HomeMy WebLinkAbout2021-01-20; Planning Commission; ; CT 2019-0004/PUD 2019-0004/CDP 2019-0012 (DEV2018-0087) – 330 CHINQUAPIN AVENUEItem No.
Application complete date: April 14, 2020
P.C. AGENDA OF:January 20, 2021 Project Planner: Chris Garcia
Project Engineer: Tecla Levy
SUBJECT: CT 2019-0004/PUD 2019-0004/CDP 2019-0012 (DEV2018-0087) – 330 CHINQUAPIN
AVENUE – Request for approval of a Tentative Tract Map, Planned Development Permit
and Coastal Development Permit to allow the demolition of a single-family home and the
development of a seven-unit, residential air-space condominium project on a 0.44-acre
site located at 330 Chinquapin Avenue, within the Mello II Segment of the Local Coastal
Program and within Local Facilities Management Zone 1. The project site is located within
the appealable area of the California Coastal Commission. The City Planner has
determined that this project is exempt from the requirements of the California
Environmental Quality Act (CEQA) pursuant to Section 15332 “In-Fill Development
Projects” of the State CEQA Guidelines and will not have any adverse significant impact
on the environment.
I.RECOMMENDATION
That the Planning Commission ADOPT Planning Commission Resolution No. 7402 APPROVING Tentative
Tract Map CT 2019-0004, Planned Development Permit PUD 2019-0004, and Coastal Development Permit
CDP 2019-00012 based upon the findings and subject to the conditions contained therein.
II.PROJECT DESCRIPTION AND BACKGROUND
The applicant proposes to demolish a single-family residence and construct a seven-unit residential air-
space condominium project on a 0.44-acre site located at 330 Chinquapin Avenue. Topographically, the
site is generally flat and presently developed with a single-family home. The development proposes three
buildings consisting of two to three residential units each. The condominium project requires the approval
of a Tentative Tract Map, Planned Development Permit, and Coastal Development Permit.
The proposed project contains a drive-aisle down the east side of the site, with five units on the west side
of the drive-aisle and two units at the north terminus. Parking is provided within attached garages and
open and covered parking spaces. Building 1 consists of a 1,673-square-foot three-bedroom unit with a
414-square-foot two-car garage and a 1,404-square-foot three-bedroom unit with a 448-square-foot
garage. Building 2 consists of a 569-square-foot low-income one-bedroom unit, a 942-square-foot two-
bedroom unit, an 891-square-foot two-bedroom unit, and a 650-square-foot garage. Building 3 consists
of a 580-square-foot studio unit, a 1,944-square-foot two-bedroom unit, and a 407-square-foot garage.
All buildings are two stories with an overall building height of 30 feet as measured from the new finished
grade. The finished grade for measuring building height is being established slightly higher than the
existing grade for a uniform design and for drainage purposes. All units include a private patio, balcony
and/or roof deck. The underlying lot will be held in common interest divided between the seven air-space
condominiums. The common area includes, but is not limited to, the private drive aisle, guest parking
spaces, and common landscaped areas.
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CT 2019-0004/PUD 2019-0004/CDP 2019-0012 – 330 CHINQUAPIN AVENUE
January 20, 2021
Page 2
Each building includes a curved standing seam metal “barrel” roof and decorative metal and glass railings
along the balconies and roof decks. The exterior consists mainly of a white stucco finish with design
elements such as cultured stone, blue ceramic tile, and varied window shapes and sizes.
Table “A” below includes the General Plan Land Use designations, zoning and current land uses of the
project site and surrounding properties.
TABLE A – SURROUNDING LAND USE
Location General Plan Designation Zoning Current Land Use
Site
R-23 Residential 15-23 du/ac with
a Growth Management Control
Point (GMCP) of 19 du/ac.
Multiple-Family
Residential (RD-M)
Zone
Single-Family Home
North R-23 Residential RD-M Multi-Family Residential
South R-15 Residential with a GMCP of
11.5 du/ac.
RD-M Single-Family/Multi-Family
Residential
East R-23 Residential RD-M Single-Family/Multi-Family
Residential
West R-23 Residential RD-M Multi-Family Residential
Table “B” below includes the project site’s gross and net acreage, the number of dwelling units allowed
by the General Plan’s Growth Management Control Point (GMCP) density and the proposed project’s
number of dwelling units and density.
TABLE B – PROPOSED DENSITY
Gross Acres Net Acres (for
density calculation)
DUs Allowed at GMCP
Density
DUs Proposed and
Project Density
0.44 acres 0.44 acres 8 units 7 units at 15.9 du/ac.
In order to meet the city’s Inclusionary Housing requirements, the project is proposing one affordable unit
on-site. The project has been conditioned to require the approval of an Affordable Housing Agreement
prior to approval of the final map.
Grading quantities include 154 cubic yards (c.y.) of cut, 407 c.y. of fill, and 939 c.y. of remedial grading. A
grading permit will be required for the project.
The project meets the city’s standards for planned developments and subdivisions, and as designed and
conditioned, complies with the General Plan, Subdivision Ordinance, and relevant zoning regulations of
the Carlsbad Municipal Code (CMC).
III.ANALYSIS
The project is subject to the following regulations:
A.R-23 Residential General Plan Land Use designation;
B.Residential Density – Multiple (RD-M) Zone, Planned Development Regulations and Beach Area
Overlay Zone (BAOZ) (CMC Chapters 21.24, 21.45 and 21.82);
C.Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC
Chapter 21.201) and the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203);
D.Subdivision Ordinance (CMC Title 20);
CT 2019-0004/PUD 2019-0004/CDP 2019-0012 – 330 CHINQUAPIN AVENUE
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Page 3
E.Inclusionary Housing Ordinance (CMC Chapter 21.85); and
F.Growth Management Ordinance (CMC Chapter 21.90) and Zone 1 Local Facilities Management
Plan.
The recommendation for approval of this project was developed by analyzing the project’s consistency
with the applicable regulations and policies. The project’s compliance with each of the above regulations
is discussed in detail in the sections below.
A.R-23 Residential General Plan Land Use Designation
The General Plan Land Use designation for the property is R-23 Residential, which allows residential
development at a density range of 15-23 dwelling units per acre (du/ac) with a Growth Management
Control Point (GMCP) of 19 du/ac. The project site has a net developable acreage of 0.44 acres. At the
GMCP, eight dwelling units would be permitted on this 0.44-net-developable-acre property (8.4 dwelling
units rounded down to eight dwelling units). The proposed seven-unit residential development will result
in a density of 15.9 du/ac. Consistent with Program 3.2 of the city’s certified Housing Element, all the
dwelling units which were anticipated toward achieving the city’s share of the regional housing needs that
are not utilized by developers in approved projects will be deposited in the city’s Excess Dwelling Unit
Bank (EDUB). This project will deposit one dwelling unit into the EDUB and the excess dwelling unit is then
available for allocation to other projects. Accordingly, there is no net loss of residential unit capacity.
There are adequate properties identified in the Housing Element allowing residential development with a
unit capacity, including accessory dwelling units, adequate to satisfy the city’s share of the regional
housing need. Therefore, the project complies with the R-23 General Plan Land Use designation for
density.
Additionally, the project complies with the Elements of the General Plan as outlined in Table “C” below:
TABLE C – GENERAL PLAN COMPLIANCE
ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE
OR PROGRAM
PROPOSED USES &
IMPROVEMENTS COMPLY?
Land Use Policy 2-P.7
Do not permit residential development
below the minimum of the density range
except in certain circumstances.
Policy 2-P.8
Do not permit residential development
to exceed the applicable Growth
Management Control Point (GMCP)
density unless certain findings are made.
The seven-unit residential project
density of 15.9 du/ac is within the R-
23 Residential density range and
below the GMCP unit yield of eight
units. The project is one dwelling
unit below the unit yield at the
GMCP (19 du/ac) and, therefore,
one dwelling unit will be deposited
in the city’s Excess Dwelling Unit
Bank consistent with Housing
Element Program 3.2 and City
Council Policy 43.
Yes
Mobility Policy 3-P.5
Require developers to construct or pay
their fair share toward improvements
for all travel modes consistent with the
Mobility Element, the Growth
Management Plan, and specific impacts
associated with their development.
The proposed project has been
designed to meet applicable
circulation requirements, which
include a single driveway access
point from Chinquapin Avenue. In
addition, the applicant will be
required to pay traffic impact fees
Yes
CT 2019-0004/PUD 2019-0004/CDP 2019-0012 – 330 CHINQUAPIN AVENUE
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Page 4
ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE
OR PROGRAM
PROPOSED USES &
IMPROVEMENTS COMPLY?
Goal 3-G.3
Provide inviting streetscapes that
encourage walking and promote livable
streets.
prior to issuance of a building permit
that will go towards future road
improvements.
The proposed project will maintain
an existing sidewalk along
Chinquapin Avenue and will provide
pedestrian access to and from the
project.
Public
Safety
Goal 6-G.1
Minimize injury, loss of life, and damage
to property resulting from fire, flood,
hazardous material release, or seismic
disasters.
Policy 6-P.6
Enforce the requirements of Titles 18,
20, and 21 pertaining to drainage and
flood control when reviewing
applications for building permits and
subdivisions.
Policy 6-P.34
Enforce the Uniform Building and Fire
codes, adopted by the city, to provide
fire protection standards for all existing
and proposed structures.
Policy 6-P.39
Ensure all new development complies
with all applicable regulations regarding
the provision of public utilities and
facilities.
The proposed structural
improvements are required to be
designed in conformance with all
seismic design standards. In
addition, the proposed project is
consistent with all the applicable fire
safety requirements.
Further, the project has been
conditioned to develop and
implement a program of “best
management practices” for the
elimination and reduction of
pollutants which enter into and/or
are transported within storm
drainage facilities.
Yes
Noise Goal 5-G.2
Ensure that new development is
compatible with the noise environment,
by continuing to use potential noise
exposure as a criterion in land use
planning.
Policy 5.P.2
Require a noise study analysis be
conducted for all discretionary
development proposals located where
projected noise exposure would be
other than “normally acceptable.”
The project consists of seven
residential condominiums located in
three buildings. A noise study by
Dudek, dated April 2019, was
provided. The exterior required
private recreation areas are below
the maximum 60 dB(a) CNEL noise
level with the glass safety railings
and, therefore, comply. The
windows of each residential unit will
need to be closed to meet a 45 dB(a)
CNEL interior noise level. Therefore,
Yes
CT 2019-0004/PUD 2019-0004/CDP 2019-0012 – 330 CHINQUAPIN AVENUE
January 20, 2021
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ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE
OR PROGRAM
PROPOSED USES &
IMPROVEMENTS COMPLY?
mechanical ventilation is required
and is conditioned to be provided.
Housing Program 3.1
The Inclusionary Housing Ordinance
requires that a minimum of 15 percent
of all ownership projects of seven units
or more be restricted and affordable to
lower income households.
The city’s Housing Policy Team
reviewed the proposed seven-unit
project and approved of the
proposed affordable unit on-site to
fulfill the project’s affordable
housing requirement. The project
has been conditioned to require the
approval of an Affordable Housing
Agreement prior to approval of the
final map.
Yes
B. Residential Density - Multiple (RD-M) Zone, Planned Development Regulations, and Beach Area
Overlay Zone (BAOZ)
The proposed project is required to comply with all applicable use and development standards of the
Carlsbad Municipal Code (CMC) including the Multiple-Family Residential (RD-M) Zone (CMC Chapter
21.24), Planned Developments (CMC Chapter 21.45), and the Beach Area Overlay Zone (BAOZ) (CMC
Chapter 21.82).
The seven-unit residential air-space condominium project meets or exceeds the requirements of the RD-
M Zone and the BAOZ as outlined in Table “D” below. The Planned Development regulations provide most
of the development standards except for those listed in the table below. The project complies with all
applicable development standards for Planned Developments (CMC Chapter 21.45). Please refer to
Attachment Nos. 4 and 5 (Exhibits “A” and “B”) for an analysis of project compliance with Tables C and E
of the Planned Development regulations and full compliance with City Council Policy No. 66.
TABLE D – RD-M AND BAOZ COMPLIANCE
RD-M Standards Required Proposed Comply
Setbacks Interior Side: 5’
Rear: 10’
Sides: 5’
Rear: 10’
Yes
Lot Coverage 60% 32.2% Yes
BAOZ Standards Required Proposed Comply
Building Height 30 feet with a minimum 3:12 roof pitch
provided or 24 feet if less than a 3:12 roof pitch
is provided
Roof Peak = 30’ with
3:12 roof pitch
Decks = 20-22’;
required guardrails
23’-6” – 25’-6” –
permitted projection
per CMC Section
21.46.020
Yes
CT 2019-0004/PUD 2019-0004/CDP 2019-0012 – 330 CHINQUAPIN AVENUE
January 20, 2021
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C. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC
21.201) and the Coastal Resource Protection Overlay Zone (CMC 21.203)
1. Mello II Segment of the Certified Local Coastal Program and all applicable policies
The proposed site is in the Mello II Segment of the Local Coastal Program (LCP) and is within the
appealable area of the California Coastal Commission. The project site has an LCP Land Use
designation of R-23 Residential and Zoning of RD-M, which are consistent with the city’s General
Plan and Zoning. The project’s consistency with the R-23 General Plan Land Use designation is
analyzed in Section “A,” Table “C” above.
The project consists of the demolition of a single-family home and the construction of seven, air-
space condominiums in three buildings. The proposed project is compatible with the surrounding
development of single-family and multiple-family residential structures. The two-story structures
will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor
otherwise damage the visual beauty of the Coastal Zone. No agricultural uses currently exist on
the previously graded site, nor are there any sensitive resources located on-site. The proposed
project is not located in an area of known geologic instability or flood hazard. Since the site does
not have frontage along the coastline, no public opportunities for coastal shoreline access are
available from the subject site. Furthermore, the residentially-designated site is not suited for
water-oriented recreation activities.
2. Coastal Resource Protection Overlay Zone
The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone
(CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the city’s Master
Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional
Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants and soil
erosion. The subject property does not include steep slopes (equal to or greater than 25 percent
gradient) nor native vegetation. In addition, the site is not located in an area prone to landslides,
or susceptible to accelerated erosion, floods or liquefaction.
D. Subdivision Ordinance
The Land Development Engineering Division has reviewed the proposed Tentative Tract Map and has
found that the subdivision complies with all applicable requirements of the Subdivision Map Act and the
city’s Subdivision Ordinance (Title 20) for Major Subdivisions. The subdivision is considered major because
it involves the division of land into five or more condominiums (seven condominiums proposed). The
project has been conditioned to install all infrastructure-related improvements and the necessary
easements for these improvements concurrent with the development.
E. Inclusionary Housing Ordinance
The proposed seven-unit project is required to provide one affordable unit on-site or purchase one
affordable housing credit, if available. The city’s Housing Policy Team has reviewed the project and has
approved of the developer’s proposal to provide one affordable unit on-site. The proposed 569-square-
foot unit is located on the ground floor of Building 2. As required by CMC Chapter 21.85, the project has
been accordingly-conditioned to require the approval of an Affordable Housing Agreement prior to
approval of the final map.
CT 2019-0004/PUD 2019-0004/CDP 2019-0012 – 330 CHINQUAPIN AVENUE
January 20, 2021
Page 7
F.Growth Management
The proposed project is located within Local Facilities Management Zone 1 in the Northwest Quadrant of
the city. The impacts on public facilities created by the project, and its compliance with the adopted
performance standards, are summarized in Table “F” below.
TABLE F – GROWTH MANAGEMENT COMPLIANCE
STANDARD IMPACTS COMPLIANCE
City Administration 24.8 sq. ft. Yes
Library 13.2 sq. ft. Yes
Waste Water Treatment 7 EDU = 1,540 GPD Yes
Parks 0.05 acre Yes
Drainage 2.52 CFS Yes
Circulation 42 ADT Yes
Fire Station No. 1 Yes
Open Space N/A N/A
Schools Carlsbad (E=0.63/M=0.28/HS = 0.34) Yes
Sewer Collection System 7 EDU Yes
Water 1,750 GPD Yes
The project proposes seven dwelling units, whereas the unit yield at the GMCP of the property is eight
dwelling units. The proposed seven-unit project is one unit below the Growth Management Control Point
density for this R-23 Residential designated property. Consistent with the General Plan and City Council
Policy No. 43, one dwelling unit will be deposited in the city’s Excess Dwelling Unit Bank.
IV.ENVIRONMENTAL REVIEW
The City Planner has determined that the project belongs to a class of projects that the State Secretary
for Resources has found do not have a significant impact on the environment, and it is therefore
categorically exempt from the requirement for the preparation of environmental documents pursuant to
Section 15332 (In-Fill Development Projects) Class 32 Categorical Exemption of the State CEQA Guidelines.
The project is consistent with the General Plan as well as with the Zoning Ordinance, the project site is
within the city limits, is less than five acres in size, and is surrounded by urban uses; there is no evidence
that the site has value as habitat for endangered, rare, or threatened species; approval of the project will
not result in significant effects relating to traffic, noise, air quality, or water quality; and the site can be
adequately served by all required utilities and public services. In making this determination, the City
Planner has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply
to this project, including “historical resources.” Specifically, the existing structure, which is estimated to
be 61 years old and is proposed to be demolished, is not included in a local register of historical resources,
and a qualified professional has determined that it does not meet the criteria for listing on the California
Register of Historical Resources. A Notice of Exemption will be filed by the City Planner upon final project
approval.
The seven-unit residential condominium project is required to comply with the city’s Climate Action Plan
and the recently adopted Climate Action Plan Ordinances, including electric vehicle charging
infrastructure (Ordinance No. CS-349), energy efficiency measures and solar photovoltaic systems
(Ordinance No. CS-347) and new residential standards for water heating (Ordinance No. CS-348).
CT 2019-0004/PUD 2019-0004/CDP 2019-0012 – 330 CHINQUAPIN AVENUE
January 20, 2021
Page 8
ATTACHMENTS:
1.Planning Commission Resolution No. 7402
2.Location Map
3.Disclosure Statement
4.Exhibit “A” – Planned Development Tables C & E
5.Exhibit “B” – City Council Policy No. 66 Compliance Table
6.Reduced Exhibits
7.Full Size Exhibits “A” – “GG” dated January 20, 2021
8.Public Comments
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CT 2019-0004/PUD 2019-0004/CDP 2019-0012 (DEV2018-0087)
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ATTACHMENT 2
ATTACHMENT 3
(
{ Cicyof
Carlsbad
DISCLOSURE STATEMENT
P-1(A)
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
)
Applicant's statement or disclosure of certain ownership interests on all applications which will
require discretionary action on the part of the City Council or any appointed Board, Commission
or Committee.
The following information MUST be disclosed at the time of application submittal. Your project
cannot be reviewed until this information is completed. Please print.
Note:
Person is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal
organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county,
city municipality, district or other political subdivision or any other group or combination acting as a unit."
Agents may sign this document; however, the legal name and entity of the applicant and property owner
must be provided below.
1.
2.
P-1(A)
APPLICANT (Not the applicant's agent)
Provide the COMPLETE, LEGAL names and addresses of ALL persons having a
financial interest in the application. If the applicant includes a corporation or partnership,
include the names, titles, addresses of all individuals owning more than 10% of the
shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE
INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned
corporation, include the names, titles, and addresses of the corporate officers. (A
separate page may be attached if necessary.)
Person (g~,1 UcJeJ.g.ft Corp/Part t.Afztta-1&11tz: ftddfrecltf;M/ t;i:vJ,'.)
Title fr;Mp/.P. Title ____________ _
Address /~"27 LJJPNA & UZJ'IK /3,gacl,.. Address __________ _
cA. 'Jo~4 {/
OWNER (Not the owner's agent)
Provide the COMPLETE. LEGAL names and addresses of ALL persons having any
ownership interest in the property involved. Also, provide the nature of the legal
ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the
ownership includes a corporation or partnership, include the names, titles, addresses of
all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE
THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE
SPACE BELOW. If a publicly-owned corporation, include the names, titles, and
addresses of the corporate officers. (A separate page may be attached if necessary.)
Person J~~t?fet//~,'~ _ Corp/Part __________ _
Title LUtUJJi e Galt 7.-t O Title --------------
Address -------------
Page 1 of 2 Revised 07/1 0
3. NON-PROFIT ORGANIZATION OR TRUST
If any person identified pursuant to ( 1) or (2) above is a nonprofit organization or a trust,
list the names and addresses of ANY person serving as an officer or director of the non-
profit organization or as trustee or beneficiary of the.
Non Profit/Trust________ Non Profit/Trust _________ _
Title____________ Title _____________ _
Address Address ----------------------
4. Have you had more than $500 worth of business transacted with any member of City
staff, Boards, Commissions, Committees and/or Council within the past twelve (12)
months?
D Yes ~ No If yes, please indicate person(s): __________ _
NOTE: Attach additional sheets if necessary.
I certify that all the above information is true and correct to the best of my knowledge.
/Wh 1 ~, , ;/)~j Ck: c...-----
sifnat~~~~/a~te O-Signature of applicant/date
.Jell-~ ?,-., r (2 LIA a rz n e GaJ,"t. Io l'.J>{J.,i-e>,'\,> ~ ~~
Print'of{ype name of o.Jner Print or type name of applicant
~~
Signature of owner/applicant's agent if applicable/date
Print or type name of owner/applicant's agent
P-1(A) Page 2 of 2 Revised 07/10
ATTACHMENT 4
PLANNED DEVELOPMENTS (CMC SECTION 21.45.060)
TABLE C: GENERAL DEVELOPMENT STANDARDS
APPLICABLE TO ALL PLANNED DEVELOPMENTS
REF.
NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT
C.1 Density
Per the underlying General Plan designation. When two or more general
plan land use designations exist within a planned development, the
density may be transferred from one general plan designation to another
with a general plan amendment.
