
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
ECP-1
ECP-2
ECP-3
FCB-1
FCB-2
FCB-3
FCB-4
FCB-5
FCB-6
FCB-7
FCB-8
RF-1
RF-2
WD-1
MS-1
GR-1
WN-1
DR-1
DR-2
DR-3
MTL-1
EXT. FINISH SCHEDULE
8'
-
0
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7'
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6
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9'
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29
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1
1
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MA
X
B
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30'-0" HEIGHT LIMIT
PROPERTY LINE
TYP
RF-2
FCB-3
WN-1
GR-1
MS-1
DR-2
ECP-2
GARAGE, SEE UNIT
C FOR PLANS AND
ELEVATIONS
8'
-
0
"
7'
-
6
"
9'
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29
'
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1
"
MA
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B
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30'-0" HEIGHT LIMIT
PROPERTY LINE
TYP
RF-2
WN-1
FCB-3
FCB-6
WD-1
ECP-1
MS-1
GR-1
ECP-2
ECP-3
@ RETURN
ECP-3
DR-3
SCALE: 1/4" = 1'-0"1 UNIT B - NORTH ELEVATION
SCALE: 1/4" = 1'-0"2 UNIT B - WEST ELEVATION
----~ L_ ____ _
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A B C D E F G H J K L M N P Q R S
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T U V
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8
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11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
29
'
-
1
1
"
MA
X
B
U
I
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D
I
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G
H
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I
G
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8'
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0
"
PL
A
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PL
A
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V
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9'
-
0
"
PL
A
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E
H
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I
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30'-0" HEIGHT LIMIT
PROPERTY LINE
FINISHED
GRADE, TYP.
GARAGE BATH CLOSET BEDROOM
KITCHEN DINING LIVING
BEDROOM BATH BATH BEDROOM
GARAGE
29
'
-
1
1
"
MA
X
B
U
I
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D
I
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G
H
E
I
G
H
T
8'
-
0
"
PL
A
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E
H
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I
G
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7'
-
6
"
PL
A
T
E
H
E
I
G
H
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9'
-
0
"
PL
A
T
E
H
E
I
G
H
T
30'-0" HEIGHT LIMIT
PROPERTY LINE
FINISHED
GRADE, TYP.
GARAGE
ELEVATORSTAIRS
ENTRY
POWDERLAUNDRY LIVING
CLOSETBEDROOM
SCALE: 1/4" = 1'-0"1 UNIT B - SECTION
SCALE: 1/4" = 1'-0"2 UNIT B - SECTION
I
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2514
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UN
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A B C D E F G H J K L M N P Q R S
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T U V
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8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
29
'
-
1
1
"
MA
X
B
U
I
L
D
I
N
G
H
E
I
G
H
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8'
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PL
A
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E
H
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I
G
H
T
7'
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6
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PL
A
T
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H
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G
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9'
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PL
A
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H
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I
G
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PROPERTY LINE
FINISHED
GRADE, TYP.
DECK BEDROOM CLOSET
DECK LIVING STAIRS
ENTRYBEDROOM
29
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-
3
/
8
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8'
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PL
A
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H
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H
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PL
A
T
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H
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V
A
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S
9'
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0
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PL
A
T
E
H
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I
G
H
T
30'-0" HEIGHT LIMIT
PROPERTY LINE
FINISHED GRADE, TYP.
GARAGE
KITCHEN PANTRY LAUNDRY
BEDROOM BEDROOMBATH
SCALE: 1/4" = 1'-0"2 UNIT B - SECTION
SCALE: 1/4" = 1'-0"1 UNIT B - SECTION
I
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C I
---------------------------------1
stamp
sheet
date
job no.
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A B C D E F G H J K L M N P Q R S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
T U V
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
1 2 3 4 5 6 7 8
9
10
11
12
13
14
15
16
02'4'8'
21
'
-
0
"
(
G
A
R
A
G
E
)
6'
-
0
"
6'
-
0
"
GARAGE
ELEV
ENTRY
FAU
42"
42
"
LIVING / KITCHEN
11'-6" x 15'-0"
ENTRY
BEDROOM
9'-0" x 10'-0"
GARAGE
1
AC402
1
AC402
2
AC402
2
AC402
2
AC401
2
AC401
N
REF
27
'
-
0
"
(
U
N
I
T
C
)
12'-0"46'-6"
58'-6"
1'-
0
"
3'-6"
16'-0" (STUDIO UNIT)12'-0" (GARAGE)30'-6" (UNIT C)
9'-7"2'-0"4'-5"10'-0"4'-0"16'-6"
27
'
-
0
"
(
S
T
U
D
I
O
U
N
I
T
)
14
'
-
3
"
12
'
-
9
"
3'-6"7'-2"2'-10"
LINE OF FLOOR ABOVE LINE OF UNIT B
TRTRTR
1
AC401
1
AC401
7 8
9
10
11
12
13
14
15
16
1 2 3 4 5 6 W
D
02'4'8'
46'-6"
1'-0"10'-0"1'-0"1'-0"
ELEV
KITCHEN
PANTRY
DINING
LIVING
DECK
LAUNDRY
POWDER
14'-0" x 16'-0"
4'-0" x 10'-0"
18'-0" x 20'-0"
10'-0" x 17'-0"
1
AC402
1
AC402
2
AC402
2
AC402
2
AC401
2
AC401
N
REF
31
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-
0
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48'-6"
1'-6"15'-0"17'-6"14'-0"
2'-5 1/2"11'-6 1/2"34'-6"
1'-
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11
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6'
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6
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6'-
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5'
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6
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1'-
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16
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1
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2
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1'-6"1'-0"7'-11"3'-5 1/2"14'-6 1/2"5'-1"1'-0"
GARAGE ROOF
LINE OF UNIT B
1
AC401
1
AC401
SCALE: 1/4" = 1'-0"1 1ST FLOOR PLAN - UNIT C & UNIT E & GARAGE
SCALE: 1/4" = 1'-0"2 2ND FLOOR PLAN - UNIT C
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A B C D E F G H J K L M N P Q R S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
T U V
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
1 2 3 4 5 6 7 8
9
10
11
12
13
14
15
16
02'4'8'
1'-0"
1'-0"1'-0"1'-0"
ELEV
CLOSET
BEDROOM 1
BATH 1
BEDROOM 2
BEDROOM 3
BATH 2SITTING
DECK
DECK
10'-0" x 5'-0"
10'-0" x 11'-6"
10'-6" x 11'-6"
14'-0" x 16'-0"FAU
42"
42
"
1
AC402
1
AC402
2
AC402
2
AC402
2
AC401
2
AC401
N
46'-6"
30
'
-
7
1
/
2
"
46'-6"
1'-0"6'-6"15'-0"10'-0"15'-0"
1'-0"31'-6"15'-0"
1'
-
0
"
13
'
-
0
"
15
'
-
7
1
/
2
"
1'
-
0
"
5'-
0
"
1'-1"7'-5"6'-3"6'-8"10'-1"
1'-0"1'-0"
GARAGE ROOF
LINE OF UNIT B
1
AC401
1
AC401
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SL
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3:1
2
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3:1
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3:1
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3:1
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3:1
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3:1
2
1
AC402
1
AC402
2
AC402
2
AC402
2
AC401
1
AC401
SCALE: 1/4" = 1'-0"1 3RD FLOOR PLAN - UNIT C
SCALE: 1/4" = 1'-0"2 ROOF PLAN - UNIT C
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A B C D E F G H J K L M N P Q R S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
T U V
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
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8'
-
0
"
7'
-
6
"
9'
-
0
"
29
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-
1
1
"
MA
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B
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PROPERTY LINE TYP
30'-0" HEIGHT LIMIT
RF-2
FCB-3
WN-1
ECP-2
DR-2
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
MARK DESCRIPTION
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLORCOLOR: CRYSTAL WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MORNING SIDE
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MATCH DE6364 "CAVERNOUS"
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIE
STYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIESTYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: BOOTHBAY BLUE