N/A
C.2 Arterial
Setbacks
All dwelling units adjacent to any arterial road shown on the Circulation
Element of the General Plan shall maintain the following minimum
setbacks from the right-of-way:
Prime Arterial 50 Feet
Major Arterial 40 Feet
Secondary Arterial 30 Feet
Carlsbad Boulevard 20 Feet
N/A
Half (50%) of the required arterial setback area located closest to the
arterial shall be fully landscaped to enhance the street scene and buffer
homes from traffic on adjacent arterials, and:
•Shall contain a minimum of one 24” box tree for every 30 lineal
feet of street frontage; and
•Shall be commonly owned and maintained
N/A
Project perimeter walls greater than 42 inches in height shall not be
located in the required landscaped portion of the arterial setback, except
noise attenuation walls that:
•Are required by a noise study, and
•Due to topography, are necessary to be placed within the required
landscaped portion of the arterial setback.
N/A
C.3
Permitted
Intrusions
into
Setbacks/
Building
Separation
Permitted intrusions into required building setbacks shall be the same as
specified in Section 21.46.120 of this code. The same intrusions specified
in Section 21.46.120 shall be permitted into required building separation.
All balconies, overhangs, and
architectural projections comply
with the maximum two-foot
allowance per CMC Section
21.46.120.
C.4 Streets
Private
Minimum right-of-way width 56 feet
N/A
Minimum curb-to-curb width 34 feet
Minimum parkway width
(curb adjacent) 5.5 feet, including curb
Minimum sidewalk width 5 feet (setback 6 inches from
property line)
Public
Minimum right-of-way width 60 feet
N/A
Minimum curb-to-curb width 34 feet
Minimum parkway width
(curb adjacent) 7.5 feet, including curb
Minimum sidewalk width 5 feet (setback 6 inches from
property line)
Street
Trees
within
parkways
One-family dwellings and
twin homes on small-lots
A minimum of one street tree
(24-inch box) per lot is required
to be planted in the parkway
along all streets.
N/A
Condominium projects
Street trees shall be spaced no
further apart than 30 feet on
center within the parkway.
Street trees are shown on the
conceptual landscape plan and will
be approved with the final
landscape plan.
PLANNED DEVELOPMENTS (CMC SECTION 21.45.060)
TABLE C: GENERAL DEVELOPMENT STANDARDS
APPLICABLE TO ALL PLANNED DEVELOPMENTS
Tree species should be selected to create a unified image for
the street, provide an effective canopy, avoid sidewalk damage
and minimize water consumption.
See above
C.5 Drive-aisles
3 or fewer
dwelling
units
Minimum 12 feet wide when the drive-aisle is not required for
emergency vehicle access, as determined by the Fire Chief. N/A If the drive-aisle is required for emergency vehicle access, it
shall be a minimum of 20 feet wide.
4 or more
dwelling
units
Minimum 20 feet wide. A 24’ wide drive aisle is provided.
All
projects
No parking shall be permitted within the minimum required
width of a drive-aisle.
Project does not propose any
parking within the drive aisle.
A minimum 24-foot vehicle back-up/maneuvering area shall be
provided in front of garages, carports or uncovered parking
spaces (this may include driveway area, drive-aisles, and
streets).
Each garage space and visitor
parking space includes a minimum
24’ vehicle back-up/maneuvering
area behind each space.
Additional width may be required for vehicle/emergency
vehicle maneuvering area.
Fire Prevention has reviewed and
approved of the proposed design.
Parkways and/or sidewalks may be required. N/A
No more than 24 dwelling units shall be located along a single-
entry drive-aisle. N/A
All drive-aisles shall be enhanced with decorative pavement. Project drive-aisle has been
enhanced with decorative pavers.
C.6
Number of
Visitor
Parking
Spaces
Required (1)
Projects with 10 units or fewer A .30 space per each unit Project proposes seven units. At 0.3
spaces per unit, the seven-unit
project requires 2.1 spaces or 3
spaces based on rounding up to the
nearest whole number. Project
provides three visitor parking
spaces on-site.
Projects 11 units or more A .25 space per each unit
When calculating the required number of visitor parking spaces, if the
calculation results in a fractional parking space, the required number of
visitor parking spaces shall always be rounded up to the nearest whole
number.
C.7
Location of
Visitor
Parking
On
Private/ Public
Streets
On-street visitor parking is permitted on private/public streets,
subject to the following:
•The private/public street is a minimum 34-feet wide (curb-
to-curb)
•There are no restrictions that would prohibit on-street
parking where the visitor parking is proposed
•The visitor parking spaces may be located:
o Along one or both sides of any private/public street(s)
located within the project boundary, andoAlong the abutting side and portion of any existing
public/private street(s) that is contiguous to the project
boundary
No required visitor parking is
allowed on the street nor
proposed.
In parking bays along public/private streets within the project
boundary, provided the parking bays are outside the minimum
required street right-of-way width.
N/A
When visitor parking is provided as on-street parallel parking,
not less than 24 lineal feet per space, exclusive of
driveway/drive-aisle entrances and aprons, shall be provided
for each parking space, except where parallel parking spaces
are located immediately adjacent to driveway/drive-aisle
aprons, then 20 lineal feet may be provided.
N/A
PLANNED DEVELOPMENTS (CMC SECTION 21.45.060)
TABLE C: GENERAL DEVELOPMENT STANDARDS
APPLICABLE TO ALL PLANNED DEVELOPMENTS
Within the Beach Area Overlay Zone, on-street parking shall not
count toward meeting the visitor parking requirement.
N/A
On Drive-
aisles
Visitor parking must be provided in parking bays that are
located outside the required minimum drive-aisle width.
Project is located within the BAOZ.
All required visitor parking is being
provided on-site outside of the
required drive-aisle.
On a
Driveway
Outside
the Beach
Area
Overlay
Zone
One required visitor parking space may be credited
for each driveway in a project that has a depth of
40 feet or more.
N/A
For projects with 10 or fewer units, all required
visitor parking may be located within driveways
(located in front of a unit’s garage), provided that
all dwelling units in the project have driveways with
a depth of 20 feet or more.
N/A
Within
the Beach
Area
Overlay
Zone
One required visitor parking space may be credited
for each driveway in a project that has a depth of
40 feet or more.
N/A
If the streets within and/or adjacent to the project
allow for on-street parking on both sides of the
street, then visitor parking may be located in a
driveway, subject to the following:
•All required visitor parking may be located
within driveways (located in front of a unit’s
garage), provided that all dwelling units in the
project have driveways with a depth of 20 feet
or more.
•If less than 100% of the driveways in a project
have a depth of 20 feet or more, then a .25
visitor parking space will be credited for each
driveway in a project that has a depth of 20 feet
or more (calculations resulting in a fractional
parking space credit shall always be rounded
down to the nearest whole number).
N/A
All
projects
The minimum driveway depth required for visitor
parking (20 feet or 40 feet) applies to driveways for
front or side-loaded garages, and is measured from
the property line, back of sidewalk, or from the
edge of the drive-aisle, whichever is closest to the
structure.
N/A
Compact
Parking
For projects of more than 25 units, up to 25% of visitor parking
may be provided as compact spaces (8 feet by 15 feet). No
overhang is permitted into any required setback area or over
sidewalks less than 6 feet wide.
N/A
For all projects within the Beach Area Overlay Zone, up to 55%
of the visitor parking may be provided as compact spaces (8
feet by 15 feet).
N/A
Distance
from unit
Visitor parking spaces must be located no more than 300 feet
as measured in a logical walking path from the entrance of the
unit it could be considered to serve.
Distance from visitor parking
spaces to the furthest unit is less
than 300’.
PLANNED DEVELOPMENTS (CMC SECTION 21.45.060)
TABLE C: GENERAL DEVELOPMENT STANDARDS
APPLICABLE TO ALL PLANNED DEVELOPMENTS
C.8
Screening
of Parking
Areas
Open parking areas should be screened from adjacent residences and
public rights-of-way by either a view-obscuring wall, landscaped berm, or
landscaping, except parking located within a driveway.
The visitor parking spaces are
located between buildings outside
of the drive-aisle and are screened
from adjacent residences by
perimeter walls and fencing and
screened from the public right-of-
way by the buildings.
C.9
Community
Recreational
Space (1)
Community recreational space shall be provided for all projects of 11 or
more dwelling units, as follows:
N/A Minimum community
recreational space
required
Project is NOT within
R-23 general plan
designation
200 square feet per unit
Project IS within R-23
general plan
designation
150 square feet per unit
Projects with 11 to
25 dwelling units
Community recreational space shall be provided as
either (or both) passive or active recreation
facilities.
N/A
Projects with 26 or
more dwelling units
Community recreational space shall be provided as
both passive and active recreational facilities with a
minimum of 75% of the area allocated for active
facilities.
N/A
Projects with 50 or
more dwelling units
Community recreational space shall be provided as
both passive and active recreational facilities for a
variety of age groups (a minimum of 75% of the
area allocated for active facilities).
N/A
For projects consisting of one-family dwellings or
twin homes on small-lots, at least 25% of the
community recreation space must be provided as
pocket parks.
• Pocket park lots must have a minimum width of
50 feet and be located at strategic locations
such as street intersections (especially “T-
intersections”) and where open space vistas
may be achieved.
N/A
All projects (with 11 or more
dwelling units)
Community recreational space shall be located and
designed so as to be functional, usable, and easily
accessible from the units it is intended to serve.
N/A
Credit for indoor recreation facilities shall not
exceed 25% of the required community recreation
area.
N/A
Required community recreation areas shall not be
located in any required front yard and may not
include any streets, drive-aisles, driveways, parking
areas, storage areas, slopes of 5% or greater, or
walkways (except those walkways that are clearly
integral to the design of the recreation area).
N/A
Recreation Area Parking
In addition to required resident and visitor parking,
recreation area parking shall be provided, as
follows: 1 space for each 15 residential units, or
fraction thereof, for units located more than 1,000
feet from a community recreation area.
N/A
PLANNED DEVELOPMENTS (CMC SECTION 21.45.060)
TABLE C: GENERAL DEVELOPMENT STANDARDS
APPLICABLE TO ALL PLANNED DEVELOPMENTS
The location of recreation area parking shall be
subject to the same location requirements as for
visitor parking, except that required recreation
area parking shall not be located within a
driveway(s).
N/A
Examples of recreation facilities include, but are not limited to, the following:
Active
Swimming pool area
Children’s playground equipment
Spa
Courts (tennis, racquetball, volleyball, basketball)
Recreation rooms or buildings
Horseshoe pits
Pitch and putt
Grassy play areas with a slope of less than 5% (minimum area of 5,000 square feet and a
minimum dimension of 50 feet)
Any other facility deemed by the City Planner to satisfy the intent of providing active
recreational facilities
Passive
Benches
Barbecues
Community gardens
Grassy play areas with a slope of less than 5%
C.10 Lighting Lighting adequate for pedestrian and vehicular safety shall be provided.
Appropriate lighting for the seven-
unit project will be evaluated with
the final landscape and building
plans.
C.11 Reserved
C.12
Recreational
Vehicle (RV)
Storage (1)
Required for projects with 100 or more units, or a master or specific plan
with 100 or more planned development units. Exception: RV storage is
not required for projects located within the R-15 or R-23 land use
designations.
N/A 20 square feet per unit, not to include area required for driveways and
approaches.
Developments located within master plans or residential specific plans
may have this requirement met by the common RV storage area provided
by the master plan or residential specific plan.
RV storage areas shall be designed to accommodate recreational vehicles
of various sizes (i.e. motorhomes, campers, boats, personal watercraft,
etc.).
N/A
The storage of recreational vehicles shall be prohibited in the front yard
setback and on any public or private streets or any other area visible to the
public. A provision containing this restriction shall be included in the
covenants, conditions and restrictions for the project. All RV storage areas
shall be screened from adjacent residences and public rights-of-way by a
view-obscuring wall and landscaping.
N/A
C.13 Storage
Space
480 cubic feet of separate storage space per unit. Each unit provides a one-car or
two-car garage with minimum
required dimensions or a dedicated
storage area with at least 392 cubic
feet.
If all storage for each unit is located in one area, the space may be reduced
to 392 cubic feet.
Required storage space shall be separately enclosed for each unit and be
conveniently accessible to the outdoors.
PLANNED DEVELOPMENTS (CMC SECTION 21.45.060)
TABLE C: GENERAL DEVELOPMENT STANDARDS
APPLICABLE TO ALL PLANNED DEVELOPMENTS
Required storage space may be designed as an enlargement of a covered
parking structure provided it does not extend into the area of the required
parking stall, and does not impede the ability to utilize the parking stall (for
vehicle parking).
A garage (12’x20’ one-car, 20’x20’ two-car, or larger) satisfies the required
storage space per unit.
This requirement is in addition to closets and other indoor storage areas.
(1) This standard does not apply to housing for senior citizens (see Chapter 21.84 of this code).
PLANNED DEVELOPMENTS (CMC SECTION 21.45.080)
TABLE E: CONDOMINIUM PROJECTS
REF.
NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT
E.1
Livable
Neighborho
od Policy
Must comply with City Council Policy 66, Principles for the Development of Livable
Neighborhoods.
SEE SEPARATE
COMPLIANCE CHART
E.2
Architectural
Requiremen
ts
One-family and
two-family
dwellings
Must comply with City Council Policy 44, Neighborhood
Architectural Design Guidelines
N/A. The project proposes
two- and three-unit
buildings. Since the project
proposes more than three
units in a multi-family
zone, the entire seven-unit
project is considered a
multi-family project for
purposes of this table.
Multiple-family
dwellings
There shall be at least three separate building planes on all building
elevations. The minimum offset in planes shall be 18 inches and
shall include, but not be limited to, building walls, windows, and
roofs.
The project provides at
least three separate
building planes on all
building elevations with
balconies, decks, varied
roofs and/or building
articulations located on all
elevations.
All building elevations shall incorporate a minimum of four complimentary design elements, including but not limited to:
• A variety of roof planes;
• Windows and doors recessed a minimum of 2 inches;
• Decorative window or door frames;
• Exposed roof rafter tails;
• Dormers;
• Columns;
• Arched elements;
• Varied window shapes;
• Exterior wood elements;
• Accent materials such as brick, stone, shingles, wood, or siding;
• Knee braces; and
• Towers.
The project provides at
least four complimentary
design elements on all
building elevations
including cultured stone,
blue ceramic tile, varied
window shapes, metal and
glass railings, and a blue
standing seam metal
barrel roof which provides
a variety of roof planes
with the flat roof decks.
E.3 Maximum
Coverage 60% of total project net developable acreage.
Proposed building
coverage is 32.2% of the
net lot area (0.44 acres).
E.4
Maximum
Building
Height
Same as required by the underlying zone, and not to exceed three stories (1)(7)
The project is located
within the BAOZ, and
therefore pursuant to
Footnote #1 below,
building height shall be
subject to the
requirements of CMC
Chapter 21.82. Pursuant to
CMC Section 21.82.050, no
residential structure shall
exceed 30’ when providing a minimum 3:12 roof
pitch, or 24’ when
providing less than a 3:12
roof pitch. The project is
proposing a building with a
height up to 30’ with
barrel roofs. The barrel
roofs fit within a 3:12 roof
PLANNED DEVELOPMENTS (CMC SECTION 21.45.080)
TABLE E: CONDOMINIUM PROJECTS
REF.
NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT
pitch. The roof decks and
flat roof areas are under
24’ with allowable
guardrail projections per
CMC Section 21.46.020.
Projects
within the R-
23 general
plan
designation
(1)(7)
40 feet, if roof pitch is 3:12 or greater N/A. The project is in the
R-23 General Plan Land
Use designation but is
subject to the BAOZ for
building height purposes.
35 feet, if roof pitch is less than 3:12
Building height shall not exceed three stories
E.5
Minimum
Building
Setbacks
From a
private or
public
street(2)(3)
Residential
structure 10 feet Chinquapin Avenue is a
public street. The
residential structures are
set back at least 10’ as
measured from the
outside edge of the
ultimate street right-of-
way width. Some roof
eaves, balconies and
architectural features
encroach two feet into the
front setback. No direct
entry garages are
proposed from the street.
Direct entry
garage 20 feet
From a
drive-aisle(4)
Residential
structure
(except as
specified
below)
5 feet, fully landscaped (walkways providing access
to dwelling entryways may be located within
required landscaped area)
N/A. Project is less than
25 units and located within
the R-23 General Plan
designation (see section
below for compliance).
Residential
structure –
directly above
a garage
0 feet when projecting over the front of a garage.
N/A. Project is less than
25 units and located within
the R-23 General Plan designation (see section
below for compliance).
Garage
3 feet N/A. Project is less than
25 units and located within
the R-23 General Plan
designation (see section
below for compliance).
Garages facing directly onto a drive-aisle shall be
equipped with an automatic garage door opener.
Projects of 25 units or less
within the R-15
and R-23
general plan
designations
0 feet (residential structure and garage)
Residential structure and
garage is set back ≥ 0’ from
the required 20-foot drive-
aisle.
Garages facing directly onto a drive-aisle shall be
equipped with an automatic garage door opener.
Each garage is equipped with an automatic garage
door opener.
Balconies/decks
(unenclosed and
uncovered)
0 feet
The project’s balconies do
not cantilever over the
required 20-foot drive
aisle.
May cantilever over a drive-aisle, provided the
balcony/deck complies with all other applicable requirements, such as:
•Setbacks from property lines
•Building separation
•Fire and Engineering Department requirements
PLANNED DEVELOPMENTS (CMC SECTION 21.45.080)
TABLE E: CONDOMINIUM PROJECTS
REF.
NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT
From the perimeter property
lines of the project site (not
adjacent to a public/private
street)
The building setback from an interior side or rear
perimeter property line shall be the same as
required by the underlying zone for an interior side
or rear yard setback.
The underlying zone for
the project is RD-M. The
required interior side yard
setback is 5’. The project
has interior side yard
setbacks of 5’. The
required rear yard setback
is 10’. The project has a
rear setback of 10’.
E.6
Minimum
Building
Separation
10 feet The homes are separated
by at least 10’.
E.7 Resident
Parking (6)
All dwelling
types
If a project is located within the R-23 general plan designation,
resident parking shall be provided as specified below, and may also
be provided as follows:
•25% of the units in the project may include a tandem two-car
garage (minimum 12 feet x 40 feet).
•Calculations for this provision resulting in a fractional unit may
be rounded up to the next whole number.
Tandem parking is not
proposed.
One-family
and two-
family
dwellings
2 spaces per unit, provided as either:
•a two-car garage (minimum 20 feet x 20 feet), or
•2 separate one-car garages (minimum 12 feet x 20 feet each)
•In the R-W Zone, the 2 required parking spaces may be provided
as 1 covered space and 1 uncovered space (5)
N/A
Multiple-
family
dwellings
Studio and one-
bedroom units
1.5 spaces per unit, 1 of which must be covered (5) The two studio units
require 3 parking spaces
with one covered space.
Two covered spaces and
one uncovered space is
provided for the studio
units.
When calculating the required number of parking
spaces, if the calculation results in a fractional
parking space, the required number of parking
spaces shall always be rounded up to the nearest
whole number.
Units with two
or more
bedrooms
2 spaces per unit, provided as either:
•a one-car garage (12 feet x 20 feet) and 1
covered or uncovered space; or (5)
•a two-car garage (minimum 20 feet x 20 feet),
or
•2 separate one-car garages (minimum 12 feet x
20 feet each)
•In the R-W Zone and the Beach Area Overlay
Zone, the 2 required parking spaces may be
provided as 1 covered space and 1 uncovered
space (5)
The remaining five units
contain two or more
bedrooms and therefore
require ten parking spaces
with at least one garaged
space. Nine spaces are
garaged spaces with the
remaining parking space
partially covered.
Required parking may be provided within an enclosed parking
garage with multiple, open parking spaces, subject to the following:
•Each parking space shall maintain a standard stall size of 8.5 feet
by 20 feet, exclusive of supporting columns; and
•A backup distance of 24 feet shall be maintained in addition to a
minimum 5 feet turning bump-out located at the end of any stallseries.
N/A
Required resident parking spaces shall be located no more than
150 feet as measured in a logical walking path from the entrance of
the units it could be considered to serve.
Each unit provides parking
within 150 feet of the unit
it is intended to serve.
E.8
Private
Recreational
Space
One-family,
two-family,
and
Required private recreational space shall be designed so as to be
functional, usable, and easily accessible from the dwelling it is
intended to serve.
Each home provides a
private recreation area in
the form of ground level
PLANNED DEVELOPMENTS (CMC SECTION 21.45.080)
TABLE E: CONDOMINIUM PROJECTS
REF.
NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT
multiple-
family
dwellings
Required private recreational space shall be located adjacent to the
unit the area is intended to serve.
area, second level
balconies and roof decks
which meet or exceed the
60-square-foot
requirement. The private
recreation areas are easily
accessible from the
interior living area of each
unit. The required areas do
not encroach within the
required front yard
setback, nor include any
driveways, parking areas,
storage areas, or common
walkways.
Required private recreational space shall not be located within any
required front yard setback area, and may not include any
driveways, parking areas, storage areas, or common walkways.
One-family
and two-
family
dwellings
Minimum
total area per
unit
Projects not within the R-15 or R-23 general plan
designations
400 square feet
N/A Projects within the R-15 or
R-23 general plan
designations
200 square feet
May consist of more than one recreational space. N/A
May be provided at ground level and/or as a deck/balcony on a
second/third floor or roof. N/A
If provided at
ground level
Minimum
dimension
Not within
the R-15 or R-
23 general
plan
designations
15 feet
N/A
Within the R-
15 or R-23
general plan
designations
10 feet
Shall not have a slope gradient greater than 5%. N/A
Attached solid patio covers and decks/balconies
may project into a required private recreational
space, subject to the following:
• The depth of the projection shall not exceed 6
feet (measured from the wall of the dwelling
that is contiguous to the patio/deck/balcony).
The length of the projection shall not be limited,
except as required by any setback or lot coverage
standards.
N/A
Open or lattice-top patio covers may be located
within the required private recreation space
(provided the patio cover complies with all
applicable standards, including the required
setbacks).
N/A
If provided
above ground
level as a
Minimum dimension 6 feet N/A Minimum area 60 square feet
PLANNED DEVELOPMENTS (CMC SECTION 21.45.080)
TABLE E: CONDOMINIUM PROJECTS
REF.
NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT
deck/ balcony
or roof deck
Multiple-family
dwellings
Minimum total area per unit (patio,
porch, or balcony) 60 square feet
The project provides at
least a 6’ dimension and a
minimum 60 square feet in
area for required
recreational space located
at ground level in addition
to private balconies and
roof decks.
Minimum dimension of patio, porch or
balcony 6 feet See above.
Projects of 11 or more units that are within the R-23 general plan
designation may opt to provide an additional 75 square feet of
community recreation space per unit (subject to the standards
specified in Table C of this Chapter), in lieu of providing the per unit
private recreational space specified above.
N/A
(1)If a project is located within the Beach Area Overlay Zone, building height shall be subject to the requirements of Chapter
21.82 of this code.
(2)See Table C in Section 21.45.060 for required setbacks from an arterial street.
(3)Building setbacks shall be measured from the outside edge of the required street right-of-way width, whichever is closest to
the building.
(4)Building setbacks shall be measured from one of the following (whichever is closest to the building): a) the outside edge of
the required drive-aisle width; b) the back of sidewalk; or c) the nearest side of a parking bay located contiguous to a drive-
aisle (excluding parking located in a driveway in front of a unit’s garage).
(5)Any uncovered required parking space in the R-W zone may be located within a required front yard setback and may be
tandem.
(6)This standard does not apply to housing for senior citizens (see Chapter 21.84 of this code).
(7)Protrusions above the height limit shall be allowed pursuant to Section 21.46.020 of this code. Such protrusions include
protective barriers for balconies and roof decks.
I
ATTACHMENT 5
CITY COUNCIL POLICY 66 – LIVABLE NEIGHBORHOODS
Principle Compliance Comments
1. Building Facades, Front Entries, Porches
Facades create interest and character and should be varied
and articulated to provide visual interest to pedestrians.
Clearly identifiable front doors and porches enhance the
street scene and create opportunities for greater social
interaction within the neighborhood. Building entries and
windows should face the street. Front porches, bay
windows, courtyards and balconies are encouraged.
The south/front elevation
architecture of Building 1 provides
multiple material finishes, varied
window shapes, articulated building
planes and roof planes, and a
balcony facing the street. In
addition, the front unit along
Chinquapin Avenue has been
designed with an entry door facing
the street.
2. Garages
Homes should be designed to feature the residence as the
prominent part of the structure in relation to the street. A
variety of garage configurations should be used to improve
the street scene. This may include tandem garages, side-
loaded garages, front-loaded garages, alley-loaded garages
and recessed garages.
Each dwelling will include a garaged
space and/or covered or open
parking space. All garages are
accessed from a private drive-aisle
located on the east side of the
property and, therefore, do not
face and are oriented away from
public view of the street.
3. Street Design
An interconnected, modified (grid) street pattern should be
incorporated into project designs when there are no
topographic or environmental constraints. Interconnected
streets provide pedestrians and automobiles many
alternative routes to follow, disperse traffic and reduce the
volume of cars on any one street in the neighborhood. Streets
should be designed to provide both vehicular and pedestrian
connectivity by minimizing the use of cul-de-sacs.
The street network should also be designed to create a
safer, more comfortable pedestrian and bicycling
environment. Local residential streets should have travel
and parking lanes, be sufficiently narrow to slow traffic,
provide adequate access for emergency and service vehicles
and emergency evacuation routes for residents and include
parkways with trees to form a pleasing canopy over the
street. Local residential streets are the public open space in
which children often play and around which neighborhoods
interact. Within this context, vehicular movement should be
additionally influenced through the use of City-accepted
designs for traffic calming measures.
The project is developing on an
existing multi-family residentially
zoned lot adjacent to an existing
public street (Chinquapin Avenue)
presently developed as part of an
existing interconnected modified
street pattern south of the Carlsbad
Village area. The existing street
design in this area has curb, gutter
and sidewalks.
CITY COUNCIL POLICY 66 – LIVABLE NEIGHBORHOODS
Principle Compliance Comments
4. Parkways
Street trees should be planted in the parkways along all
streets. Tree species should be selected to create a unified
image for the street, provide an effective canopy, avoid
sidewalk damage and minimize water consumption.
Street trees will be provided in the
parkway along Chinquapin Avenue.
5. Pedestrian Walkways
Pedestrian walkways should be located along or visible from
all streets. Walkways (sidewalks or trails) should provide
clear, comfortable and direct access to neighborhood
schools, parks/plazas and transit stops. Primary pedestrian
routes should be bordered by residential fronts, parks or
plazas. Where street connections are not feasible (at the
end of cul-de-sacs), pedestrian paths should also be
provided.
The project provides for pedestrian
circulation in the form of a sidewalk
along its frontage with Chinquapin
Avenue, as well as a walkway to
and from the project to the
sidewalk.
6. Centralized Community Recreation Areas
Park or plazas, which serve as neighborhood meeting places
and as recreational activity centers should be incorporated
into all planned unit developments. As frequently as
possible, these parks/plazas should be designed for both
active and passive uses for residents of all ages and should
be centrally located within the project. Parks and plazas
should not be sited on residual parcels, used as buffers from
surrounding developments or to separate buildings from
streets.
The project consists of only seven
units and is not required to provide
community recreation areas.
OVERVIEW
330 CHINQUAPIN AVE. CARLSBAD, CA 92008APN: 206-020-11-00ZONE: RD-MGENERAL PLAN LAND USE DESOIGNATION: R-23OCCUPANCY: R-2GENERAL PLAN LAND USE DESIGNATION: R-23 RESIDENTIALTOTAL NUMBER OF LOTS PROPOSED: 1TYPE V-B CONSTRUCTION W/ AUTO SPRINKLERED PER NFPA 13ADT(Average daily traffic):64
ALLOWABLE MAX HEIGHT: 24' WITH FLAT ROOF 30' WITH 3"/12" PITCH ROOFFROM FINISHED GRADE OR EXISTING GRADE, WHICH ONE IS LOWER
PROPOSED MAX HEIGHT: 30' w/ MIN 3"/12" PITCH ROOF
REQ'D SIDEYARD SETBACK: 5'REQ'D FRONTYARD SETBACK: 10' W/ FULLY LANDSCAPE YARDREQ'D REAR YARD SETBACK: 10'ALLOWABLE PROJECTIONS: 2'
TOTAL LOT AREA: 19,250 SQFT (0.44acre) UNIT : 7 PROPOSED DWELLING DENSITY: 15.9 UNITS /ACREREQUIED DWELLING DESITY: 15-23 UNITS/ACRE
MINIMUM BUILDING SEPERATION: 10 ft.
BUILDING AREA: 6,195 SQFTALLOWABLE LOT COVERAGE @ 0.6LOT TOTAL COVERAGE PROVIDED: 6,195/19,250 =0.32
PER CBC TABLE 506.2:R-2 TYPE V-B WITH SM MAX AREA: 21,000 SQFT
LANDSCAPE: 3,727 SQFTPERCENTAGE TO BE LANDSCAPED: 3,727/19,250=19.4%
TOTAL BUILDING AREA: 11,264 SQFT.FAR: 11,264/19,250=0.59
DWELLING UNITS = 7EXISTING UNITS DEMOED = 1
PARKING REQUIRED : STUDIO/1BR: NUMBER OF UNIT: 2 SPACE PER UNIT:1.5 -at least 1 covered space TOTAL: 3 - at least 2 covered space
2BR+: NUMBER OF UNIT: 5 SPACE PER UNIT: 2 TOTAL :10 ADA VAN PARKING REQ.D. <24 = 1(One two-car garage or two seperate one-car garageor a one-car garage and a covered or uncovered parking space per unit.)
GUEST PARKING: NUMBER OF UNIT: 7 SPACE PER UNIT: 0.3 TOTAL PROVIDED GUEST PARKING: 3
TOTAL PROVIDED ADA PARKING: 1
PARKING REQUIRED = 16PARKING PROVIDED = 16
LOT COVERAGE
SITE QUALIFICATIONS
PARKING
MINIMUM TOTAL AREA PER UNIT: 60 SQFT.NUMBER OF UNIT: 7MINIMUM DIMENSION: GROUND LEVEL: 6' x 10'
AREA REQUIRED: 420 SQFTAREA PROVIDED: 420 SQFT SEE A-100, A-100.1 FOR BREAK DOWN
PRIVATE RECREATIONAL SPACE
SCOPE:
DEMO EXSITING ONE STORY SINGLE FAMILY DWELLING AND GARAGE. NEW CONSTRUCTION OF THREE TWO STORY RESIDENTIAL DWELLINGS WITH TOTAL OF 7 CONDOS.
BUILDING #1 A TWO-FAMILY BUILDING WITH A 1673 SF THREE BEDROOM UNIT WITH 414 SF TWO CAR GARAGE AND A 1404 SF THREE BEDROOM UNIT WITH A 448 SF TWO CAR GARAGE.
BUILDING #2A MULTI-FAMILY BUILDING CONTAINS A 569 SF LOW-INCOME ONE BEDROOM UNIT, A 942 SF TWO BEDROOM UNIT, A 891 SF TWO BEDROOM UNIT AND 650 SF THREE CAR GARAGE.
BUILDING #3 A TWO-FAMILTY BUILDING WITH A 580 SF STUDIO UNIT, A 1944 SF TWO BEDROOM UNIT AND A 407 SF TWO CAR GARAGE.
INCLUSIONARY HOUSING REQUIREMENT
AFFORDABLE HOUSING REQUIRED: 1AFFORDABLE HOUSING PROVIDED: 1 -UNIT 3
CT 2019-0004
PUD 2019-0004
CDP 2019-0012
UTILITIES
SEWER: CITY OF CARLSBADWATER: CARLSBAD MINICIPAL WATER DISTRICTELEMENTARY SCHOOL: CARLSBAD UNIFIED SCHOOL DISRICTHIGH SCHOOL: CALSBAD UNIFIED SCHOOL DISTRICTGPM: 200 GPM FOR 1 HRGPD: 250 GPD/UNIT X 7 UNITS = 1,750 GPDCFS: 2.52 CFS
Vinicity Map
Issue Date:
Project:
Original Issuance:
P R O G R E S S P R IN T S N O T F O R C O N S T R U C TIO N
Architect Stamp
Project:Team
RENEWAL
1.31.2021
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
DateProject Number
Sheet Name Client Name:Revisions
Architect:
Ultra-Unit Architectural Studio 1327 Loma AvenueLong Beach, California 90804t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer:
David Choi & Associates1327 Loma AvenueLong Beach, California 90804t. 562.382.8040e. david@dca-se.com
Civil Engineer:
CJE1820 S. EL Camino Real. Unit A205Encinitas, California 92024t. 619.884.0576
Mechanical, Electrical, Plumbing Engineering:
Title 24 Energy:
Alternative Energy System3235 N. Verdugo Road.Glendale, California 91208t. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek 405 3rd St.Encinitas, California 92024t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate535 N Hwy 101Solana Beach, California 92075t. 858.259.8212
Acoustic Engineering:
DuDek 605 3rd St.Encinitas, California 92024t.562.997.0971 #1
12/3/2020 4:01:16 PM 12/3/2020 4:01:16 PM
12/3/2020 4:01:16 PM330CHINQUAPIN
07/20/20
330 CHINQUAPIN AVE
CARLSBAD CA
17-1230
330CHINQUAPINJEFF GALIZIO
COVER JEFF GALIZIO07/20/2017-1230
PROPERTY OWNER: JEFF GALIZIO330 CHINQUAPIN AVE, CARLSBAD, 92008 T:760-473-0800
-PLANNING CORR. RESPONSE05/16/2019-PLANNING CORR. RESPONSE03/10/2020
02 - 000 - SHEET INDEX-planning
Number Sheet ISSUE DATEView/Sheet Discipline Group
0000 COVER 03/07/20 General 01 General
A-100 SITE PLAN 03/07/20 A1 09 Architectural
A-100.1 ROOF PLAN 03/07/20 A1 09 Architectural
A-100.2 BACK UP DIAGRAM 03/07/20 A1 09 Architectural
A-100.3 FAR 03/07/20 A1 09 Architectural
A-110 BUILDING 1- LEVEL 1 03/07/20 A1 09 Architectural
A-111 BUILDING 1- LEVEL 2 03/07/20 A1 09 Architectural
A-112 BUILDING 1 - ROOF DECK 03/07/20 A1 09 Architectural
A-120 BUILDING 2 - LEVEL 1 03/07/20 A1 09 Architectural
A-121 BUILDING 2- LEVEL 2 03/07/20 A1 09 Architectural
A-122 BUILDING 2- ROOF DECK 03/07/20 A1 09 Architectural
A-130 BUILDING 3- LEVEL 1 03/07/20 A1 09 Architectural
A-131 BUILDING 3 - LEVEL 2 03/07/20 A1 09 Architectural
A-132 BUILDING 3 - ROOF DECK 03/07/20 A1 09 Architectural
A-201 ELEVATION - BUILDING 1 E/W 03/07/20 A2 09 Architectural
A-201.1 ELEVATION - BUILDING 1 S/N 03/07/20 A2 09 Architectural
A-202 ELEVATION - BUILDING 2 - E/W 03/07/20 A2 09 Architectural
A-202.1 ELEVATION - BUILDING 2 - S/N 03/07/20 A2 09 Architectural
A-203 ELEVATION - CUSTOM HOUSE W/E 03/07/20 A2 09 Architectural
A-203.1 ELEVATION - CUSTOM HOUSE S/N 03/07/20 A2 09 Architectural
C-1.0 1 03/07/20 Civil 03 Civil
C-2.0 2 03/07/20 Civil 03 Civil
C-3.0 3 03/07/20 Civil 03 Civil
C-4.0 4 03/07/20 Civil 03 Civil
C-5.0 5 03/07/20 Civil 03 Civil
C-6.0 6 03/07/20 Civil 03 Civil
C-7.0 7 03/07/20 Civil 03 Civil
L-100 LANDSCAPE PLAN 03/07/20 LS 04-LANDSACPE
L-101 PLANTIN GPLAN BLDG 1&2 03/07/20 LS 04-LANDSACPE
L-102 PLANTIN GPLAN BLDG 3 03/07/20 LS 04-LANDSACPE
L-103 Unnamed 03/07/20 LS 04-LANDSACPE
L-104 LANDSCAPE DETAILS 03/07/20 LS 04-LANDSACPE
TOTAL SHEET COUNT: 32
CT 2019-0004
PUD 2019-0004
CDP 2019-0012ATTACHMENT 6
DE S IGN BU IL D
♦ ♦
EXISTING 2 STORY BUILDING CHINQUAPIN AVE.GUEST PARKING
PROPERTY LINE
PROPOSED TWO STORYBUILDING 1 SIDEYARD SETBACK
SIDEYARD SETBACK FRONT YARD SETBACK
TWO-WAY DRIVE NLANDSCAPEHANDICAPPARKING 70'-0" PL269'-11 1/2" PL
269'-11 1/2" PL
UNIT 1 GARAGE
UNIT 3 PARKING
Existing Driveway
EXISTING ONE STORY BUILDING
EXISTING ONE STORY GARAGE
EXISTING 2 STORY
BUILDING
EXISTING 1 STORY BUILDING
(N) RETAINING WALL, EXISTING RETAINING WALL REPLACED BY NEW ONE, SEE CIVIL
PROPOSED FENCE, TOP OF FENCE 51', TW 48.83', BW 45.5', TOTAL HT. 5.5' SEE CIVIL
TRASHPROPOSED TWO STORYBUILDING 4BACKYAD SETBACKExisting Fire Hydrant(E)SIDEWALKSIDEWALK1' - 11 1/2"
1' - 11 1/2"
12
UNIT 7 GARAGE
SIDEWALKSIDEWALK
SIDEWALK
(N)6'-0" GATE
UNIT 6 PARKING (E)SIDEWALK TO BE REPLACED CLCL(E)RoWGUEST PARKING
FUTURE EV PARKING
2' - 0"
PEDESTRAIN PATH OFTRAVEL
UNIT 4 GARAGE UNIT 5 GARAGE 7' - 2"UNIT 2 GARAGE
9 8 7
11
10
4 3 2 1
UNIT 5 PARKING
GUEST PARKINGEV PARKING
8' - 6"
0' - 6"
6' - 5"(N)RoW(E)RoW(N)RoW10' - 0"
20' - 0"24' - 0"20' - 0"
16
15
14
13
6
534' - 8 1/2"9' - 0"1' - 4"9' - 0"2' - 4"9' - 0"8' - 0"8' - 6"5' - 10"8' - 6"8' - 6"UNIT 3 YARD
20' - 1 1/2"20' - 5 1/2"12' - 0 1/2"20' - 5 1/2"22' - 3 1/2"21' - 0"20' - 4"20' - 4"3' - 0"20' - 3 1/2"20' - 3"
BLDG 3 TANKLESS GAS WATER HEATER
BLDG 2 TANKLESS GAS WATER HEATER
BLDG 1 TANKLESS GAS WATER HEATER
7' - 4"
(E)RETAINING WALL TO REMAIN. SEE CIVIL
COMPACT
COMPACT
15' - 0"
(E)SIDEWALK TO BE REPLACED
(N)TREE
4' x 4' UNDERGROUND TRANSFORMER
10' - 0"5' - 0"24' - 0"PROPOSED FENCE, TOP OF FENCE 52.5', TW 50.75', BW 47', TOTAL HT 5.5' SEE CIVIL
PROPOSED FENCE, TOP OF FENCE 54', TW 51.5', BW 48.5', TOTAL HT 5.5'. SEE CIVIL 5.5' SLOPED WOOD FENCE AND NEW RETAINING WALL, SEE CIVIL
PROTECT IN PLACE (E) PL FENCE,(N)COMBINED SHORING AND RETAINING WALL, SEE CIVIL
(N)RETAINING WALL.
TW 49.75', SEE CIVIL
(E)P.P TO REMAIN
R
4' -
0
"5' - 0"GRASSCRETEGRASSCRETE
5' - 0"
3' - 10 1/2"
4' - 3 1/2"
8' - 2 1/2"
30' - 0"24' - 1 1/2"Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1" = 10'-0"10/7/2020 3:26:56 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-100
SITE PLAN JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1" = 10'-0"1 Site Plan
05 - PARKING COUNT SCHEDULE
Comments Mark Sub-Category
ADA 13 COVERED
GUEST 16 UNCOVERED
GUEST - COMPACT 14 UNCOVERED
GUEST - COMPACT 15 UNCOVERED
UNIT 1 1 COVERED
UNIT 1 2 COVERED
UNIT 2 3 COVERED
UNIT 2 4 COVERED
UNIT 3 5 COVERED
UNIT 4 8 COVERED
UNIT 4 9 COVERED
UNIT 5 6 COVERED
UNIT 5 7 COVERED
UNIT 6 12 UNCOVERED
UNIT 7 10 COVERED
UNIT 7 11 COVERED
16
FAR AREA SCHEDULE - LEVEL 1
Name SQ.FT.ROOF DECK DECK TO FLOORAREA RATIO
BLDG 1-FOOTPRINT 2086 SF 400 SF 19.2
BLDG 2-FOOTPRINT 1423 SF 324 SF 22.8
BLDG 3-FOOTPRINT 2673 SF 315 SF 11.8
6182 SF
No. Description Date
PROPOSED TWO STORY
BUILDING 1 LANDSCAPE70'-0" PL269'-11 1/2" PL
269'-11 1/2" PL
PROPOSED TWO STORY
BUILDING 2
PROPOSED TWO STORY
BUILDING 3 SIDEWALK2' - 0"
12 (E)P.P TO REMAIN(N)6'-0" GATE(N)6'-0" FENCE PER CIVIL
(N)TREE
RELOCATE
GAS METER CHINQUAPIN AVE.CLCL6" FIRE WATER SERVICE
8' - 6"RoWRoW(N) IRRIGATION METER TO STREETEXISTING 2 STORY BUILDING
PROPERTY LINE FRONT YARD SETBACK NExisting Driveway
EXISTING 2 STORY BUILDING
EXISTING 1 STORY BUILDING
BLDG 3 ROOF DECK-315 SF
BLDG 2 ROOF DECK-324 SF
BLDG 1 ROOF DECK-400 SF
UNIT 4 YARD 60 SF
8' R. BARREL VAULT
5' R. BARREL VAULT8' R. BARREL VAULT 10' R. BARREL VAULT4' R. BARREL VAULT 8' R. BARREL VAULT8' R. BARREL VAULT5' R. BARREL VAULT 4' R. BARREL VAULT7' R. BARREL VAULT7' R. BARREL VAULT
4' R. BARREL VAULTUNIT 1 YARDUNIT 2 YARDUNIT 5 YARD 60 SF
UNIT 6 YARD 60 SF
UNIT 7 YARD-PATIO BELOW 60 SF 5' R. BARREL VAULT4' R. BARREL VAULT3' R. BARREL VAULT
272 SF SOLAR ZONE
206 SF SOLAR ZONE
GUEST PARKINGFUTURE EV PARKING
GUEST PARKINGEV PARKING
14
15
16
224 SF SOLAR ZONE
(N) ELECTRIC
AL METER
LINE OF SIGHT @DRIVEWAY
(N)WATER METER
(N)BACKFLOW
W W W W W W W
W
W
W W
W
EEEEEE
FW FW FW
FW
FW FW
FW
FW
FW
FW
W W
W W
S S S
S
S S
S S
S
(E)SIDEWALK TO BE REPLACED
10' - 0"
6" FIRE WATER SERVICE WITH DDCV
SITE PLAN LEGEND
PROPOSED PRIVATE BMP STENCIL PER CIVIL
PROPOSED PRIVATE ELEC HAND HOLE PER CIVIL PROPOSED SEWER LINE PER CIVIL
SLOPE PER CIVILPROPOSED PERMEABLE PAVER
PROPERTY LINE
PROPOSED WATER LINE PER CIVIL
PROPOSED ELECTIRCAL LINE PER CIVIL
SET BACK LINE
PROPOSED SOLAR ZONE
PROPOSED ROOF DECK
CAP COMPLIANCE TABLE:
2A -PHOTOVOLATIC SYSTEM:
3A -WATER HEATING:
4A -ELECTRICAL VEHICLE CHARGING:
12.65KWDC REQUIRED-330 W PER CELL12650/330= 38 CELL REQ.D. SOLAR AREA: 691 SFPROPOSED SOLAR AREA : 702 SF
GAS WATER HEATING SYSTEM
1 INSTALL EV PARKING #161 FUTURE EV PARKING #15
S
W
E
LINE OF SIGHT @ DRWY
PROPOSED 6" FIRE WATER SERVICE PER CIVIL
FW
STORM WATER
DRAINAGE
www.ULTRA-UNIT.com
Scale DateDrawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Ultra-Unit Architectural Studio 1327 Loma AvenueLong Beach, California 90804t. 562.997.0971e. cameron@ultra-unit.come. karl@ultra-unit.com
David Choi -Structural
Engineer1327 Loma AvenueLong Beach, California 90804
t. 562.961.5600
MINARC2324 Michigan aveSanta Monica, California 90404t. 310.998.8899e. tryggvi@minarc.come. lark@ultra-unit.com
As indicated
10/7/2020 3:27:03 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-100.1
ROOF PLAN JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1" = 10'-0"1 ROOF PLAN
NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED
FROM VIEW AND SOUND BUFFER FROM ADJACENT
PROPERTIES.