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, PAINTED
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: CHARCOAL
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: PEWTER GRAY
WOOD SIDING
MANUF: TBD
STYLE: HORIZONTAL
COLOR: CEDAR
STONE SIDING
MANUF: AAA NATURAL STONE
STYLE: THIN VENEERCOLOR: PLATINUM
EXTERIOR GUARDRAIL (GLASS)MANUF: VIEWRAIL
STYLE: RECESSED BASE RAIL SYSTEM
COLOR: STARPHIRE / CLEAR GLASS
WINDOWS
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (GLAZED)
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (PANEL)
MANUF: TBD
STYLE: TBD
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
DOORS (GARAGE)
MANUF: TBDSTYLE: SECTIONAL ROLL UP
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
BRAKE METAL
MANUF: TBD
STYLE: FLAT, SMOOTH, PROFILE PER LOCATION
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
ECP-1
ECP-2
ECP-3
FCB-1
FCB-2
FCB-3
FCB-4
FCB-5
FCB-6
FCB-7
FCB-8
RF-1
RF-2
WD-1
MS-1
GR-1
WN-1
DR-1
DR-2
DR-3
MTL-1
EXT. FINISH SCHEDULE
8'-
0
"
7'
-
6
"
9'
-
0
"
29
'
-
1
1
"
MA
X
B
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PROPERTY LINE TYP
30'-0" HEIGHT LIMIT
WD-1
@ RETURN
RF-2
FCB-3
WN-1
GR-1
ECP-2
ECP-3
FCB-7
FCB-1
SCALE: 1/4" = 1'-0"1 UNIT C - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"2 UNIT C / UNIT E - EAST ELEVATION
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A B C D E F G H J K L M N P Q R S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
T U V
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
MARK DESCRIPTION
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLORCOLOR: CRYSTAL WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MORNING SIDE
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MATCH DE6364 "CAVERNOUS"
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIE
STYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIESTYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: BOOTHBAY BLUE
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, PAINTED
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: CHARCOAL
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: PEWTER GRAY
WOOD SIDING
MANUF: TBD
STYLE: HORIZONTAL
COLOR: CEDAR
STONE SIDING
MANUF: AAA NATURAL STONE
STYLE: THIN VENEERCOLOR: PLATINUM
EXTERIOR GUARDRAIL (GLASS)MANUF: VIEWRAIL
STYLE: RECESSED BASE RAIL SYSTEM
COLOR: STARPHIRE / CLEAR GLASS
WINDOWS
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (GLAZED)
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (PANEL)
MANUF: TBD
STYLE: TBD
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
DOORS (GARAGE)
MANUF: TBDSTYLE: SECTIONAL ROLL UP
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
BRAKE METAL
MANUF: TBD
STYLE: FLAT, SMOOTH, PROFILE PER LOCATION
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
ECP-1
ECP-2
ECP-3
FCB-1
FCB-2
FCB-3
FCB-4
FCB-5
FCB-6
FCB-7
FCB-8
RF-1
RF-2
WD-1
MS-1
GR-1
WN-1
DR-1
DR-2
DR-3
MTL-1
EXT. FINISH SCHEDULE
8'
-
0
"
7'
-
6
"
9'
-
0
"
29
'
-
1
1
"
MA
X
B
U
I
L
D
I
N
G
H
E
I
G
H
T
PROPERTY LINE TYP
30'-0" HEIGHT LIMIT
WD-1
@ RETURN
RF-2
FCB-3
WN-1
GR-1
ECP-2
FCB-7
FCB-1
ECP-1
ECP-3
8'-
0
"
7'
-
6
"
9'
-
0
"
29
'
-
1
1
"
MA
X
B
U
I
L
D
I
N
G
H
E
I
G
H
T
PROPERTY LINE TYP
30'-0" HEIGHT LIMIT
WD-1
@ RETURN
FCB-7
FCB-1
WN-1
RF-1
GR-1
ECP-1
ECP-3
DR-3
ECP-3
ECP-2
MS-1
FCB-3
SCALE: 1/4" = 1'-0"1 UNIT C / UNIT E - NORTH ELEVATION
SCALE: 1/4" = 1'-0"2 UNIT C / UNIT E - WEST ELEVATION
~+----=-=-====--t------T--I
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T U V
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
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s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
9'
-
0
"
PL
A
T
E
H
E
I
G
H
T
29
'
-
1
1
"
MA
X
B
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I
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H
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H
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7'-
6
"
PL
A
T
E
H
E
I
G
H
T
FINISHED
GRADE, TYP.
PROPERTY LINE
30'-0" HEIGHT LIMIT
BEDROOM
BATHCLSITTINGBEDROOM
LIVING KITCHEN DINING
GARAGEENTRY
DECK
GARAGE
PL
A
T
E
H
E
I
G
H
T
V
A
R
I
E
S
9'
-
0
"
PL
A
T
E
H
E
I
G
H
T
29
'
-
1
1
"
MA
X
B
U
I
L
D
I
N
G
H
E
I
G
H
T
FINISHED
GRADE, TYP.