FAR AREA SCHEDULE - LEVEL 1
Name SQ.FT.ROOF DECK DECK TO FLOORAREA RATIO
BLDG 1-FOOTPRINT 2086 SF 400 SF 19.2
BLDG 2-FOOTPRINT 1423 SF 324 SF 22.8
BLDG 3-FOOTPRINT 2673 SF 315 SF 11.8
6182 SF
SOLAR ZONE AREA CALCULATION
Comments CFA # d.u.
caluculatedkWdc watt per cell Number of cell
req.d. solararea
UNIT 1 1673 SF 1 2.11 330 6 115
UNIT 2 1404 SF 1 1.95 330 6 107
UNIT 3 574 SF 1 1.48 330 4 81
UNIT 4 984 SF 1 1.71 330 5 94
UNIT 5 891 SF 1 1.66 330 5 91
UNIT 6 583 SF 1 1.48 330 4 81
UNIT 7 1940 SF 1 2.26 330 7 123
78 8048 SF 12.65 38 691
No. Description Date
EXISTING 2 STORY BUILDING CHINQUAPIN AVE.PROPERTY LINE
UNIT 2 GARAGE
PROPOSED TWO STORYBUILDING 1 SIDEYARD SETBACK
TWO-WAY DRIVE NLANDSCAPE70'-0" PL269'-11 1/2" PL
269'-11 1/2" PL
UNIT 1 GARAGE
EXISTING 2 STORY BUILDING
EXISTING 1 STORY BUILDING
PROPOSED 6' FENCE
PROPOSED TWO STORYBUILDING 4BACKYAD SETBACKExisting Fire Hydrant8' - 6"SIDEWALK2' - 0"
2' - 0"
12
UNIT 7 GARAGE
SIDEWALKSIDEWALKSIDEWALKSIDEWALK
(N)SIDEWALKCLCLRoWRoW2' - 0"
789
11
10 20' - 0"R 28' - 0"R 28' - 0"20' - 0"20' - 0"24' - 0"24' - 0"4 3 2 1
120' - 0"R
1
5' -
4
"
R 24' - 0"
Scale DateDrawn By
Checked By
Project Number
Cameron Crockett -Architect/Contractor
Ultra-Unit Architectural Studio 1327 Loma AvenueLong Beach, California 90804t. 562.997.0971
e. cameron@ultra-unit.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team
Revisions
RENEWAL
1.31.2021
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
1" = 10'-0"10/7/2020 3:27:08 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-100.2
BACK UP DIAGRAMJEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1" = 10'-0"1 Site Plan -back up
No. Description Date
AREA:
AREA USE:
2086.50 SF
BLDG 1-FOOTPRINT
AREA:
AREA USE:
1422.52 SF
BLDG 2-FOOTPRINT
AREA:
AREA USE:
2672.94 SF
BLDG 3-FOOTPRINT
Schema 1 Legend
BLDG 1-FOOTPRINT
BLDG 2-FOOTPRINT
BLDG 3-FOOTPRINT
LANDSCAPE 1
LANDSCAPE 2
LANDSCAPE 3
AREA:
AREA USE:
3601.20 SF
LANDSCAPE 3
AREA:
AREA USE:
103.32 SF
LANDSCAPE 2
AREA:
AREA USE:
22.64 SF
LANDSCAPE 1
Schema 1 Legend
BLDG 1 - LEVEL 2
BLDG 2 - LEVEL 2
BLDG 3- LEVEL 2
AREA:
AREA USE:
2340.03 SF
BLDG 1 -LEVEL 2
AREA:
AREA USE:
652.87 SF
BLDG 3-LEVEL 2
AREA:
AREA USE:
2088.67 SF
BLDG 2 -LEVEL 2
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/16" = 1'-0"10/7/2020 3:27:12 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-100.3
FAR JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/16" = 1'-0"1 BLDG 1 - LEVEL 11/16" = 1'-0"2 BLDG 3 - LEVEL 2
LANDSCAPE SCHEDULE
Name SQ.FT.Comments
LANDSCAPE 3 3601 SF LEVEL 1
LANDSCAPE 2 103 SF LEVEL 1
LANDSCAPE 1 23 SF LEVEL 1
3727 SF
FAR AREA SCHEDULE - LEVEL 1
Name SQ.FT.ROOF DECK DECK TO FLOORAREA RATIO
BLDG 1-FOOTPRINT 2086 SF 400 SF 19.2
BLDG 2-FOOTPRINT 1423 SF 324 SF 22.8
BLDG 3-FOOTPRINT 2673 SF 315 SF 11.8
6182 SF
FAR AREA SCHEDULE - LEVEL 2
Name SQ.FT.ROOF DECK DECK TO FLOORAREA RATIO Category Comments
BLDG 1 - LEVEL 2 2340 SF RESIDENTIAL LEVEL 2
BLDG 3- LEVEL 2 653 SF RESIDENTIAL LEVEL 2
BLDG 2 - LEVEL 2 2089 SF RESIDENTIAL LEVEL 2
5082 SF
No. Description Date
2 3 41
A
C
B
2
A-302
D
85 SF
UNIT 1 - RR1104
414 SF
UNIT 1 - GARAGE107
22 SF
UNIT 1 - LUANDRY105
69 SF
UNIT 1 - STORAGE106
77 SF
UNIT 1 - FOYER101260 SF
UNIT 1 - BR11022' - 6"1
21
1' - 6"ø 5' - 0"D04
D05
D01
D02
W01 W01 W01
19 SF
UNIT 1 - CLS1109
D06
D09
1
A-301
1
A-301
EXT 5
EXT1
INT 3
INT 2
INT 2
EXT 1
EXT 1
14' - 7 1/2"19' - 5"
34' - 8 1/2"
3' - 1"2' - 0"2' - 0"10' - 1 1/2"
EXT1 17' - 7"4' - 4 1/2"4' - 0"2' - 7"3' - 7 1/2"8' - 0"10' - 9"INT 3
INT 3
E
20' - 6"4' - 2 1/2"
ø 5' - 0"22' - 2"20' - 2 1/2"
20' - 2 1/2"
3
4
56 SF
UNIT 2 - STORAGE227
14 SF
UNIT 2 - LAUNDRY214
86 SF
UNIT 2 - RR1224
19 SF
UNIT 2 - CLS1213
73 SF
UNIT 2 - FOYER219
141516
9' - 5 1/2"448 SF
UNIT 2 - GARAGE210
235 SF
UNIT 2 - BR 1211
Survey 50'-0"
PLAN LEGEND
N
ABOVE FLOOR LINE
CENTERLINE
NOT IN CONTRACT or BY OWNER EQUIPMENT
NEW WALL/PARTITION. REFER TO PARTITION LEGEND
EXPANSION JOINT (EJ)
At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11b-206.2.2)
ACCESSIBLE ROUTES
Entrances shall be provided in accordance with 11b-206.4 entrances.Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4)All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11b-404 doors, doorways and gates (11b-206.4.1)
Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1:20(5%), doorways, ramps, curb ramps excluding the flared
sides, elevators, and platform lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1:48 (2.083%) (11b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1)The clear width for sidewalks and walks shall be 48 inches minimum.(11b-403.5.1)The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1)
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCESALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIAL
CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION = CBC 11 -4.410.1MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED.FOR ALL ELEVATIONS -SEE CIVIL
PLAN NOTES
#-A GRIDLINE -FOR STRUCTURESEE STRUCTURAL DRAWINGS FOR KEY
1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall.6.Null7.A copy of the evaluation report and or conditions of listing shall be made available at the job site.
60" TURNING RADIUS 30" X 48" CLEARANCE 60" D IA. 48" 30"ACCESSIBILITY CLEARANCE FOR DOOR 4' - 6"9' - 6"4' - 6"4' - 0"5' - 0".12"
18" INT. 24" EXT..WITHIN DWELLING UNIT
4' - 6"5' - 0"
NOT
REQ'D18"
4' - 0"
PRIMARY / EXTERIOR / COMMON
3' - 0"3' - 4"3' - 0"3' - 6"2' - 0"
32" MIN CLR
DOOR STOP 1 1/2" MIN
Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
SEE A700 FOR EXTERIOR WALL
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1:2 X 6 EXTERIOR WALL, R-19
BATT
EXT 4:2 X 6 EXTERIOR WALL, R-19 BATT,
CULTURED STONE O/ LATH & SCRATCH COAT, STC
EXT 5:2 X 6 EXTERIOR WALL, R-19
BATT,
INT 1:PARTY WALL, 2X STGR STUD, U341,STC
INT 2:2 X 4 INTERIOR PARTION
INT 4:2X 6 PLUMBING
8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required.9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code.
INT 3:2 X 4 INTERIOR PARTION WALL,
KEY NOTE
1 TANKLESS WALL MOUNTED WATER HEATER
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:18 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-110
BUILDING 1- LEVEL
1 JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 BLDG 1 - LEVEL 1
Room Schedule -BUILDING 1
Name Area TotalRR TotalBR UnboundedHeight StorageVolumn
UNIT 2 - BR 1 235 SF 10' - 0"
UNIT 2 - BR 2 198 SF 20' - 6"
UNIT 2 - FOYER 73 SF 8' - 0"
UNIT 2 - RR1 46 SF 1 8' - 0"
UNIT 2 - CLS1 19 SF 8' - 0"
UNIT 2 - LAUNDRY 14 SF 8' - 0"
UNIT 2 - CLS2 17 SF 8' - 0"
UNIT 2 - RR1 86 SF 1 8' - 0"
UNIT 2 - RR3 47 SF 1 8' - 0"
UNIT 2 - CLS3 28 SF 8' - 0"
UNIT 2 - BR3 140 SF 1 8' - 0"
UNIT 2 - STAIR 62 SF 8' - 0"
UNIT 2 - LIVING ROOM 384 SF 8' - 0"
UNIT 2 - STORAGE 56 SF 8' - 0"
1404 SF 3 1 0.00 CF
UNIT 1 - RR1 85 SF 1 8' - 0"
UNIT 1 - LUANDRY 22 SF 8' - 10"
UNIT 1 - STORAGE 69 SF 8' - 10"
UNIT 1 - FOYER 77 SF 8' - 10"
UNIT 1 - BR1 260 SF 1 8' - 10"
UNIT 2 - STAIR 84 SF 8' - 0"
UNIT 1 - BR2 140 SF 1 8' - 0"
UNIT 1 - CLS2 28 SF 8' - 10"
UNIT 1 - RR3 46 SF 1 8' - 0"
UNIT 1 - RR2 47 SF 1 8' - 0"
UNIT 1 - BR3 147 SF 1 8' - 10"
UNIT 1 - CLS3 13 SF 8' - 10"
UNIT 1 - LIVING ROOM 408 SF 9' - 0"
UNIT 1 - STAIR 22 SF 7' - 8"
UNIT 1 - STAIR 62 SF 18' - 0"
UNIT 1 - KITCHEN 144 SF 9' - 0"
UNIT 1 - CLS1 19 SF 8' - 10"
1673 SF 3 3 0.00 CF
UNIT 2 - GARAGE 448 SF 10' - 0"
UNIT 1 - GARAGE 414 SF 8' - 10"
BDLG 1 - ROOF DECK 400 SF 21' - 0"
1262 SF 0 0 0.00 CF
4338 SF 6 4 0.00 CF
No. Description Date
PLAN LEGEND
N
ABOVE FLOOR LINE
CENTERLINE
NOT IN CONTRACT or BY OWNER EQUIPMENT
NEW WALL/PARTITION. REFER TO PARTITION LEGEND
EXPANSION JOINT (EJ)
At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11b-206.2.2)
ACCESSIBLE ROUTES
Entrances shall be provided in accordance with 11b-206.4 entrances.Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4)All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11b-404 doors, doorways and gates (11b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1:20(5%), doorways, ramps, curb ramps excluding the flared
sides, elevators, and platform lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1:48 (2.083%) (11b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1)The clear width for sidewalks and walks shall be 48 inches minimum.(11b-403.5.1)The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1)
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCESALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIALCONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION = CBC 11 -4.410.1MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED.FOR ALL ELEVATIONS -SEE CIVIL
PLAN NOTES
#-A GRIDLINE -FOR STRUCTURESEE STRUCTURAL DRAWINGS FOR KEY
1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall.6.Null7.A copy of the evaluation report and or conditions of listing shall be made available at the job site.
60" TURNING RADIUS 30" X 48" CLEARANCE 60" D IA . 48" 30"ACCESSIBILITY CLEARANCE FOR DOOR 4' - 6"9' - 6"4' - 6"4' - 0"5' - 0".12"
18" INT. 24" EXT..WITHIN DWELLING UNIT
4' - 6"5' - 0"
NOT REQ'D18"
4' - 0"
PRIMARY / EXTERIOR / COMMON
3' - 0"3' - 4"3' - 0"3' - 6"2' - 0"
32" MIN CLR
DOOR STOP 1 1/2" MIN
Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
SEE A700 FOR EXTERIOR WALL
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1:2 X 6 EXTERIOR WALL, R-19
BATT
EXT 4:2 X 6 EXTERIOR WALL, R-19 BATT,
CULTURED STONE O/ LATH & SCRATCH COAT, STC
EXT 5:2 X 6 EXTERIOR WALL, R-19
BATT,
INT 1:PARTY WALL, 2X STGR STUD, U341,STC
INT 2:2 X 4 INTERIOR PARTION
INT 4:2X 6 PLUMBING
8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required.9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los
Angeles Electrical Code.
INT 3:2 X 4 INTERIOR PARTION WALL,
KEY NOTE
1 TANKLESS WALL MOUNTED WATER HEATER
2 3 41
A A
C C
B B
2
A-302
D D
140 SF
UNIT 1 - BR2109
28 SF
UNIT 1 - CLS2111
46 SF
UNIT 1 - RR3113 47 SF
UNIT 1 - RR2110
147 SF
UNIT 1 - BR3112
13 SF
UNIT 1 - CLS3114
62 SF
UNIT 1 - STAIR115
40' - 10 1/2"30' - 5 1/2"2' - 0"W02
D07
5' HT. WINDOW
W03
W03
D04
A11
C11
1
A-301
1
A-301
EXT 5
EXT1
EXT1
INT 2
EXT 1
14' - 7 1/2"24' - 3"3' - 11"11' - 4 1/2"12' - 0 1/2"A-460
1
A-460
7
A-4011
30' - 5 1/2"E E
30' - 6 1/2"46 SF
UNIT 2 - RR1229 47 SF
UNIT 2 - RR3226
140 SF
UNIT 2 - BR3228
17 SF
UNIT 2 - CLS2224
384 SF
UNIT 2 - LIVING ROOM225
28 SF
UNIT 2 - CLS3222 62 SF
UNIT 2 - STAIR230
143 SF
UNIT 2 - KITCHEN221
408 SF
UNIT 1 - LIVING ROOM108
144 SF
UNIT 1 - KITCHEN117
198 SF
UNIT 2 - BR 2215
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:23 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-111
BUILDING 1- LEVEL
2 JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 BLDG 1 - LEVEL 2
No. Description Date
SOLAR ZONE
The solar zone is an allocated space that is unshaded, un-penetrated, and free of obstructions. it serves as a suitable place that solar panels can be installed at a future date.
Solar Zone Calculations
Total roof area: 6 715 SFTotal area required solar zone (15%)(6 715 SF x 0.15) = 1 008 SF required.
Solar Zone 1 = 508 SFSolar Zone 2 = 500 SF
Note: -Minimum dimension 5’-0”, 80 SF-No obstructions and 2 times height of obstruction setback.-Minimum 4’-0”centerline access path to stand pipes, roof hatches, skylights or vent hatches.-Solar zone shall have 4’-0”clear perimeter access.-The solar zone shall be oriented between 10 deg. And 270 deg. From the north. A minimum of
1”metalic conduit termination point for future solar use.-The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. The reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as “for future solar electric”
ROOF PLAN SPECIFIC NOTESTOTAL COMBINED ROOF AREA = 11362SQFT1704 SQFT SOLAR ZONE REQD -NO AREA LESS THAN 160SQFT4 SOLAR ZONES AT 450SQFT = 1800SQFT PROVIDED
ROOF NOTES:
1.Contractor shall confirm that all areas of roof are provided with positive drainage.
2.Roof penetrations shall be flashed per building and manufactures specifications.
3.Contractor shall be responsible for coordination of sizes and locations of roof openings, platforms, bases, lighting, power, convenience outlets, etc., with equipment being supplied.
4.All roofing materials to be installed as per manufacture's recommendations and specifications.
5. Provide roof insulation per t-24 sheets.
6.Provide rain gutters, diverters and downspouts as required, refer to grading plans for drainage patterns.
7.Roof diaphragm nailing to be inspected before covering. face grain of plywood shall be perpendicular to supports.
8. All new crickets shall slope minimum 1/2" per foot.
9.Provide roof scupper with overflow to downspouts as shown on lid plan.
10.Parapet dimensions are shown from face of finish uno.11. G.C. to verify all dimensions and contact architect if any discrepancies exist, prior to commencing work.12. G.C. to assure roof installation and all penetrations to be fully weathertight.
13.Roofing to comply with UBC standards 15-4 and shall be installed in accordance with table
15-b-2 (r902.1)
14.Installed roofing over minimum 30# underlayment.
15.The quality and design of roofing materials and their fastening devices shall conform to the applicable standards listed in chapter 35, part II (1507.1)
16. All materials shall be delivered in packages bearing the manufacturers label or identifying mark.
17.The roofing installer shall be responsible for providing a complete waterproof installation including all necessary flashing, caps, pipe jacks, opening protection and sealants. all roofing shall comply with NRCA standards UBC chapter 13.
18. Verify that all areas have a positive 1/4" per foot min. roof drainage prior to installation.
19.Downspouts are sized either for UPC code average 6"/ hour rainfall or minimum 8" interior DIA. -whichever is greater.
20. Provide plywood or felt crickets as required to maintain 1/2" per foot drainage at equipment pads and roof hatch.
21. Installed roofing materials as soon as possible after installation of metal roof deck to
minimize exposure of the deck to moisture sources.
22. All exposed roof metal and vents shall be primed and prepared for paint finish. paint shall match exterior wall color per exterior finish schedule.
23. All/any roof penetrations shall be minimum 18" away from air conditioning units and a minimum18" from other penetrations.
24. Vents through roof shall be installed 10'-0" from and terminated 3'-0" above any fresh air intakes.
25. Openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather-stripe or otherwise sealed to limit infiltration and exfiltration.
26. Contractor shall verify that all gas lines condensation and all conduit lines shall not extend above roof surfaces.
27. Lead flashing shall be used at all roof and overflow drain penetrations.
28. Material used for roof sheathing: wood structural panels used for roof sheathing shall be bonded by intermediate or exterior glue. (CBC 2320.12.9)
29. The roof sheathing shall include a radiant barrier.
30. The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. the reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and
shall be permanently marked as "for future solar electric" (4.211.4 energy code and 110.10 LAFD requirement no. 96)
EQUIPMENT ON ROOFS. CMC 2016 308.1.1-6,304
1. Enclosures. equipment on roof shall be designed or enclosed so as to withstand climatic conditions in the areas in which it is installed. where enclosures are provided, each enclosure shall be of reasonable height, and shall have at least a thirty (30) inch (762 mm) clearance between the entire service access panel(s) of the equipment and the wall of the enclosure.
2.Roof support. roofs on which equipment is to be installed shall be capable of supporting the additional load or shall be reinforced to support the additional load.
3.Corrosion resistance. all access locks, screws, and bolts shall be of corrosion-resistant material.
4. Roof drainage. equipment shall be installed on a well-drained surface of the roof.
5.Guards or rails. at least six (6) ft. (1,829 mm) between any part of the equipment and the edge of a roof or similar hazard, or rigidly fixed rail, guards, parapets, or other building structures at least forty-two (42) inches (1,067 mm) in height shall be provided on the exposed side.
6. Electrical power. all equipment requiring an external source of electrical power for its operation shall be provided with: (1) readily accessible electrical disconnecting means within sight of the equipment.(2) a 120 vac grounding-type receptacle outlet on the roof adjacent to the equipment. the receptacle outlet shall be on the supply side of the disconnect switch.
7.Service and access to equipment and appliances. equipment and appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction. sufficient clearance shall be maintained to permit cleaning of heating surfaces; the replacement of filters, blowers, motors, burners, controls, and vent connections; the lubrication of moving parts where necessary; the adjustment and cleaning of burners and pilots; and the proper functioning of explosion vents, if provided. [NFPA 54-09:9.2.1] unless otherwise specified, not less than thirty (30) i inches (762 mm) in depth, width, and height of working space shall be provided.
class b -built up roofing-white surfaced
8.The panel or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permint installation of a branch circuit over current
protective device.