30'-0" HEIGHT LIMIT
GARAGE
ELEV
CLOSETBATH ENTRY
LAUNDRYPOWDERLIVINGSTAIR
BATHROOM CLOSET BEDROOM
SCALE: 1/4" = 1'-0"1 UNIT C / UNIT E - SECTION
SCALE: 1/4" = 1'-0"2 UNIT C / UNIT E - SECTION
C __________________________ _
CI
C_ ________________________ _
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A B C D E F G H J K L M N P Q R S
1
2
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5
6
7
8
9
10
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14
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T U V
1
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4
5
6
7
8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
29
'
-
1
1
"
MA
X
B
U
I
L
D
I
N
G
H
E
I
G
H
T
PL
A
T
E
H
E
I
G
H
T
V
A
R
I
E
S
9'
-
0
"
PL
A
T
E
H
E
I
G
H
T
PROPERTY LINE
30'-0" HEIGHT LIMIT
FINISHED
GRADE, TYP.
BEDROOM BATH
DECK LIVING
BEDROOM BATH
29
'
-
1
1
"
MA
X
B
U
I
L
D
I
N
G
H
E
I
G
H
T
8'
-
0
"
PL
A
T
E
H
E
I
G
H
T
PL
A
T
E
H
E
I
G
H
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V
A
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I
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S
8'-
6
5
/
8
"
PL
A
T
E
H
E
I
G
H
T
PROPERTY LINE
30'-0" HEIGHT LIMIT
FINISHED
GRADE, TYP.
GARAGE
KITCHEN DINING POWDER
BEDROOM SITTING BEDROOM
SCALE: 1/4" = 1'-0"1 UNIT C / UNIT E - SECTION
SCALE: 1/4" = 1'-0"2 UNIT C - SECTION
I
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C ____________________ ;
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date
job no.
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UN
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AD202
St
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A B C D E F G H J K L M N P Q R S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
T U V
1
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3
4
5
6
7
8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
02'4'8'
47'-6"
32
'
-
0
"
30
'
-
0
"
47'-6"
26
'
-
0
"
4'
-
0
"
11'-0"16'-0"20'-6"
27
'
-
0
"
1'
-
0
"
2'
-
0
"
27'-0"20'-6"
1'-0"1'-0"
GARAGEBEDROOM 4
BATH 3
ELEV
ENTRY
13'-0" x 14'-0"
2
AD402
2
AD402
1
AD402
1
AD402
2
AD401
2
AD401
1
AD401
1
AD401
1 2 3 4 5 6 7
8
9
10
11
12
13
14
15
16
N
LINE OF FLOOR ABOVE
TRTRTR
W/
D
1
2
3
4
5
6
02'4'8'
49'-6"
2'-0"17'-6"30'-0"
1'
-
0
"
31
'
-
0
"
2'-0"17'-0"24'-0"6'-6"
8'
-
0
"
6'
-
0
"
5'
-
6
"
47'-6"
7'-10"1'-0"8'-8"4'-4"1'-0"9'-8"1'-0"1'-0"
15
'
-
9
"
5'-
9
"
6'
-
6
"
ELEV
DINING
LIVING
POWDER
PANTRY
KITCHEN
DECK
LAUNDRY
4'-0" x 10'-0"
13'-0" x 15'-0"
15'-6" x 20'-0"
11'-0" x 18'-0"
FAU
42"
42
"
2
AD402
2
AD402
1
AD402
1
AD402
2
AD401
2
AD401
1
AD401
1
AD401
1 2 3 4 5 6 7
8
9
10
11
12
13
14
15
16
RE
F
N
SCALE: 1/4" = 1'-0"1 1ST FLOOR PLAN - UNIT D
SCALE: 1/4" = 1'-0"2 2ND FLOOR PLAN - UNIT D
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A B C D E F G H J K L M N P Q R S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
T U V
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
02'4'8'
48'-6"
31
'
-
6
"
47'-6"
32
'
-
0
"
1'-0"8'-10"15'-0"9'-8"15'-0"
1'
-
0
"
12
'
-
8
"
5'-
6
"
1'
-
0
"
11
'
-
1
0
"
2'
-
0
"
15
'
-
0
"
15
'
-
0
"
1'-
6
"
1'-0"7'-10"15'-0"24'-8"
6'
-
0
"
1'-0"13'-0"1'-0"9'-8"1'-0"13'-0"1'-0"
1'
-
0
"
13
'
-
0
"
1'
-
0
"
1'-0"8'-4"1'-4"1'-0"1'-0"1'-0"
ELEV
DECK
DECK
SITTING
BEDROOM 1
BATH 1
CLOSET
BEDROOM 2
BATH 2
BEDROOM 3
8'-0" x 15'-0"
14'-0" x 15'-0"
6'-0" x 9'-6"
12'-0" x 12'-0"
11'-0" x 13'-6"
2
AD402
2
AD402
1
AD402
1
AD402
2
AD401
2
AD401
1
AD401
1
AD401
N
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SL
O
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3:1
2
SL
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3:1
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3:1
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3:1
2
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3:1
2
2
AD402
2
AD402
1
AD402
1
AD402
SCALE: 1/4" = 1'-0"1 3RD FLOOR PLAN - UNIT D
SCALE: 1/4" = 1'-0"2 ROOF PLAN - UNIT D
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UN
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
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8'
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7'
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9'
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29
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1
1
"
MA
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PROPERTY LINE 30'-0" HEIGHT LIMIT
RF-1
FCB-8
WN-1
MS-1
DR-2
ECP-2