9.The service panel or subpanel circuit directory shall identify the over current protective device
space(s) reserved for future EV charching as EV capable the raceway termination location shall be permanent and visibly marked EV capable.
10. A copy of the construction documents or a comparable document indicating the information from energy code sections 110.10(b) trough 110.10(c) shall be provided to the occupant.(ENERGY CODE 110.10(d))
ROOF LEGEND
ROOF KEYNOTE
2 BARREL VAULT CEILING
3 CRICKET
4 CONDENSOR
5 DRAIN & SCUPPER OVER FLOW
1 2'-0 X 4'-0 VELUX MOTORIZED SKYLIGHT
2 3 41
A
C
B
2
A-302
D
1
A-301
1
A-301
2
A-542
22 SF
UNIT 1 - STAIR116
2
EXT1
28' - 0 1/4"RF 1
4
5
RD RD
5 3 2%2%5
E
84 SF
UNIT 2 - STAIR216
400 SF
BDLG 1 - ROOF DECK132
UNIT 2 RECREATION
SPACE
UNIT 1
RECREATION
SPACE
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:27 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-112
BUILDING 1 - ROOF
DECK JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"2 BLDG 1 - ROOF DECK
NOTE:-A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT
INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10B THROUGH 110.10C SHALL BE PROVIDED TO THE OCCUPANT.-ROOF MOUNTED EQUIPMENT SHALL BE CONCEALED FROM VIEW AND THE SOUND BUFFERED FROM ADJACENT PROPERTIES AND STREETS IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY NO. 80-6
No. Description Date
5
5
6
6
1
A-303
1
A-303
7
7
8
8
3
A-303.1
3
A-303.1
2
A-303
2
A-303
I I
F F
G G
H HSIDEWALK2.0%
2.0%
407 SF
UNIT 4 - GARAGE401
243 SF
UNIT 5 - GARAGE501
61 SF
UNIT 3 - RR303
140 SF
UNIT 3 - BR304
18 SF
UNIT 3 - LAUNDRY306
15 SF
UNIT 3 - CLS305
AFFORDABLE
UNIT
J J
K
ø 5' - 0"1
2.0%
49 SF
UNIT 3 - STORAGE307
7
820' - 0"20' - 4"12' - 0"20' - 4"
9
5 6
13
159 SF
UNIT 3 - LIVING ROOM301
131 SF
UNIT 3 - KITCHEN302
20' - 8"UNIT 3
RECREATION
SPACE
PLAN LEGEND
N
ABOVE FLOOR LINE
CENTERLINE
NOT IN CONTRACT or BY OWNER EQUIPMENT
NEW WALL/PARTITION. REFER TO PARTITION LEGEND
EXPANSION JOINT (EJ)
At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones:
Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11b-206.2.2)
ACCESSIBLE ROUTES
Entrances shall be provided in accordance with 11b-206.4 entrances.Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4)All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11b-404 doors, doorways and gates (11b-206.4.1)
Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1:20(5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1:48 (2.083%) (11b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1)The clear width for sidewalks and walks shall be 48 inches minimum.(11b-403.5.1)The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1)
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCESALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIAL
CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION = CBC 11 -4.410.1MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED.FOR ALL ELEVATIONS -SEE CIVIL
PLAN NOTES
#-A GRIDLINE -FOR STRUCTURESEE STRUCTURAL DRAWINGS FOR KEY
1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters,
appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall.6.Null7.A copy of the evaluation report and or conditions of listing shall be made available at the job site.
60" TURNING RADIUS 30" X 48" CLEARANCE 60" D IA . 48" 30"ACCESSIBILITY CLEARANCE FOR DOOR 4' - 6"9' - 6"4' - 6"4' - 0"5' - 0".12"
18" INT. 24" EXT..WITHIN DWELLING UNIT
4' - 6"5' - 0"
NOT REQ'D18"
4' - 0"
PRIMARY / EXTERIOR / COMMON
3' - 0"3' - 4"3' - 0"3' - 6"2' - 0"
32" MIN CLR
DOOR STOP 1 1/2" MIN
Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
SEE A700 FOR EXTERIOR WALL
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1:2 X 6 EXTERIOR WALL, R-19
BATT
EXT 4:2 X 6 EXTERIOR WALL, R-19 BATT,
CULTURED STONE O/ LATH & SCRATCH COAT, STC
EXT 5:2 X 6 EXTERIOR WALL, R-19
BATT,
INT 1:PARTY WALL, 2X STGR STUD, U341,STC
INT 2:2 X 4 INTERIOR PARTION
INT 4:2X 6 PLUMBING
8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required.9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code.
INT 3:2 X 4 INTERIOR PARTION WALL,
KEY NOTE
1 TANKLESS WALL MOUNTED WATER HEATER
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:32 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-120
BUILDING 2 -
LEVEL 1 JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 BLDG 2 - LEVEL 1
Room Schedule -BUILDING 2
Name Area Comments TotalBR TotalRR UnboundedHeight
UNIT 5 - RR 63 SF UNIT 5 1 8' - 0"
UNIT 5 - BR2 149 SF UNIT 5 1 8' - 0"
UNIT 5 - KITCHEN 238 SF UNIT 5 8' - 0"
UNIT 5 - PANTRY 31 SF UNIT 5 8' - 0"
UNIT 5 - BR1 143 SF UNIT 5 1 8' - 0"
UNIT 5 - CLS1 14 SF UNIT 5 8' - 0"
UNIT 5 - CLS2 13 SF UNIT 5 8' - 10"
UNIT 5 - LAUNDRY 32 SF UNIT 5 8' - 10"
UNIT 5 - LIVING 208 SF UNIT 5 1 8' - 10"
891 SF 2 2
UNIT 4 - CLS2 10 SF UNIT 4 8' - 0"
UNIT 4 - LAUNDRY 32 SF UNIT 4 1 8' - 0"
UNIT 4 - PANTRY 33 SF UNIT 4 8' - 0"
UNIT 4 - LIVING ROOM 338 SF UNIT 4 8' - 0"
UNIT 4 - BR1 147 SF UNIT 4 1 8' - 0"
UNIT 4 - CLS1 10 SF UNIT 4 8' - 0"
UNIT 4 - RR 65 SF UNIT 4 1 8' - 0"
UNIT 4 - KITCHEN 157 SF UNIT 4 8' - 0"
UNIT 4 - BR2 150 SF UNIT 4 1 8' - 10"
942 SF 2 2
UNIT 3 - STORAGE 49 SF UNIT 3 8' - 0"
UNIT 3 - KITCHEN 131 SF UNIT 3 8' - 0"
UNIT 3 - RR 61 SF UNIT 3 1 8' - 0"
UNIT 3 - LIVING ROOM 159 SF UNIT 3 8' - 0"
UNIT 3 - BR 140 SF UNIT 3 1 8' - 10"
UNIT 3 - LAUNDRY 18 SF UNIT 3 8' - 10"
UNIT 3 - CLS 15 SF UNIT 3 8' - 10"
574 SF 1 1
UNIT 4 - GARAGE 407 SF 8' - 10"
UNIT 5 - GARAGE 243 SF 8' - 10"
650 SF 0 0
BLDG 2- ROOF RECK Not Enclosed 21' - 0"
0 SF 0 0
3057 SF 5 5
No. Description Date
5
5
6
6
1
A-303
1
A-303
7
7
8
8
3
A-303.1
3
A-303.1
2
A-303
2
A-303
I I
F F
G G
H H
150 SF
UNIT 4 - BR2407
63 SF
UNIT 5 - RR509
208 SF
UNIT 5 - LIVING504
40' - 10 1/2"
J J
K K
32 SF
UNIT 5 - LAUNDRY510
143 SF
UNIT 5 - BR1505
147 SF
UNIT 4 - BR1404
32 SF
UNIT 4 - LAUNDRY408
149 SF
UNIT 5 - BR2507
10 SF
UNIT 4 - CLS2409 10 SF
UNIT 4 - CLS1410
65 SF
UNIT 4 - RR405 33 SF
UNIT 4 - PANTRY402
31 SF
UNIT 5 - PANTRY506
13 SF
UNIT 5 - CLS2508
14 SF
UNIT 5 - CLS1511
338 SF
UNIT 4 - LIVING ROOM403
157 SF
UNIT 4 - KITCHEN406
238 SF
UNIT 5 - KITCHEN502 8' - 9 1/2"8' - 11 1/2"42 SF
UNIT 4 - PATIO4111' - 1 1/2"PLAN LEGEND
N
ABOVE FLOOR LINE
CENTERLINE
NOT IN CONTRACT or BY OWNER EQUIPMENT
NEW WALL/PARTITION. REFER TO PARTITION LEGEND
EXPANSION JOINT (EJ)
At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11b-206.2.2)
ACCESSIBLE ROUTES
Entrances shall be provided in accordance with 11b-206.4 entrances.Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4)All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11b-404 doors, doorways and gates (11b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1:20(5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1:48 (2.083%) (11b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1)The clear width for sidewalks and walks shall be 48 inches minimum.(11b-403.5.1)The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1)
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCESALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIALCONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION = CBC 11 -4.410.1MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED.FOR ALL ELEVATIONS -SEE CIVIL
PLAN NOTES
#-A GRIDLINE -FOR STRUCTURESEE STRUCTURAL DRAWINGS FOR KEY
1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall.6.Null7.A copy of the evaluation report and or conditions of listing shall be made available at the job site.
60" TURNING RADIUS 30" X 48" CLEARANCE 60" D IA . 48" 30"ACCESSIBILITY CLEARANCE FOR DOOR 4' - 6"9' - 6"4' - 6"4' - 0"5' - 0".12"
18" INT. 24" EXT..WITHIN DWELLING UNIT
4' - 6"5' - 0"
NOT REQ'D18"
4' - 0"
PRIMARY / EXTERIOR / COMMON
3' - 0"3' - 4"3' - 0"3' - 6"2' - 0"
32" MIN CLR
DOOR STOP 1 1/2" MIN
Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
SEE A700 FOR EXTERIOR WALL
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1:2 X 6 EXTERIOR WALL, R-19
BATT
EXT 4:2 X 6 EXTERIOR WALL, R-19 BATT,
CULTURED STONE O/ LATH & SCRATCH COAT, STC
EXT 5:2 X 6 EXTERIOR WALL, R-19
BATT,
INT 1:PARTY WALL, 2X STGR STUD, U341,STC
INT 2:2 X 4 INTERIOR PARTION
INT 4:2X 6 PLUMBING
8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required.9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code.
INT 3:2 X 4 INTERIOR PARTION WALL,
KEY NOTE
1 TANKLESS WALL MOUNTED WATER HEATER
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:36 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-121
BUILDING 2- LEVEL
2 JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 BLDG 2 - LEVEL 2
No. Description Date
5
5
6
6
1
A-303
1
A-303
7
7
8
8
3
A-303.1
3
A-303.1
2
A-303
2
A-303
I I
F F
G G
H H
J J
K K
22
4
4
3
3
3
3
5
3
3
5
5
DO SLOPE*
Not Enclosed
BLDG 2- ROOF RECK308
UNIT 4
RECREATION
SPACE
UNIT 5
RECREATION
SPACE
1 FIRESTONE 'ULTRAPLY TYPO' ROOFING MEMBRANCE CLASS 'B' ESR-2831,CRRC PROD ID. 0608-0034. NOTE ALL ROOF AREAS TO BE 3-YEAR AGED SRIVALUE AT 75 AND A THERMAL EMMITTANCE OF AT LEAST 0.75
2 SHAFT PENETRATION
3 'DEX-O-TEX WEATHERWEAR AS A CLASS A FIRE-RETARDANT ROOFCOVERING' CSI#07180 LARR REPORT #2360-T
4 10" BASE THROUGH-BOLT TIEBACK ANCHORS, SEE A-902 FOR SPEC
5 ROOF DRAIN
6 OVER FLOW
7 LINE TO UV TREATED PVC PIPE DRAIN
8 SCUPPER: 4"x6" SCUPPER WITH DOWNSPOUT.
9 WOOD FRAMED PARAPET WITH CAP FLASHING. MIN. 42" HIGH PARAPET.
10 FUTURE CONDUIT FROM SOLAR ZONE TO MAIN SERVICE PANEL
11 METAL EQUIPMENT SCREEN 42" MAX.
12 INVERTER, METERING EQUIPMENT AND CONDUIT TO MAIN SERVICE PANELS
13 PATHWAY FOR ROUTING PLUMBING FROM SOLAR ZONE TO HOT WATERSYSTEM
SOLAR ZONE
The solar zone is an allocated space that is unshaded, un-penetrated, and free of obstructions. it serves as a suitable place that solar panels can be installed at a future date.
Solar Zone Calculations
Total roof area: 6 715 SFTotal area required solar zone (15%)(6 715 SF x 0.15) = 1 008 SF required.
Solar Zone 1 = 508 SFSolar Zone 2 = 500 SF
Note: -Minimum dimension 5’-0”, 80 SF-No obstructions and 2 times height of obstruction setback.-Minimum 4’-0”centerline access path to stand pipes, roof hatches, skylights or vent hatches.-Solar zone shall have 4’-0”clear perimeter access.-The solar zone shall be oriented between 10 deg. And 270 deg. From the north. A minimum of 1”metalic conduit termination point for future solar use.-The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. The reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as “for future solar electric”
ROOF PLAN SPECIFIC NOTESTOTAL COMBINED ROOF AREA = 11362SQFT1704 SQFT SOLAR ZONE REQD -NO AREA LESS THAN 160SQFT4 SOLAR ZONES AT 450SQFT = 1800SQFT PROVIDED
ROOF NOTES:
1.Contractor shall confirm that all areas of roof are provided with positive drainage.
2.Roof penetrations shall be flashed per building and manufactures specifications.
3.Contractor shall be responsible for coordination of sizes and locations of roof openings, platforms, bases, lighting, power, convenience outlets, etc., with equipment being supplied.
4.All roofing materials to be installed as per manufacture's recommendations and specifications.
5. Provide roof insulation per t-24 sheets.
6.Provide rain gutters, diverters and downspouts as required, refer to grading plans for drainage patterns.
7.Roof diaphragm nailing to be inspected before covering. face grain of plywood shall be perpendicular to supports.
8. All new crickets shall slope minimum 1/2" per foot.
9.Provide roof scupper with overflow to downspouts as shown on lid plan.
10.Parapet dimensions are shown from face of finish uno.
11. G.C. to verify all dimensions and contact architect if any discrepancies exist, prior to commencing work.12. G.C. to assure roof installation and all penetrations to be fully weathertight.
13.Roofing to comply with UBC standards 15-4 and shall be installed in accordance with table 15-b-2 (r902.1)
14.Installed roofing over minimum 30# underlayment.
15.The quality and design of roofing materials and their fastening devices shall conform to the applicable standards listed in chapter 35, part II (1507.1)
16. All materials shall be delivered in packages bearing the manufacturers label or identifying mark.
17.The roofing installer shall be responsible for providing a complete waterproof installation including all necessary flashing, caps, pipe jacks, opening protection and sealants. all roofing shall comply with NRCA standards UBC chapter 13.
18. Verify that all areas have a positive 1/4" per foot min. roof drainage prior to installation.
19.Downspouts are sized either for UPC code average 6"/ hour rainfall or minimum 8" interior DIA. -whichever is greater.
20. Provide plywood or felt crickets as required to maintain 1/2" per foot drainage at equipment pads and roof hatch.
21. Installed roofing materials as soon as possible after installation of metal roof deck to
minimize exposure of the deck to moisture sources.
22. All exposed roof metal and vents shall be primed and prepared for paint finish. paint shall
match exterior wall color per exterior finish schedule.
23. All/any roof penetrations shall be minimum 18" away from air conditioning units and a minimum18" from other penetrations.
24. Vents through roof shall be installed 10'-0" from and terminated 3'-0" above any fresh air intakes.
25. Openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather-stripe or otherwise sealed to limit infiltration and exfiltration.
26. Contractor shall verify that all gas lines condensation and all conduit lines shall not extend above roof surfaces.
27. Lead flashing shall be used at all roof and overflow drain penetrations.
28. Material used for roof sheathing: wood structural panels used for roof sheathing shall be bonded by intermediate or exterior glue. (CBC 2320.12.9)
29. The roof sheathing shall include a radiant barrier.
30. The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. the reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as "for future solar electric" (4.211.4 energy code and 110.10 LAFD requirement no. 96)
EQUIPMENT ON ROOFS. CMC 2016 308.1.1-6,304
1. Enclosures. equipment on roof shall be designed or enclosed so as to withstand climatic conditions in the areas in which it is installed. where enclosures are provided, each enclosure shall be of reasonable height, and shall have at least a thirty (30) inch (762 mm) clearance between the entire service access panel(s) of the equipment and the wall of the enclosure.
2.Roof support. roofs on which equipment is to be installed shall be capable of supporting the additional load or shall be reinforced to support the additional load.
3.Corrosion resistance. all access locks, screws, and bolts shall be of corrosion-resistant material.
4. Roof drainage. equipment shall be installed on a well-drained surface of the roof.
5.Guards or rails. at least six (6) ft. (1,829 mm) between any part of the equipment and the edge of a roof or similar hazard, or rigidly fixed rail, guards, parapets, or other building structures at least forty-two (42) inches (1,067 mm) in height shall be provided on the exposed side.
6. Electrical power. all equipment requiring an external source of electrical power for its operation shall be provided with: (1) readily accessible electrical disconnecting means within sight of the equipment.(2) a 120 vac grounding-type receptacle outlet on the roof adjacent to the equipment. the receptacle outlet shall be on the supply side of the disconnect switch.
7.Service and access to equipment and appliances. equipment and appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction. sufficient clearance shall be maintained to permit cleaning of heating surfaces; the replacement of filters, blowers, motors, burners, controls, and vent connections; the lubrication of moving parts where necessary; the adjustment and cleaning of burners and pilots; and the proper functioning of explosion vents, if provided. [NFPA 54-09:9.2.1] unless otherwise specified, not less than thirty (30) i inches (762 mm) in depth, width, and height of working space shall be provided.
class b -built up roofing-white surfaced
8.The panel or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permint installation of a branch circuit over current protective device.
9.The service panel or subpanel circuit directory shall identify the over current protective device space(s) reserved for future EV charching as EV capable the raceway termination location shall be permanent and visibly marked EV capable.
10. A copy of the construction documents or a comparable document indicating the information from energy code sections 110.10(b) trough 110.10(c) shall be provided to the occupant.(ENERGY CODE 110.10(d))
ROOF LEGEND
ROOF KEYNOTE
2 BARREL VAULT CEILING
3 CRICKET
4 CONDENSOR
5 DRAIN & SCUPPER OVER FLOW
1 2'-0 X 4'-0 VELUX MOTORIZED SKYLIGHT
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:40 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-122
BUILDING 2- ROOF
DECK JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 BLDG 2 - ROOF DECK
NOTE:-A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT
INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10B THROUGH 110.10C SHALL BE PROVIDED TO THE OCCUPANT.-ROOF MOUNTED EQUIPMENT SHALL BE CONCEALED FROM VIEW AND THE SOUND BUFFERED FROM ADJACENT PROPERTIES AND STREETS IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY NO. 80-6
No. Description Date
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
Q Q
R R
S S
T T
U U
V
W W
X X
Y Y
Z Z
292 SF
UNIT 7 - KITCHEN704
78 SF
UNIT 7 - MASTER RR709
60 SF
UNIT 7- MASTER CLS710
397 SF
UNIT 7 - LIVING ROOM702
187 SF
UNIT 7 - STUDY ROOM703
28 SF
UNIT 7 - STORAGE706
145 SF
UNIT 7 - GUEST BR711
45 SF
UNIT 7 - LAUNDRY714
407 SF
UNIT 7 - GARAGE715
58 SF
UNIT 7 - GUEST RR712
17 SF
UNIT 7 - PANTRY707
11 SF
UNIT 7 - GURST CLS713
37 SF
UNIT 7 - FORYER701
42 SF
UNIT 6 - STAIR616
1011
BENCH
1
A-304
1
A-304
2
A-304
42" HT.WALL
5' - 11 1/2"
EQEQ
20' - 2 1/2"3' - 2"ø 5' - 0"268 SF
UNIT 7 - MASTER BR708
D10 D10 D10 D10
D15 D06
D07
D04
D06
D14D14D14
D06
D07
D12
W06W06
D01
W01
W01
W01
W01
W01
W01
W01
W01
W01
W01
W01
W01
W01
W01
W01
D02
D06
D08
D06
D09
D11
D15
W01 W01 W01 W01 W01 W01
19' - 11"EXT1
EXT 4
EXT 1
B41
A41
B45
A-403
1
A-46316' - 2"3' - 9 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 3 1/2"3' - 7 1/2"17' - 1"2' - 0"2' - 10"5' - 0"5' - 0"2' - 2 1/2"5' - 1"7' - 4"3' - 10"1' - 10 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 3 1/2"4' - 2"3' - 0"3' - 0"4' - 4"2' - 0"11' - 6"2' - 0"2' - 0"2' - 0"3' - 9 1/2"1' - 4"6' - 0"1' - 5 1/2"2' - 2"11' - 1"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 7 1/2"2' - 0"
2' - 0"
250 SF
UNIT 7 - DINING705
D07
7' - 7"
61 SF
UNIT 6 - STORAGE618
410 CF
27' - 0 1/2"1' - 6"4' - 0"PLAN LEGEND
N
ABOVE FLOOR LINE
CENTERLINE
NOT IN CONTRACT or BY OWNER EQUIPMENT
NEW WALL/PARTITION. REFER TO PARTITION LEGEND
EXPANSION JOINT (EJ)
At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11b-206.2.2)
ACCESSIBLE ROUTES
Entrances shall be provided in accordance with 11b-206.4 entrances.Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4)All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11b-404 doors, doorways and gates (11b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1:20(5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1:48 (2.083%) (11b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1)The clear width for sidewalks and walks shall be 48 inches minimum.(11b-403.5.1)The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1)
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCESALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIAL
CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION = CBC 11 -4.410.1MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED.FOR ALL ELEVATIONS -SEE CIVIL
PLAN NOTES
#-A GRIDLINE -FOR STRUCTURESEE STRUCTURAL DRAWINGS FOR KEY
1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall.6.Null7.A copy of the evaluation report and or conditions of listing shall be made available at the job site.