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
MARK DESCRIPTION
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLORCOLOR: CRYSTAL WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MORNING SIDE
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MATCH DE6364 "CAVERNOUS"
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIE
STYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIESTYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: BOOTHBAY BLUE
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, PAINTED
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: CHARCOAL
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: PEWTER GRAY
WOOD SIDING
MANUF: TBD
STYLE: HORIZONTAL
COLOR: CEDAR
STONE SIDING
MANUF: AAA NATURAL STONE
STYLE: THIN VENEERCOLOR: PLATINUM
EXTERIOR GUARDRAIL (GLASS)MANUF: VIEWRAIL
STYLE: RECESSED BASE RAIL SYSTEM
COLOR: STARPHIRE / CLEAR GLASS
WINDOWS
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (GLAZED)
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (PANEL)
MANUF: TBD
STYLE: TBD
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
DOORS (GARAGE)
MANUF: TBDSTYLE: SECTIONAL ROLL UP
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
BRAKE METAL
MANUF: TBD
STYLE: FLAT, SMOOTH, PROFILE PER LOCATION
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
ECP-1
ECP-2
ECP-3
FCB-1
FCB-2
FCB-3
FCB-4
FCB-5
FCB-6
FCB-7
FCB-8
RF-1
RF-2
WD-1
MS-1
GR-1
WN-1
DR-1
DR-2
DR-3
MTL-1
EXT. FINISH SCHEDULE
8'-
0
"
7'
-
6
"
9'
-
0
"
29
'
-
1
1
"
MA
X
B
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30'-0" HEIGHT LIMIT
PROPERTY LINE TYP
GR-1
RF-1
FCB-8
FCB-3
FCB-2
WN-1
WD-1
ECP-2
MS-1
ECP-3
DR-2
DR-3
@ RETURN
SCALE: 1/4" = 1'-0"1 UNIT D - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"2 UNIT D - EAST ELEVATION
' I
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
MARK DESCRIPTION
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLORCOLOR: CRYSTAL WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MORNING SIDE
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
EXTERIOR CEMENT PLASTER (STUCCO)
MANUF: LA HABRA
STYLE: 20/30 SAND FINISH, INTEGRAL COLOR
COLOR: MATCH DE6364 "CAVERNOUS"
FIBER CEMENT BOARD TRIM
MANUF: JAMES HARDIE
STYLE: SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIE
STYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: ARCTIC WHITE
FIBER CEMENT BOARD AND BATTEN
MANUF: JAMES HARDIESTYLE: PANEL AND BATTEN, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: BOOTHBAY BLUE
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
FIBER CEMENT BOARD PANEL
MANUF: JAMES HARDIE
STYLE: PANEL, SMOOTH, PAINTED
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
FIBER CEMENT BOARD SIDING
MANUF: JAMES HARDIE
STYLE: HORIZONTAL, SMOOTH, MANUF COLOR
COLOR: IRON GRAY
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: CHARCOAL
ASPHALT SHINGLE ROOF
MANUF: GAF
STYLE: TIMBERLINE HDZ
COLOR: PEWTER GRAY
WOOD SIDING
MANUF: TBD
STYLE: HORIZONTAL
COLOR: CEDAR
STONE SIDING
MANUF: AAA NATURAL STONE
STYLE: THIN VENEERCOLOR: PLATINUM
EXTERIOR GUARDRAIL (GLASS)MANUF: VIEWRAIL
STYLE: RECESSED BASE RAIL SYSTEM
COLOR: STARPHIRE / CLEAR GLASS
WINDOWS
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (GLAZED)
MANUF: TBD
STYLE: TBD
COLOR: BLACK
DOORS (PANEL)
MANUF: TBD
STYLE: TBD
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
DOORS (GARAGE)
MANUF: TBDSTYLE: SECTIONAL ROLL UP
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
BRAKE METAL
MANUF: TBD
STYLE: FLAT, SMOOTH, PROFILE PER LOCATION
COLOR: MATCH DE6033 "PORCUPINE NEEDLES"
ECP-1
ECP-2
ECP-3
FCB-1
FCB-2
FCB-3
FCB-4
FCB-5
FCB-6
FCB-7
FCB-8
RF-1
RF-2
WD-1
MS-1
GR-1
WN-1
DR-1
DR-2
DR-3
MTL-1
EXT. FINISH SCHEDULE
8'
-
0
"
7'
-
6
"
9'
-
0
"
PROPERTY LINE TYP
30'-0" HEIGHT LIMIT
WD-1
@ RETURN
RF-1
FCB-8
FCB-2
FCB-3
GR-1
ECP-1
WN-1
ECP-2
MS-1
29
'
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1
1
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MA
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8'-
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7'
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9'
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29
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1
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MA
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B
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I
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D