60" TURNING RADIUS 30" X 48" CLEARANCE 60" D IA. 48" 30"ACCESSIBILITY CLEARANCE FOR DOOR 4' - 6"9' - 6"4' - 6"4' - 0"5' - 0".12"
18" INT. 24" EXT..WITHIN DWELLING UNIT
4' - 6"5' - 0"
NOT
REQ'D18"
4' - 0"
PRIMARY / EXTERIOR / COMMON
3' - 0"3' - 4"3' - 0"3' - 6"2' - 0"
32" MIN CLR
DOOR STOP 1 1/2" MIN
Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
SEE A700 FOR EXTERIOR WALL
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1:2 X 6 EXTERIOR WALL, R-19
BATT
EXT 4:2 X 6 EXTERIOR WALL, R-19 BATT,
CULTURED STONE O/ LATH & SCRATCH COAT, STC
EXT 5:2 X 6 EXTERIOR WALL, R-19
BATT,
INT 1:PARTY WALL, 2X STGR STUD, U341,STC
INT 2:2 X 4 INTERIOR PARTION
INT 4:2X 6 PLUMBING
8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required.9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code.
INT 3:2 X 4 INTERIOR PARTION WALL,
KEY NOTE
1 TANKLESS WALL MOUNTED WATER HEATER
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:46 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-130
BUILDING 3- LEVEL
1 JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 BLDG 3 - LEVEL 1
Room Schedule -BUILDING 3
Name Area TotalBedroom TotalBathroom UnboundedHeight
UNIT 7 - MASTER RR 78 SF 1 8' - 0"
UNIT 7 - LAUNDRY 45 SF 8' - 0"
UNIT 7 - GUEST RR 58 SF 1 8' - 0"
UNIT 7 - STAIR 67 SF 8' - 0"
UNIT 7 - KITCHEN 292 SF 8' - 10"
UNIT 7- MASTER CLS 60 SF 8' - 10"
UNIT 7 - LIVING ROOM 397 SF 8' - 10"
UNIT 7 - STUDY ROOM 187 SF 8' - 10"
UNIT 7 - STORAGE 28 SF 8' - 10"
UNIT 7 - GUEST BR 145 SF 1 8' - 10"
UNIT 7 - PANTRY 17 SF 8' - 10"
UNIT 7 - GURST CLS 11 SF 8' - 10"
UNIT 7 - FORYER 37 SF 8' - 10"
UNIT 7 - MASTER BR 268 SF 1 10' - 0"
UNIT 7 - DINING 250 SF 11' - 6"
1940 SF 2 2
UNIT 6 - KITCHEN 127 SF 8' - 0"
UNIT 6 - BEDROOM 261 SF 1 8' - 0"
UNIT 6 - RR 55 SF 1 8' - 0"
UNIT 6 - CLS 36 SF 8' - 0"
UNIT 6 - STORAGE 61 SF 8' - 0"
UNIT 6 - STAIR 42 SF 18' - 0"
583 SF 1 1
UNIT 7 - GARAGE 407 SF 8' - 0"
UNIT 7 - PATIO 424 SF 10' - 0"
BLDG 3 - ROOF DECK 315 SF 22' - 7 5/8"
1147 SF 0 0
3669 SF 3 3
No. Description Date
9 10 11 12 13 14 15 16
Q
R
S
T
U
V
W
X
Y
Z
Fireplace
BBQ
127 SF
UNIT 6 - KITCHEN602
261 SF
UNIT 6 - BEDROOM601
55 SF
UNIT 6 - RR603
36 SF
UNIT 6 - CLS604
424 SF
UNIT 7 - PATIO716
67 SF
UNIT 7 - STAIR717
1
A-304
1
A-304
2
A-304
STUDIO APT.
UP TO VIEW DECK
BARREL VAULT
BARREL VAULT
BARREL
VAULT
BARREL
VAULT BARREL VAULTW06
W07
D08
D11
W06
W05
W01 W01 W01
B44
C12
A-403
2
A-463
2
2%2%14'-1"
13'-0"
12'-0 1/8"
4 4 4' - 3 1/2"12' - 7"
4' - 9"
3' - 7"
20 SF
UNIT 6 - STORAGE605
D07
UNIT 7
RECREATION
SPACE
PLAN LEGEND
N
ABOVE FLOOR LINE
CENTERLINE
NOT IN CONTRACT or BY OWNER EQUIPMENT
NEW WALL/PARTITION. REFER TO PARTITION LEGEND
EXPANSION JOINT (EJ)
At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11b-206.2.2)
ACCESSIBLE ROUTES
Entrances shall be provided in accordance with 11b-206.4 entrances.Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4)All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11b-404 doors, doorways and gates (11b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1:20(5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1:48 (2.083%) (11b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1)The clear width for sidewalks and walks shall be 48 inches minimum.(11b-403.5.1)The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1)
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCESALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIALCONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION = CBC 11 -4.410.1MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED.FOR ALL ELEVATIONS -SEE CIVIL
PLAN NOTES
#-A GRIDLINE -FOR STRUCTURESEE STRUCTURAL DRAWINGS FOR KEY
1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall.6.Null7.A copy of the evaluation report and or conditions of listing shall be made available at the job site.
60" TURNING RADIUS 30" X 48" CLEARANCE 60" D IA . 48" 30"ACCESSIBILITY CLEARANCE FOR DOOR 4' - 6"9' - 6"4' - 6"4' - 0"5' - 0".12"
18" INT. 24" EXT..WITHIN DWELLING UNIT
4' - 6"5' - 0"
NOT REQ'D18"
4' - 0"
PRIMARY / EXTERIOR / COMMON
3' - 0"3' - 4"3' - 0"3' - 6"2' - 0"
32" MIN CLR
DOOR STOP 1 1/2" MIN
Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.
SEE A700 FOR EXTERIOR WALL
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1:2 X 6 EXTERIOR WALL, R-19
BATT
EXT 4:2 X 6 EXTERIOR WALL, R-19 BATT,
CULTURED STONE O/ LATH & SCRATCH COAT, STC
EXT 5:2 X 6 EXTERIOR WALL, R-19
BATT,
INT 1:PARTY WALL, 2X STGR STUD, U341,STC
INT 2:2 X 4 INTERIOR PARTION
INT 4:2X 6 PLUMBING
8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required.9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code.
INT 3:2 X 4 INTERIOR PARTION WALL,
KEY NOTE
1 TANKLESS WALL MOUNTED WATER HEATER
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:50 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-131
BUILDING 3 - LEVEL
2 JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 BLDG 3 - LEVEL 2
No. Description Date
9 10 11 12 13 14 15 16
Q
R
S
T
U
V
W
X
Y
Z
315 SF
BLDG 3 - ROOF DECK71711%21'-6"
23'-2"
21'-6"
1
A-304
1
A-304
2
A-304
2
A-304
2
4
4%
2
%
21'-0 5/8"
21'-2 7/8"21'-2 7/8"
21'-2 5/8"
20'-11"
20'-11 3/4"
20'-9 7/8"2%2%2%2%2%2%2%2%21'-6"
2 %1%1%1%1%2%12'-1 1/8"
10"2%1%12'-6"12'-2"
12'-1"1%2%13'-6"
14'-0"
13'-6"
14'-0"
14'-0"
13'-10"
13'-6"
13'-10 1/4"
12'-0 3/4"
2%
1%
2%
2
%DRAIN & SCUPPER OVERFLOW
DRAIN & SCUPPER OVERFLOW
2 22%2%2%2%2%2%22
2%22
5
3
3
3
3
3 3
3
3
3
2%2%2%
5
UNIT 6
RECREATION
SPACE
SOLAR ZONE
The solar zone is an allocated space that is unshaded, un-penetrated, and free of obstructions. it serves as a suitable place that solar panels can be installed at a future date.
Solar Zone Calculations
Total roof area: 6 715 SFTotal area required solar zone (15%)(6 715 SF x 0.15) = 1 008 SF required.
Solar Zone 1 = 508 SFSolar Zone 2 = 500 SF
Note: -Minimum dimension 5’-0”, 80 SF-No obstructions and 2 times height of obstruction setback.-Minimum 4’-0”centerline access path to stand pipes, roof hatches, skylights or vent hatches.-Solar zone shall have 4’-0”clear perimeter access.-The solar zone shall be oriented between 10 deg. And 270 deg. From the north. A minimum of 1”metalic conduit termination point for future solar use.-The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. The reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as “for future solar electric”
ROOF PLAN SPECIFIC NOTESTOTAL COMBINED ROOF AREA = 11362SQFT1704 SQFT SOLAR ZONE REQD -NO AREA LESS THAN 160SQFT4 SOLAR ZONES AT 450SQFT = 1800SQFT PROVIDED
ROOF NOTES:
1.Contractor shall confirm that all areas of roof are provided with positive drainage.
2.Roof penetrations shall be flashed per building and manufactures specifications.
3.Contractor shall be responsible for coordination of sizes and locations of roof openings, platforms, bases, lighting, power, convenience outlets, etc., with equipment being supplied.
4.All roofing materials to be installed as per manufacture's recommendations and specifications.
5. Provide roof insulation per t-24 sheets.
6.Provide rain gutters, diverters and downspouts as required, refer to grading plans for drainage patterns.
7.Roof diaphragm nailing to be inspected before covering. face grain of plywood shall be perpendicular to supports.
8. All new crickets shall slope minimum 1/2" per foot.
9.Provide roof scupper with overflow to downspouts as shown on lid plan.
10.Parapet dimensions are shown from face of finish uno.11. G.C. to verify all dimensions and contact architect if any discrepancies exist, prior to commencing work.
12. G.C. to assure roof installation and all penetrations to be fully weathertight.
13.Roofing to comply with UBC standards 15-4 and shall be installed in accordance with table 15-b-2 (r902.1)
14.Installed roofing over minimum 30# underlayment.
15.The quality and design of roofing materials and their fastening devices shall conform to the applicable standards listed in chapter 35, part II (1507.1)
16. All materials shall be delivered in packages bearing the manufacturers label or identifying mark.
17.The roofing installer shall be responsible for providing a complete waterproof installation including all necessary flashing, caps, pipe jacks, opening protection and sealants. all roofing shall comply with NRCA standards UBC chapter 13.
18. Verify that all areas have a positive 1/4" per foot min. roof drainage prior to installation.
19.Downspouts are sized either for UPC code average 6"/ hour rainfall or minimum 8" interior DIA. -whichever is greater.
20. Provide plywood or felt crickets as required to maintain 1/2" per foot drainage at equipment pads and roof hatch.
21. Installed roofing materials as soon as possible after installation of metal roof deck to
minimize exposure of the deck to moisture sources.
22. All exposed roof metal and vents shall be primed and prepared for paint finish. paint shall match exterior wall color per exterior finish schedule.
23. All/any roof penetrations shall be minimum 18" away from air conditioning units and a minimum18" from other penetrations.
24. Vents through roof shall be installed 10'-0" from and terminated 3'-0" above any fresh air intakes.
25. Openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather-stripe or otherwise sealed to limit infiltration and exfiltration.
26. Contractor shall verify that all gas lines condensation and all conduit lines shall not extend above roof surfaces.
27. Lead flashing shall be used at all roof and overflow drain penetrations.
28. Material used for roof sheathing: wood structural panels used for roof sheathing shall be bonded by intermediate or exterior glue. (CBC 2320.12.9)
29. The roof sheathing shall include a radiant barrier.
30. The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. the reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as "for future solar electric" (4.211.4 energy code and 110.10 LAFD requirement no. 96)
EQUIPMENT ON ROOFS. CMC 2016 308.1.1-6,304
1. Enclosures. equipment on roof shall be designed or enclosed so as to withstand climatic conditions in the areas in which it is installed. where enclosures are provided, each enclosure shall be of reasonable height, and shall have at least a thirty (30) inch (762 mm) clearance between the entire service access panel(s) of the equipment and the wall of the enclosure.
2.Roof support. roofs on which equipment is to be installed shall be capable of supporting the additional load or shall be reinforced to support the additional load.
3.Corrosion resistance. all access locks, screws, and bolts shall be of corrosion-resistant material.
4. Roof drainage. equipment shall be installed on a well-drained surface of the roof.
5.Guards or rails. at least six (6) ft. (1,829 mm) between any part of the equipment and the edge of a roof or similar hazard, or rigidly fixed rail, guards, parapets, or other building structures at least forty-two (42) inches (1,067 mm) in height shall be provided on the exposed side.
6. Electrical power. all equipment requiring an external source of electrical power for its operation shall be provided with: (1) readily accessible electrical disconnecting means within sight of the equipment.(2) a 120 vac grounding-type receptacle outlet on the roof adjacent to the equipment. the receptacle outlet shall be on the supply side of the disconnect switch.
7.Service and access to equipment and appliances. equipment and appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction. sufficient clearance shall be maintained to permit cleaning of heating surfaces; the replacement of filters, blowers, motors, burners, controls, and vent connections; the lubrication of moving parts where necessary; the adjustment and cleaning of burners and pilots; and the proper functioning of explosion vents, if provided. [NFPA 54-09:9.2.1] unless otherwise specified, not less than thirty (30) i inches (762 mm) in depth, width, and height of working space shall be provided.
class b -built up roofing-white surfaced
8.The panel or subpanel shall provide capacity to install a 40-ampere minimum dedicated
branch circuit and space(s) reserved to permint installation of a branch circuit over current
protective device.
9.The service panel or subpanel circuit directory shall identify the over current protective device space(s) reserved for future EV charching as EV capable the raceway termination location shall be permanent and visibly marked EV capable.
10. A copy of the construction documents or a comparable document indicating the information
from energy code sections 110.10(b) trough 110.10(c) shall be provided to the occupant.(ENERGY CODE 110.10(d))
ROOF LEGEND
ROOF KEYNOTE
2 BARREL VAULT CEILING
3 CRICKET
4 CONDENSOR
5 DRAIN & SCUPPER OVER FLOW
1 2'-0 X 4'-0 VELUX MOTORIZED SKYLIGHT
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:27:55 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-132
BUILDING 3 - ROOF
DECK JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 C-HOUSE - ROOF
NOTE:-A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT
INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10B THROUGH 110.10C SHALL BE PROVIDED TO THE OCCUPANT.-ROOF MOUNTED EQUIPMENT SHALL BE CONCEALED FROM VIEW AND THE SOUND BUFFERED FROM ADJACENT PROPERTIES AND STREETS IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY NO. 80-6
No. Description Date
BLDG 1 -LEVEL 10' -0"
BLDG 1 -LEVEL 210' -0"
BLDG 1 -ROOF DECK20' -0"
A CB
2
A-302
D
EXT 2
FRM 1
RF 1
EXT 1
GLS 1
EXT 2
GLS 1
EXT 4
GLS 1
A-802
3
A-802
2
C11
W03
W01
W03
Survey 70'-0"
Survey 50'-0"
Survey 60'-0"
2
A-542
RL 1
E
W03
6 1 /2 " / 1 2 "6 1/2" / 12"
R
8' - 1 3/
4
"
R 4' - 6"113.4°
127.8°
6 " / 1 2 "6" / 12"10' - 0"10' - 0"10' - 0"HEIGHT LIMIT30' - 0"Survey 50'-0"
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES
ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH
SEE FINISH PLAN FOR FINISH MATERIAL
ELEVATION NOTES
1. EXTERIOR STUCCO:A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATESC. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT.2. GYPSUM WALLBOARD (DRYWALL) 5/8" :A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLEAGENCIES.B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTIONFOR THE INSTALLATION IS PROVIDED.C. SINGLE-PLY APPLICATION.
1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDSOF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED.2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT
EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROMEDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALLLINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNERAS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED.E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:1. OVER A VAPOR RETARDER2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS.3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.F. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING:1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS.2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS.4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX- PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL.5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION.PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4”ABOVE THE EARTH OR 2”ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.
ELEVATION NOTES
SEE A700 FOR EXTERIOR WALL SYSTEM TAGSSEE A701 FOR FLOOR AND ROOF SYSTEM TAGS
ELEVATION LEGEND
(BASE COLOR): 7/8" STUCCO O/ LATH; 20/30 FINISH -L/A HABRA "WHITE"
BLUE CERAMIC TILE O/ STUCCO SCRATCH COAT BASE
(BASE COLOR) : 7/8" STUCCO O/ LATH 20/30 FINISH -LA HABRA "WHITE". 1HR F.R.
CULTURED STONE O/ LATH & STUCCO SCRATCH COAT
DARK BRONZE KYNAR FINISH BY ARCADIA
(ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY"
BLUE STANDING SEAM ROOF, DREXEL METALS ING., " DMC 100SS 1",
WITH FULLY ADHERED UNDERLAYMENT.
FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA
RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: DUNN EDWARDS; BLACKJACK (DE6371)RL 1
RF 1
FRM1
DR 1
EXT 5
EXT 4
EXT 3
EXT 2
EXT 1
NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED
FROM VIEW AND SOUND BUFFER FROM ADJACENT
PROPERTIES.
BLDG 1 -LEVEL 10' -0"
BLDG 1 -LEVEL 210' -0"BLDG 1 -LEVEL 210' -0"
BLDG 1 -ROOF DECK20' -0"BLDG 1 -ROOF DECK20' -0"
AC
W02
3' - 6"26' - 5"B
2
A-302 D
EXT 1
RF 1
GLS 1
FRM2
GLS 1
RL 1
10' - 0"9' - 0"1' - 0"50.25'
60.25'
70.25'
2
A-542
RL 1
E
2' - 0"2' - 6"4' - 6"2' - 6"2' - 0"
113.4°R 3' - 6"W07
W02 W02
W07
W02
W07W07
W02
6 " / 1 2 "6" / 12"
W01
EXT 4
RF 1
EXT 1
GLS 1
FRM 1
FRM2
FRM 1
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:28:01 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-201
ELEVATION -
BUILDING 1 E/W JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"1 BLDG 1 - ELEVATION - EAST
1/4" = 1'-0"2 BLDG 1 - ELEVATION - WEST
No. Description Date
2 3 41
BLDG 1 -LEVEL 10' -0"
BLDG 1 -LEVEL 210' -0"
BLDG 1 -ROOF DECK20' -0"
1
A-302
EXT 1
GLS 1
EXT 1
FRM 1
RL 1
RL 1
109.4°
3' - 3"
3' - 5"
25' - 3"
A-8021
A-8024
A-8025
A11
1
A-301
RF 1
DR 1
Survey 50'-0"
Survey 60'-0"
Survey 70'-0"
6 1 /2 " / 12 "6 1/2" / 12"
R 9' - 1
0"HEIGHT LIMIT30' - 0"10' - 0"10' - 0"10' - 0"EXT 4
GLS 1
FRM 1
FRM 1
GLS 1
GLS 1
GLS 1
234 1
BLDG 1 -LEVEL 10' -0"
BLDG 1 -LEVEL 210' -0"
BLDG 1 -ROOF DECK20' -0"
A-8026
1
A-301
Survey 50'-0"
Survey 60'-0"
Survey 70'-0"2' - 0"7' - 6"1' - 0"1' - 0"3' - 2"1' - 0"5' - 0"1' - 0"3' - 2"
R 5' - 0"7" / 12"7" / 12"
128.7°10' - 0"10' - 0"10' - 0"HEIGHT LIMIT30' - 0"EXT 1
GLS 1
RF 1
EXT 4
EXT 1
RF 1
DR 1
FRM 1
FRM 1
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES
ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIAL
ELEVATION NOTES
1. EXTERIOR STUCCO:A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATESC. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT.2. GYPSUM WALLBOARD (DRYWALL) 5/8" :A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLEAGENCIES.
B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTIONFOR THE INSTALLATION IS PROVIDED.C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDSOF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED.2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROMEDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALLLINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNERAS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED.E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:1. OVER A VAPOR RETARDER2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS.3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.F. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O.
G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING:1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS.2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED &
APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS.4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX- PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL.5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION.PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4”ABOVE THE EARTH OR 2”ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.
ELEVATION NOTES
SEE A700 FOR EXTERIOR WALL SYSTEM TAGSSEE A701 FOR FLOOR AND ROOF SYSTEM TAGS
ELEVATION LEGEND
(BASE COLOR): 7/8" STUCCO O/ LATH; 20/30 FINISH -L/A HABRA "WHITE"
BLUE CERAMIC TILE O/ STUCCO SCRATCH COAT BASE
(BASE COLOR) : 7/8" STUCCO O/ LATH 20/30 FINISH -LA HABRA "WHITE". 1HR F.R.
CULTURED STONE O/ LATH & STUCCO SCRATCH COAT
DARK BRONZE KYNAR FINISH BY ARCADIA
(ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY"
BLUE STANDING SEAM ROOF, DREXEL METALS ING., " DMC 100SS 1",WITH FULLY ADHERED UNDERLAYMENT.
FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA
RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: DUNN EDWARDS; BLACKJACK (DE6371)RL 1
RF 1
FRM1
DR 1
EXT 5
EXT 4
EXT 3
EXT 2
EXT 1
NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED
FROM VIEW AND SOUND BUFFER FROM ADJACENT
PROPERTIES.