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H
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PROPERTY LINE TYP
30'-0" HEIGHT LIMIT
WD-1
@ RETURN
RF-1
FCB-2
FCB-8
FCB-3
GR-1
WN-1
ECP-2
SCALE: 1/4" = 1'-0"1 UNIT D - NORTH ELEVATION
SCALE: 1/4" = 1'-0"2 UNIT D - WEST ELEVATION
" I
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A B C D E F G H J K L M N P Q R S
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T U V
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
29
'
-
1
1
"
MA
X
B
U
I
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D
I
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G
H
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I
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6'
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8
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PL
A
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H
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I
G
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7'-
6
"
PL
A
T
E
H
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G
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9'
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0
"
PL
A
T
E
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I
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H
T
FINISHED
GRADE, TYP.
30'-0" HEIGHT LIMIT
PROPERTY LINE
BEDROOM BATH CLOSET GARAGE
DECK DINING KITCHEN
BEDROOMBEDROOMSITTINGDECK
VA
R
I
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D
P
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A
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E
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9'
-
0
"
8'
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"
29
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1
1
"
MA
X
B
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I
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H
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FINISHED
GRADE, TYP.
30'-0" HEIGHT LIMIT
PROPERTY LINE
GARAGEENTRY
ELEV
STAIR
LAUNDRYPOWDERSTAIRLIVING
BATH BEDROOM
SCALE: 1/4" = 1'-0"1 UNIT D - SECTION
SCALE: 1/4" = 1'-0"2 UNIT D - SECTION
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UN
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A B C D E F G H J K L M N P Q R S
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T U V
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8
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14
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A B C D E F G H J K L M N P Q R S T U V
LICENSED ARCHITECTSTEPHENE.DALTON
STATEOF CALIFORNIAOONo. C25166
01/31/21
ci
t
y
s
t
a
m
p
s
1. ALL WINDOWS HAVE A 2" MINIMUM RECESS, TYP.
2. BUILDING HEIGHT MEASURED FROM FINISHED GRADE.
GENERAL NOTES
29
'
-
1
1
"
MA
X
B
U
I
L
D
I
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G
H
E
I
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8'
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0
"
PL
A
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H
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H
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PL
A
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E
H
E
I
G
H
T
V
A
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I
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S
9'
-
0
"
PL
A
T
E
H
E
I
G
H
T
FINISHED
GRADE, TYP.
30'-0" HEIGHT LIMIT
PROPERTY LINE
GARAGE
KITCHEN HALLWAY LAUNDRY
BEDROOM BEDROOMBATH
29
'
-
1
1
"
MA
X
B
U
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D
I
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G
H
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H
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8'
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0
"
PL
A
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PL
A
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E
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V
A
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S
9'
-
0
"
PL
A
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E
H
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I
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T
FINISHED
GRADE, TYP.
30'-0" HEIGHT LIMIT
PROPERTY LINE
BATH ENTRY
DECK LIVING
BEDROOM BATH CLOSET
SCALE: 1/4" = 1'-0"1 UNIT D - SECTION
SCALE: 1/4" = 1'-0"2 UNIT D - SECTION
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