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:28:05 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-201.1
ELEVATION -
BUILDING 1 S/N JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"4 BLDG 1 - ELEVATION - SOUTH
1/4" = 1'-0"3 BLDG 1 - ELEVATION - NORTH
No. Description Date
BLDG 2 -LEVEL 11' -0"
BLDG 2 -LEVEL 211' -0"
BLDG 2 -ROOF DECK21' -0"
3
A-303.1
2
A-303I FGHJK
10' - 0"10' - 0"4' - 7"HEIGHT LIMIT30' - 0"Survey 51'-0"
Survey 61'-0"
Survey 71'-0"
BLDG 2 -LEVEL 11' -0"BLDG 2 -LEVEL 11' -0"
BLDG 2 -LEVEL 211' -0"
BLDG 2 -ROOF DECK21' -0"
3
A-303.1 2
A-303
IFGH J K
A-8028
A-802
11
Survey 51'-0"
Survey 61'-0"
Survey 71'-0"R 8' - 1 3/4"
6 1 /2 " / 12"6 1/2" / 12"
127.7°3' - 8"1' - 2"4' - 4"10' - 0"10' - 0"HEIGHT LIMIT30' - 0"5 1/2" / 12"
144.2°
R 3' - 5 1/4"
5 1 /2 " / 1 2 "SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES
ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIAL
ELEVATION NOTES
1. EXTERIOR STUCCO:A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATESC. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT.2. GYPSUM WALLBOARD (DRYWALL) 5/8" :A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLEAGENCIES.
B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTIONFOR THE INSTALLATION IS PROVIDED.C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDSOF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED.2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROMEDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALLLINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNERAS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED.E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:1. OVER A VAPOR RETARDER2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS.3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.F. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O.
G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING:1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS.2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED &
APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS.4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX- PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL.5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION.PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4”ABOVE THE EARTH OR 2”ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.
ELEVATION NOTES
SEE A700 FOR EXTERIOR WALL SYSTEM TAGSSEE A701 FOR FLOOR AND ROOF SYSTEM TAGS
ELEVATION LEGEND
(BASE COLOR): 7/8" STUCCO O/ LATH; 20/30 FINISH -L/A HABRA "WHITE"
BLUE CERAMIC TILE O/ STUCCO SCRATCH COAT BASE
(BASE COLOR) : 7/8" STUCCO O/ LATH 20/30 FINISH -
LA HABRA "WHITE". 1HR F.R.
CULTURED STONE O/ LATH & STUCCO SCRATCH COAT
DARK BRONZE KYNAR FINISH BY ARCADIA
(ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY"
BLUE STANDING SEAM ROOF, DREXEL METALS ING., " DMC 100SS 1",WITH FULLY ADHERED UNDERLAYMENT.
FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA
RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: DUNN EDWARDS; BLACKJACK (DE6371)RL 1
RF 1
FRM1
DR 1
EXT 5
EXT 4
EXT 3
EXT 2
EXT 1
NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED
FROM VIEW AND SOUND BUFFER FROM ADJACENT
PROPERTIES.
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:28:11 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-202
ELEVATION -
BUILDING 2 - E/W JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"3 ELEVATION - WEST
1/4" = 1'-0"4 ELEVATION - EAST
No. Description Date
BLDG 2 -LEVEL 11' -0"
BLDG 2 -LEVEL 211' -0"
BLDG 2 -ROOF DECK21' -0"
56
1
A-303
78
2
XA-303.2
A-8025 Sim
A-802
4 Sim
10' - 0"10' - 0"8' - 11"Survey 51'-0"
Survey 61'-0"
Survey 71'-0"HEIGHT LIMIT30' - 0"BLDG 2 -LEVEL 11' -0"
BLDG 2 -LEVEL 211' -0"
BLDG 2 -ROOF DECK21' -0"
5 6
1
A-303
7 8
A-802
10
A-8024 Sim
A-80213
Survey 51'-0"
Survey 61'-0"
Survey 71'-0"2' - 5"6' - 6 1/2"10' - 0"10' - 0"HEIGHT LIMIT30' - 0"R 4' - 0"
R 5' - 0"
6 1/2 " / 12"6 1/2" / 12"
131.1°
7 " / 1 2 "7" / 12"
129.0°
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES
ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIAL
ELEVATION NOTES
1. EXTERIOR STUCCO:A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATESC. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT.2. GYPSUM WALLBOARD (DRYWALL) 5/8" :A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLEAGENCIES.
B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTIONFOR THE INSTALLATION IS PROVIDED.C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDSOF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED
SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED.2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROMEDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALLLINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNERAS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED.E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:1. OVER A VAPOR RETARDER2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS.3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.F. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING:1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS.2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED &
APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS.4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX- PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL.5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION.PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4”ABOVE THE EARTH OR 2”ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.
ELEVATION NOTES
SEE A700 FOR EXTERIOR WALL SYSTEM TAGSSEE A701 FOR FLOOR AND ROOF SYSTEM TAGS
ELEVATION LEGEND
(BASE COLOR): 7/8" STUCCO O/ LATH; 20/30 FINISH -L/A HABRA "WHITE"
BLUE CERAMIC TILE O/ STUCCO SCRATCH COAT BASE
(BASE COLOR) : 7/8" STUCCO O/ LATH 20/30 FINISH -
LA HABRA "WHITE". 1HR F.R.
CULTURED STONE O/ LATH & STUCCO SCRATCH COAT
DARK BRONZE KYNAR FINISH BY ARCADIA
(ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY"
BLUE STANDING SEAM ROOF, DREXEL METALS ING., " DMC 100SS 1",WITH FULLY ADHERED UNDERLAYMENT.
FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA
RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: DUNN EDWARDS; BLACKJACK (DE6371)RL 1
RF 1
FRM1
DR 1
EXT 5
EXT 4
EXT 3
EXT 2
EXT 1
NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED
FROM VIEW AND SOUND BUFFER FROM ADJACENT
PROPERTIES.
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:28:15 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-202.1
ELEVATION -
BUILDING 2 - S/N JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"2 ELEVATION - NORTH
1/4" = 1'-0"1 ELEVATION - SOUTH
No. Description Date
BLDG 3 -LEVEL 212' -0"
BLDG 3 -LEVEL 12' -0"
BLDG 3 - ROOF DECK22' -0"
QRSTUVWXYZ
1
A-304
18' - 2"
W01
W05
10' - 0"10' - 0"8' - 3"EXT 4
Survey 52'-0"
Survey 62'-0"
Survey 72'-0"HEIGHT LIMIT30' - 0"BLDG 3 -LEVEL 212' -0"
BLDG 3 -LEVEL 12' -0"
BLDG 3 - ROOF DECK22' -0"
Q R S T U V W X Y Z
1
A-304
9' - 3"
14' - 3 1/2"
A-802
18
A-80219
W01
W06
W06
B45
B44
10' - 0"10' - 0"Survey 72'-0"
Survey 62'-0"
Survey 52'-0"
132.3°
6 " / 1 2 "6" / 12"
6 " / 1 2 "6" / 12"HEIGHT LIMIT30' - 0"R 6' - 1 3/4"
R 3' - 0"
1' - 11 1/2"2' - 4"
W01
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES
ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIAL
ELEVATION NOTES
1. EXTERIOR STUCCO:A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATESC. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT.2. GYPSUM WALLBOARD (DRYWALL) 5/8" :A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLEAGENCIES.B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTIONFOR THE INSTALLATION IS PROVIDED.C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDSOF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED
SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED.2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROMEDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL
ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALLLINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNERAS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED.E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:1. OVER A VAPOR RETARDER2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS.3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.F. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING:1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS.2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS.4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX- PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED.
CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL.5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION.PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4”ABOVE THE EARTH OR 2”ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.
ELEVATION NOTES
SEE A700 FOR EXTERIOR WALL SYSTEM TAGSSEE A701 FOR FLOOR AND ROOF SYSTEM TAGS
ELEVATION LEGEND
(BASE COLOR): 7/8" STUCCO O/ LATH; 20/30 FINISH -L/A HABRA "WHITE"
BLUE CERAMIC TILE O/ STUCCO SCRATCH COAT BASE
(BASE COLOR) : 7/8" STUCCO O/ LATH 20/30 FINISH -LA HABRA "WHITE". 1HR F.R.
CULTURED STONE O/ LATH & STUCCO SCRATCH COAT
DARK BRONZE KYNAR FINISH BY ARCADIA
(ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY"
BLUE STANDING SEAM ROOF, DREXEL METALS ING., " DMC 100SS 1",WITH FULLY ADHERED UNDERLAYMENT.
FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA
RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: DUNN EDWARDS; BLACKJACK (DE6371)RL 1
RF 1
FRM1
DR 1
EXT 5
EXT 4
EXT 3
EXT 2
EXT 1
NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED
FROM VIEW AND SOUND BUFFER FROM ADJACENT
PROPERTIES.
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:28:21 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-203
ELEVATION -CUSTOM HOUSE
W/E JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"4 ELEVATION - WEST
1/4" = 1'-0"3 ELEVATION - EAST
No. Description Date
BLDG 3 -LEVEL 212' -0"
BLDG 3 -LEVEL 12' -0"
BLDG 3 - ROOF DECK22' -0"
9 10 11 12 13 14 15 16
2
A-304
R 3' - 8 1/4"16' - 2 1/2"
A-8024 Sim
A-80217
D14D14D14
W01
C12
B43 10' - 0"10' - 0"HEIGHT LIMIT30' - 0"151.7°8" / 12"8" / 12"8 1/2" / 12"8 1/2" / 12"
R 4' - 8"
131.1°
1' - 1 1/2"1' - 1 1/2"R 8' - 1 3/4"
127.8°
Survey 62'-0"
Survey 52'-0"
Survey 72'-0"
BLDG 3 -LEVEL 212' -0"
BLDG 3 -LEVEL 12' -0"
BLDG 3 - ROOF DECK22' -0"
910111213141516
2
A-304
W01 W01 W01 W01 W01 W01
W06W07
8' - 11"
A-80214
A-802
15
A-802
16
B41
A41
B42 10' - 0"10' - 0"Survey 52'-0"
Survey 62'-0"
Survey 72'-0"
113.1°HEIGHT LIMIT30' - 0"2' - 0"2' - 0"R 7' - 1 3/4"16' - 10 1/2"
10' - 6"
R 3' - 6"
R
6' - 1
1 3/4"15' - 9 1/2"R 3' - 1
0
"
7' - 7"
86.6°
124.9°
127.8°
151.7°
14' - 10"
1' - 3"13' - 3"1' - 3"7 1/2" / 12"7 1/2" / 12"
8" / 12"8" / 12"8 1/2" / 12"8 1/2" / 12"
6 " / 1 2 "6" / 12"
SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES
ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISHSEE FINISH PLAN FOR FINISH MATERIAL
ELEVATION NOTES
1. EXTERIOR STUCCO:A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATESC. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT.2. GYPSUM WALLBOARD (DRYWALL) 5/8" :A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLEAGENCIES.B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTIONFOR THE INSTALLATION IS PROVIDED.C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDSOF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED.2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROMEDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALLLINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNERAS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED.E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:1. OVER A VAPOR RETARDER2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS.3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.
F. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING:1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS.2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS.4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX- PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL.5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION.PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4”ABOVE THE EARTH OR 2”ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.
ELEVATION NOTES
SEE A700 FOR EXTERIOR WALL SYSTEM TAGSSEE A701 FOR FLOOR AND ROOF SYSTEM TAGS
ELEVATION LEGEND
(BASE COLOR): 7/8" STUCCO O/ LATH; 20/30 FINISH -L/A HABRA "WHITE"
BLUE CERAMIC TILE O/ STUCCO SCRATCH COAT BASE
(BASE COLOR) : 7/8" STUCCO O/ LATH 20/30 FINISH -LA HABRA "WHITE". 1HR F.R.
CULTURED STONE O/ LATH & STUCCO SCRATCH COAT
DARK BRONZE KYNAR FINISH BY ARCADIA
(ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY"
BLUE STANDING SEAM ROOF, DREXEL METALS ING., " DMC 100SS 1",WITH FULLY ADHERED UNDERLAYMENT.
FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA
RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: DUNN EDWARDS; BLACKJACK (DE6371)RL 1
RF 1
FRM1
DR 1
EXT 5
EXT 4
EXT 3
EXT 2
EXT 1
NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED
FROM VIEW AND SOUND BUFFER FROM ADJACENT
PROPERTIES.
Scale DateDrawn By
Checked By
Project Number
Architect/Contractor
Ultra-Unit Architectural Studio t. 562.997.0971e. cameron@ultra-unit.com
Structural Engineer
David Choi and Associateset. 562.382.8040e. david@dca-se.com
Sheet Name
Architect Stamp
Sheet Number Client Name:Project:Team:
Revisions
RENEWAL
1.31.2019
FA
DATE
C31503CLINESDE
E
TCCAR
TIH
C ILOFE
TTAS IANRO
CAMERON CROCKETT
Civil Engineer:
CJEt. 619.88.0576
Title 24 Energy:
Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.com
Cutural Resource Survey:
DuDek t. 740.942.5147
Surveyor:
Pasco Laret Suiter & Assocciate
t. 858.259.8212
1/4" = 1'-0"10/7/2020 3:28:26 PM\\unit\Ultra_Projects\2017 pROJECTS\17-1230 330 chinquapin ave - Jeff Galizio - Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvtA-203.1
ELEVATION -CUSTOM HOUSE
S/N JEFF GALIZIO330CHINQUAPINChecker
Author 07/20/2017-1230330 CHINQUAPIN AVECARLSBAD CA1/4" = 1'-0"2 ELEVATION - SOUTH
1/4" = 1'-0"1 ELEVATION - NORTH
No. Description Date
EX STORM DRAIN INLETEX SEWER LINEEX RET WALLEX STORM DRAIN PIPEEX WATER LINEPROPERTY LINEEX FENCEEX CONCEX SURVEY DISCEX STORM DRAIN CLEANOUTEX CONTOURPROJECTLOCATIONTENTATIVE MAP PREPARED BY:________________________CORY JONES DATECIVIL ENGINEER52.550.047.5EXIST. CURB, GUTTER,& SIDEWALK45.052.550.047.545.0TYPICAL CHINQUAPIN AVE. CROSS-SECTIONR&R AC & BASE IN LIKE & KIND,LOCATIONS AS NECESSARY TOTIE NEW CURB & GUTTER LINEINTO EXIST STREET ELEVATIONSTYPE G-2 CURB & GUTTER, & TYPE G-7 SIDEWLAK, MATCH EX. FLFS PER GRADING PLAN5' STREET DEDICATIONEX. 50' R/WFUTURE 55' R/WCL CHINQUAPIN AVE.EXIST. ASPH. & BASEPROJECTLOCATIONEXIST. RET WALL, TO BE REMOVED,SEE SHT. 2NEW RET WALL, SHT. 4S = 2% MAX.BLDG 1 & 2DESC.SITE DATA TABLEBLDG 3BLDG 4STANDARDPARKINGPROVIDEDAREA (SF)BLDG TOTAL2,0871,4332,8906,41016 TOTAL, SEE ARCHSITE PLAN FORSCHEDULEEXCAVATION TOTALS:CUTFILLTOTALOVEREXCAVATIONQTY. EXPORTMAX FILL SLOPE HT.MAX CUT SLOPE HT.RET. WALLS:TOTAL LENGTHMAX HT.TOTAL SITE GRADINGPERCENT OF SITE GRADEDAMT. OF SITE >=25% SLOPESAMT. OF SITE WITHINHILLSLOPE REVIEWLANDSCAPETOTALNO. LOTS 4, RESIDENTIAL3,031UTILITIES:WATER DEMANDSEWER GEN.FIRE FLOWDRAINAGE DISCHARGETRAFFIC:ADT154 CY407 CY253 CY FILL939 CY0 CY0 FT.5 FT.470 FT.6 FT.3 FT.(FRONTAGE)0.47 AC.90%0%0%250 GPD/UNIT X 7 UNITS =1,750 GPD7 EDU X 220 GPD/EDU =1,540 GPD200 GPM FOR 1 HRS2.52 CFS8 X 7 = 56NOTE: FOR EX. AND PROPOSED LAND USE, DENSITY, ZONING, GENERAL PLAN,SETBACKS, BLDG COVERAGE AND SQUARE FOOTAGE, SEE ARCH. PLANSEX.FS25'LEGAL DESCRIPTION THE NORTHEASTERLY HALF OF LOT 3 IN BLOCKS OF PALISADES NO. 2 IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO STA TE OF CALIFORNIA ACCORDING TO THE MAP THEREOF NO. 1803 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY AUGUST 25 1924 THE SOUTHWESTERLY BOUNDARY LINE BEING PARALLEL WITH AND DISTANT FROM 70.0 FEET SOUTHWESTERLY FROM THE NORTHWESTERLY LINE OF SAID LOT. PROJECT ADDRESS 330 CHINOUAPIN A VE. CARLSBAD, CA 92008 DEVELOPER NAME: MR. JffF GALIZ/0 ADDRESS: 330 CH/NQUAPIN A VE. PHONE NO.: 760 47.3 0800 REFERENCE DRAWINGS 1. CHINQUAPIN AVE. IMPROVEMENTS FROM GARF'l[LO ST. TO A. T.&S.F. R.R. ROW, PROJECT NO. 5-2, DWG. NO. 146-6 2. WATER SYSTEM IMPROVMENETS, LINE /, CH/NQUAPIN AVE. WEST STA o+oo TO 6+89, PROJECT NO. 69-20, DWG. NO. 159-9. EARTHWORK QUANTITIES CUT: 154 CY FILL: 407 CY IMPORT: 253 CY EXPORT: 0 CY REMEDIAL: 939 CY BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STA TE PLANE COORO/NA TE SYSTEM NAO 83, ZONE 6, 1991.35 EPOCH BASED ON THE GRID BEARING BETWEEN STATION "CLSB 119" AS SHOWN ON RECORD OF SURVEY NO. 17271, BOTH HAVING COORDINATE VALUES OF 1ST ORDER OR BETTER I.E. N66'04'32"£ QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. OWNER'S CERTIFICATE I HEREBY CERTIFY THAT I AM THE RECORD OWNER OF THE PROPERTY SHOWN ON THE ATTACHED TENTATIVE MAP AND THAT SIAD MAP SHOWS THE ENTIRE CONTIGUOUS OWNERSHIP. I UNDERSTAND THAT PROPERTY IS CONTIGUOUS EVEN IF IT IS SEPARATED BY ROADS, STREETS, UTILITY EASEMENTS, OR RAILROAD RIGHTS OF WAY I HEREBY CONSENT TO THE FILING OF THIS TEN TA TIV[ MAP. DATE OWNER JEFF GALIZ/0 SUBDIVIDER JEFF GALIZ/0 TOTAL LOTS 1 RESIDENTIAL GENERAL PLAN DESIGNATION R-23 RESIDENTIAL PRESENT USE 1 SINGLE FAMILY RESIDENCE DESCRIPTION CURB OUTLET, TYPE A (PVT.) FENCE (PVT.) RETAINING WALL' (PVT.) PRECAST STORM DRAIN INLET (PVT.) PRECAST STORM DRAIN INLET (PVT.) LEGEND DWG.NO. SYMBOL SDRSD D-25 -£C:ll SDRSD M-20 SDRSD, PER PLAN •• •••• •••• • 1212CB BROOKS IOI 9X9 NDS ATRIUM DRAIN ,i PERVIOUS PAVEMENT SYSTEM (PVT.) PER DETAILS 4" THK. PCC PAVEMENT PROPOSED CONTOUR 6" SEWER LATERAL PER DETAILS CITY STD. S-7 ----11505 1-1 --__ _j@ 2" WATER SERVICE W/ MASTER CMWD W-22 □ .. P--+--rvv ~ METER AND BACKFLOW PREVENTER ,e:_ _ _J DOUBLE DETECTOR CHECK VALVE CMWD W-20 l"f fl E:::J SEWER MANHOLE TRENCH RESURFACING PROPOSED BLDG. CONC, CURB & GUTTER GRASSCRETE (PVT.) EXISTING IMPROVEMENTS: ITE/1 I I CITY STD. S-1 -----1G)t----CITY STD. GS-25, GS-26 ~ PER ARCH. SDRSD G-02, TYPE G PER MANUFACTURER ' ' SYMBOL -----□ ---11------s---------X 4 4 4 ■ (so) [505[ ; PROPOSED USE 1 LOT, 7 RESIDENTIAL UNITS -1 ~1 1111\\1111111Ht-t;::t:=t1H1H1H1H1H1 I I I UTILITIES WATER: CARLSBAD MUNICIPAL WATER DISTRICT FIRE: CARLSBAD FIRE DEPARTMENT SEWER: CITY OF CARLSBAD ELEMENTARY SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT HIGH SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD __ METHODS FROM INFORMATION GATHERED ON QR RFmRF NOV 12, 2018, BY PASCO LARET SUITER & ASSOC/A TES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 206-020-11-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1999 E~6=22=8~--------BENCH MARK DESCRIPTION: 2.5" brass disk LOCATION: Southeast corner of a vault adjacent to the Northeast corner of the Northbound Coast Highway 101 Bridge over Aqua Hedionda Lagoon. City RECORDED: Control ooint number 141 Per Record of Survey number 17271 ELEVATION: 26.518 Feet DATUM: ~N~G~\-c~D~2=9 _______ _ I I I I \ \ \ -·• • \ 7 7 -./ -• • I I I I I 7 . I I I 7 7 I I _-~ ... : . -I J / 7 I / / J' / ... • r---.. 1---. ·• .. I I I I I I I I I I I I PACIFIC OCEAN PRELIMINARY GRADING PLANS FOR: MR. GALIZ/0 7-UNIT INFILL DEVELOPMENT 330 CHINOUAPIN A VENUE VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 NOT TO SCALE CITY OF VISTA PACIFIC OCEAN CITY OF ENCINITAS LOCATION MAP HILLSIDE DR. CANNON PARK DR. RD. NOT TD SCALE CT 2019-0004/PUD 2019-0004 CDP 2019-0012 IND EX OF SHEETS 1. TITLE SHEET 2. EXISTING CONDITIONS AND DEMOLITION PLAN J. SITE PLAN 4. GRADING PLAN 5. CROSS SECTIONS A 6. CROSS SECTIONS C & D 7. CROSS SECTIONS E, F, & G 8. PRELIMINARY SITE PLAN -TURNING RADIUS MAP 9. GRADING PLAN -DETAIL SE CORNER TOTAL LOT AREA =---------"0"-.4"-'4--'A-"C'--TOTAL DISTIJRBED AREA = 0. 46 AC (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA -5 921 SF TOTAL PROPOSED IMPERVIOUS AREA -3 416 5F LTII CITY OF CARLSBAD II~ PREIJMINARY GRADING PLANS FOR: MR. GALIZ/0 7-UNIT INFILL DEVELOPMENT 330 CHINOUAPIN A VENUE TITLE SHEET PROJECT NO. CT 2019-0004/PUD 2019-0004/ '--c_o_P_2_0_19-_0_0_12_'I_DEV. __ '2o_i_a-DOB __ 7___,I DRAWING No.I
CHECKED BY:
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DESIGNED BY:
10/05/2020
1
5
1
2
4
22
5
5
6
7
8
9
10
2
2
2
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EX. ASPH.
BW 53.27
TW 54.43
FS 54.11 FS 54.34
BW 52.87
TW 54.12
BW 52.45
TW 54.02
BW 52.42
TW 54.10
BW 52.20
FS 54.18 FS 54.02 FS 53.84
FS 53.38
FS 52.96
FS 52.29
FS 51.65
FS 48.74
FS 50.97
FS 50.32
TC 48.74FL 48.27
TC 48.85FL 47.40
TC 46.68FL 46.20
TC 46.26FL 46.14
GT 45.34
TC 44.90FL 44.45
TC 44.14FL 43.98
TC 43.48FL 43.34
BW 54.32
FC 59.57
FC 59.87
FC 58.96
FC 60.31
FC 59.00
BW 49.99
TW 53.59
FS 52.41
FS 51.46
FS 50.62
FS 49.53
BW 48.39
TW 51.99
FS 47.60
BW 47.03
TW 49.83
TW 49.97
FS 48.68
FS 48.53
FS 43.85
FS 48.23
FS 48.24
BW 46.94
TW 48.26
FS 47.97 FS 48.31
TW 48.43
BW 46.20 FS 48.55
TW 48.63
FS 48.67
FS 48.78
FS 48.78
FS 48.49
FS 48.71
FS 49.41 FS 49.45 FS 49.36
FS 49.86 FS 49.30
FS 49.57
FS 50.01
TW 49.78
BW 49.27
TW 49.93
BW 49.48
TW 49.91
BW 49.31 TW 49.91
BW 49.31
TW 49.92
BW 48.15 TW 50.04
BW 47.31FL 46.98FL 46.84
TW 50.08
BW 46.47
BW 48.79
TW 50.06
TW 50.10
BW 48.78
TW 51.65
BW 49.26
TW 57.21
BW 49.27
TW 53.00
BW 51.39
TW 51.82
BW 51.10
TW 51.80
BW 50.99FS 51.34
FS 54.26
TC 43.08FL 42.92
TC 45.38FL 45.30
GT 48.32
FS 49.51FS 49.30
FS 49.50
FS 49.12
FS 50.73
FS 48.75 FS 48.34
EX. WALL
190 LF ± (W) EX. RET. WALL (TO REMAIN)
190LF ± (E) EX. RET. WALL (TO BE REMOVED)
EX. RET. WALL
FC 58.2 FS 54.24
TW 54.58
TW 54.24
TW 54.08TW 54.43
TW 54.05
TW 54.38
TW 52.88
BW 51.45
TW 53.94
TW 54.29BW 51.34TW 57.23
BW 49.03
BW 49.27
TW 53.80
TW 57.21BW 49.47
TW 53.09
TW 53.44
TW 51.70
BW 49.66
TW 51.69
BW 49.24
TW 54.52
FS 49.53
TW 50.06
BW 48.79
FS 49.37
TW 49.99
BW 48.21
TW 48.41
FS 48.25
TW 48.74
BW 45.87 TW 48.97
BW 45.74
TW 48.42
BW 45.66
BW 45.64
TW 48.44
BW 46.62
BW 45.14
TW 47.75
TW 47.12
BW 45.13
BW (W) 46.96
TW 49.99
2
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79 LF± OF
EX. DUAL
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129 LF ± (E) EX. RET. WALL (TO BE REMOVED)
7.5 LF ± (W) EX. PLANTER
RET. WALL (TO BE REMOVED)
9.25 LF ± (E) EX. RET. WALL (TO REMAIN)9.25 LF ± (E) EX. RET. WALL (TO REMAIN)
FS 43.86 FS 43.76
FS 44.17
FS 47.97
TW 48.26
BW 46.94
FS 45.69
FS 45.26
FS 47.32 FL 47.02FL 46.66
TW 48.61
BW 45.19
TW 48.60
BW 45.12
FS 45.81
FS 45.93FS 45.95
TC 43.28
FL 42.83
TC 43.10
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TC 43.41
FL 42.88
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G) DEMO EXIST STRUCUTRES.
@ DEMO EXIST RET. WALL, RETAIN EXIST STONE TO REUSE FOR FUTURE HARDSCAPE PLAN, REFER TO LANDSCAPE PLANS.
@ DEMO EXIST STORM DRAIN PIPE AND INLETS .
@) DEMO EXIST AC SURFACE.
@ DEMO EXIST PCC SURFACE, RETAIN EXIST PCC MATERIALS TO GRIND AND REUSE AS BASE MATERIAL ON-SITE.
@ DEMO EXIST FENCE
q) RELOCATE EXIST GAS METER
@ RELOCATE EXIST WATER METER
@ PROTECT IN PLACE EXIST ELEC POLE AND CABLE BOX
@ DEMO/ABANDON EXIST SEWER LAT AND PLUG CONNECTION TO SEWER MAIN
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TOPOGRAPHIC INFORMATION DIAGRAM
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BENCHMARK:
L TOLL FREE
00-277-2600
LEAST TWO DAYS an BITTlRE YDU DIG
UNDERGROUND SERVICE ALERT OF SOUTl-lERN CALIFORNIA
ABBREVIATIONS
ASPH. = ASPHALT
BW = BOTTOM OF WALL
EX= EXISTING
FC = FINISH CONCRETE
FS = FINISH SURFACE
GT= GUTTER
OH = OVERHEAD
TC= TOP OF CURB
TW = TOP OF WALL
SWR=SEWER
~
11
CITY OF CARLSBAD
1
m
GRADING PLANS FOR:
MR. GALIZ/O 7-UNIT INFILL DEVELOPMENT
330 CHINOUAPIN A VENUE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
10/05/2020
13
PRELIMINARY SITE PLAN
SWR POC
INV 46.0'±
WTR POC
PERMEABLE PAVERS DETAIL
VARIES PER PLAN PAVERS
3-IN THK NO. 8 BEDDING
4-IN THK NO. 57 STONE
12-IN THK NO. 2 STONE
8-IN CONC. CUTOFF
WALL W/ NO. 3 REBAR
@18 IN O.C., DEPTH PER
GEOTECH ENGINEER
RECOMMENDATION
MIRAFI 1100 N
GEOTEXTILE
FILTER FABRIC
EX OH UTILITIES (TEL, CATV, ELEC)
29
15
23
ORCO AQUA-BRIC TYPE I, CAPABLE OF
HANDLING H-20 AND 68,000 LB. TRUCK,
OR EQUAL
N.T.S.
8.2'16.8'25'
31
31
15
LANDSCAPE PLANTER
LANDSCAPED AREA
CUT-OFF WALL
ABOUT PERVIOUS
PAVER AREA,
TYP.
FS 54.11 FS 54.34 FS 54.18 FS 54.02 FS 48.74
TC 48.74FL 48.27
TC 48.85FL 47.40
TC 46.68FL 46.20
TC 46.26FL 46.14
GT 45.34
TC 44.90FL 44.45
TC 44.14FL 43.98
TC 43.48FL 43.34
FC 59.87
FC 58.96FC 60.31FC 59.00TW 49.97
FS 48.68
FS 48.53 FS 48.23
FS 54.26
TC 43.08FL 42.92
TC 45.38FL 45.30
17
6" PERF. HDPE SD
INV. PER GRADING PLAN
MIN. 3"BOT. PERF. PIPETO NATIVENOTE: CUT-OFF WALLS SHALL BE 520-C-2500 CONC.
15
1429
15
15
18
19
24
2424
32
5' PROP. ROWDEDICATION
SLOPE PER GRADING PLAN
30
37
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LEGEND
CONC. CURB & GUTTER
BMPSIGN
PROPOSED LANDSCAPE (LS) AREA
PROPERTY LINE
I . • • . • I PROPOSED PCC
I~ I PROPOSED PERMEABLE PAYERS •. •. • " ". '.: GRASSCRETE ~ " " " ------
□
□
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--s -
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PROPOSED RET. WALL
PROPOSED BLDG.
PROPOSED PRIVATE 1212CB BROOKS BOX WI BMP STENCIL
PROPOSED PRIVATE NDS 9" X 9" SQUARE ATRIUM GRATE, GREEN
PROPOSED PRIVATE ELEC HANDHOLE, PER
SDGE POLYMER CONCRETE STD. UG3309.1
PROPOSED PRIVATE SS CO, PER SDRSD SC-01
FIRE SERVICE
SEWER LINE
WATERLINE
NOTE TO CONTRACTORS:
TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY PASCO LARET SUITER &
ASSOCIATES OF SOLANA BEACH, CA THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN
WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE OCNTRACTOR(S)
SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/ VERTICAL) OF ANY BURIED CABLES,
CONDUITS, PIPES, AND STRUCTURES (STORM SWEER, SANITARY SEWER, WATER, GAS, TELEVISION, ETC.) WHICH
IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES ARE
FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY
COSTS INCURRED AS A RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL OR VERTICAL) OF
SAID CABLES, CONDUITS, PIPES, AND STURCTURES SHALL BE BORNE BY THE CONTRACTOR.
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ABBREVIATIONS
ASPH. =ASPHALT
BW = BOTTOM OF WALL
EX = EXISTING
FC = FINISH CONCRETE
FL= FLOW LINE
FS = FINISH SURFACE
GT=GUTTER
OH = OVERHEAD
TC = TOP OF CURB
TW = TOP OF WALL
SWR=SEWER
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@) RES. CONC. DRWY PER SDRSD G-14C
@ REPLACE SIDEWALK IN LIKE AND KIND (SDRSD G-7)
@ 6-IN C&G PER SDRSD G-2, TYPE G
@ CURB OUTLET, TYPE A, PER SDRSD D-25
@) 6" FIRE WATER SERVICE WITH DDCV PER CMWD W-22
@) NEW BACKFLOW PREVENTER
@ PERVIOUS PAYERS
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@ PROTECT IN PLACE EXIST ELEC POLE AND CABLE BOX, 4-FT CLEARANCE AROUND POLE
@ EX. WATER SERVICE -UPSIZE TO 2" WATER SERVICE INSTALL 2" WATER METER WITH
2" BACKFLOW PREVENTER PER CMWD W-20
@ PROTECT IN PLACE EXIST. RET. WALL
@) TRASH BINS, PER ARCH PLAN, FINAL DESIGN TO BE PER CITY STD. GS-16
@ LINE OF SIGHT@ DRWY
@ PCC SIDEWALK EXTENSION TO PROVIDE MIN. 48" CLEARANCE AROUND EXIST. POWER
POLE
@ UNDERGROUND ELEC TRANSFORMER
@ 3' X 23.8' DRIVABLE GRASSCRETE (DESIGNED FOR H-20 LOADING)
@) 396 SF DRIVABLE GRASSCRETE (DESIGNED FOR H-20 LOADING)
NOTE: FOR AASHTO TYPE "P" VEHICLE TURN MOVEMENTS, SEE SHEET 8
~
11
CITY OF CARLSBAD
1
m
GRADING PLANS FOR:
Description: 2 s• BRASS DISK
MR. GALIZ/O 7-UNfr INFILL DEVELOPMENT
330 CHINOUAPIN A VENUE
PROJECT NO.
TC 45.38
CHECKED BY:
DRAWN BY:
DESIGNED BY:
10/05/2020
12
14
11
EX SMH INV 36.5
PER DWG 146-6EX W INV 43.5±
PER DWG 159-9
PRELIMINARY GRADING PLAN
POST-DEV
1.71 CFS*
PRE-DEV
1.16 CFS
100-YR FLOW RATE
COMPARISON
GR 48.20
INV 47.36
FS 49.0
TW 50.50
FS 49.50
FS 49.25FS 49.25
GR 48.59
INV 47.47
GR 49.0
INV 48.0
GR 51.00
INV 49.00
GR 51.00
INV 49.65
GR 48.75
INV 47.50
GR 48.75
INV 47.75
GR 49.25
INV 47.70
GR 49.30
INV 47.89
GR 50.02
INV 48.3
FS 50.50FS 50.50
FS51.00'FS51.37'
FS51.5'
SWR POC
INV 46.0'±
WTR POC
EX OH UTILITIES (TEL, CATV, ELEC)TW 53.50'BW 51.60'TW 53.50'
BW 51.60'
FS 51.9'
TW 52.0'
BW 48.68'
21
2222
GR 50.02
25
BW 49.27
TW 53.80
5'
8.2'16.8'25'
20
TW 51.50'
BW 48.80'
TW 51.50'
BW 48.50'TW 50.75'
BW 47.00'
TC 51.25'
TW 54.25'
BW 50.50'
2" WATER SERVICE INSTALL 2" WATER METER WITH 2" BACKFLOW
PREVENTER PER CMWD W-20
FS 49.25FS 49.25
GR 48.79
INV 47.70
GR 50.20
INV 49.20
GR 50.76
INV 49.65
FS 50.50
13
GR 47.7
INV 47.30
FL 50.71
30
16
19
FS 50.50
FS 54.11
FS 54.34 FS 54.18 FS 54.02 FS 48.74
TC 48.74FL 48.27
TC 48.85FL 47.40
TC 46.68FL 46.20
TC 46.26FL 46.14
GT 45.34
TC 44.90FL 44.45
TC 44.14FL 43.98
TC 43.48FL 43.34
FC 59.87
FC 58.96TW 49.97
FS 48.68
FS 48.53 FS 48.23
FS 54.26
TC 43.08FL 42.92
FL 45.30
FLAT LANDSCAPE AREA
1515
LS
LS
4" SOLID HDPE SD
6" PERF. HDPE SD
4" SOLID PVC SD
6" SOLID PVC SD
6" PERF. HDPE SD
4" SOLID HDPE SD
4" SOLID HDPE SD
GR 51.00
INV 50.08
GR 51.00
INV 50.08
GR 50.02
INV 49.604" SOLID HDPE SD
4" SOLID HDPE SD
4" SOLID PVC SD
4" SOLID PVC SD
6" SOLID PVC SD
8" SOLID HDPE SD
4" PERF HDPE SD
BW 54.32
FC 59.57 EX. ASPH.
FS 53.84
FS 53.38
FC 59.57FC 60.31FC 59.00BW 49.99TW 53.59BW 48.39TW 51.99BW 47.03TW 49.83BW 51.39
TW 53.00
FS 54.26
EX. RET. WALL
EX. RET. WALL
FC 58.2
FS 54.24
TW 54.58
TW 54.24
TW 54.08
TW 54.43
TW 54.38
TW 54.29
BW 49.27
TF 57.21BW 49.47
TW 53.09
TW 53.44
TW 49.99
FL 46.564" PERF HDPE SD
FS 48.90
FS 48.80
2424
GR50.76'TW 51.60'BW 50.00'TW 51.50'BW 49.00'TW 51.50'BW 48.00'TW 51.50'BW 48.70'TW 51.50'
BW 48.00'
TW 51.10'
BW 48.00'
FS 50.10'
TW 50.17'
BW 47.00'
FS 49.17'
TW 49.50'
FS 48.45'
BW 46.00'TW 48.83'
BW 46.50'
FS 47.80'HP 51.25'HP 51.25'HP 51.25HP 51.25'HP 51.25'GR50.76'GR50.76'
33
3333
LINK SEAL AT CUT-OFF WALL PIPE PENETRATION
33
33 33
HP51.25'HP51.25'
HP51.25'
HP51.25'HP51.25'
GR51.00'GR51.00'GR50.76'
GR50.76'
GR 50.02
HP 50.25 HP 50.25HP 50.25
GR 48.75
INV 47.90 GR 48.75
INV 48.00
HP 49.12 HP 49.12
HP 49.12
GR 49.15
INV 48.20
GR 49.6
34
BEGIN NEW WALL AT PL, REMOVE WALL TO THE N PER SHT 2
34 TW 54.25'
BW 49.50'
GR 48.75
INV 47.35PP
FS 48.60 FS 48.50 FS 48.40 FS 48.30
FS 51.50
FS 51.50
FS 51.25
FS 51.25 FS 50.25FS 50.25
FS 51.25'
FS 51.25'
FS 50.25'
FS 50.25'
FS 50.25'
GR 50.10
INV 49.80
GR 51.00
TW 50.50'
BW 47.25'
35
PEDESTRIAN STAIR AND HANDRAIL PER ARCH. OR AS A MIN. PER SAN
DIEGO STANDARD DRAWING SDM-118 AND PER CA BLDG. CODE.
TW 48.00
BW 44.92
24
BW 45.22
TW 49.99
2% MIN.
SLOPE
FS 50.50'
BW 48.66'
33
SEE SHEET 9 FOR DETAIL
12
FS 49.25
48.0'
15
17
33
TW 49.30
BW 49.28
24
SEE SHEET 9 FOR DETAIL
GR 49.07
INV 47.60
36
H-20 TRAFFIC RATED 10" WIDE TRENCH DRAIN (ACO S200K, OR EQUAL)
6" PERF HDPE SD
4" PERF HDPE SD
6" PERF HDPE SD
18
TW 51.10'
BW 48.00'
TW 50.83'
BW 48.00'
FS 50.10'
TW 49.50'
BW 47.00'
FS 49.17'
TW 48.83'
FS 48.45'
BW 46.00'TW 48.17'
BW 46.50'
FS 47.80'FS 48.00'TW 51.60'BW 50.00'TW 54.25'
BW 51.60'
TW 54.25'
BW 50.50'
TW 54.25'
BW 50.25'
* DOES NOT EVALUATE LOSSES DUE
TO ADDITIONAL INFILTRATION WITH
PERVIOUS PAVEMENT SYSTEM.
LS
38
39
GR 50.30
INV 49.35
FS 50.84'
FS 50.15'
INV 48.20'4" PERF HDPE SD
FS 48.70
33
33I
)
(
,,)
/
I 1
I
~3'~ FrN~~uu/
\_6' \JD
EXISTING 2
STORY
BUILDING
F· C.£.
/
/
LEGEND
BLDG4:
FF 52.0'
EXISTING 1
STORY
BUILDING
L _________ _
4.96
'll~.
\\
\\
\\
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ I
\ I
)
r
-s-
1111 \\ ,, " 1111 w ,,w w \\ \
\ ' --
/II\ /\ \\ \
\ \\ \ \ \ \ \ I
\ \\ \ \ \ \ \
I \\ \ I \ \ \
\ \\ \ I \ \ \
I 11 \ I I I I
I II \ I I I 1
, __
II \ ~ aL□~~ : \ /
:: \ / Ff 51. '------.: \ /
\ I 11 \ I
I \/ II \I I
,--LN-
1 II I
L __ :J... __ _JL __ J.. __ _J L_ __ _I/_ __ _J
Q CONSTRUCTION NOTES
EXISTING 2
STORY
BUILDING
-49_~~-
u,
------1--
-r====:~c-~-
CONC. CURB & GUTTER
BMPSIGN
@ SEWER MANHOLE PER CITY STD. S-1, MATCH EXIST. INVERTS, SEWER BYPASS PER
ro
ro
0
0 N
0 N " ~ 0 "
SLOPE
_,,_.,_,,_ PROPERTY LINE
I • • . • I PROPOSED PCC
====JI PROPOSED PERMEABLE PAVERS (PP)
• • • • • • PROPOSED RET. WALL
□ PROPOSED BLDG.
□
□
GRASSCRETE
PROPOSED PRIVATE 1212CB BROOKS BOX W/ BMP STENCIL
PROPOSED PRIVATE NDS 9" X 9" SQUARE ATRIUM GRATE, GREEN
PROPOSED PRIVATE ELEC HANDHOLE, PER
SDGE POLYMER CONCRETE STD. UG3309.1
PROPOSED PRIVATE SS CO, PER SDRSD SC-01
SSPWC SEC. 500-1.2.4
@) TRENCH RESURFACE PER CITY STD. GS-25, GS-26
@ RES. CONC. DRWY PER SDRSD G-14C
@ REPLACE SIDEWALK IN LIKE AND KIND PER SDRSD G-7
@ 6-IN C&G PER SDRSD G-2, TYPE G
@ NEW MASTER 2" WATER METER
@ CURB OUTLET, TYPE A, PER SDRSD D-25
18 6" FIRE WATER SERVICE WITH DDCV PER CMWD W-22
19 NEW BACKFLOW PREVENTER
0 6-IN HDPE STORM DRAIN*
1 GATE VALVE PER CITY STD. W-16
REPLACE 12-IN ACP AT NEAREST JOINTS W/ CL 150 AWWA C900 PVC
I NOT USED
PROTECT IN PLACE EXIST ELEC POLE AND CABLE BOX, 4-FT CLEARANCE AROUND POLE
REMOVE EX. WATER SERVICE
@NOT USED
@ PROTECT IN PLACE EXIST. RET. WALL
R&R EXIST. AC & BASE ] @NITTU~D
,
0
s NOTE TO CONTRACTORS, ~ NOT USED
TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY PASCO LARET SUITER & ~ i ASSOCIATES OF SOLANA BEACH, CA THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN i6o'
1 WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE OCNTRACTOR(S) ~
u SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/ VERTICAL) OF ANY BURIED CABLES,
/ CONDUITS, PIPES, AND STRUCTURES (STORM SWEER, SANITARY SEWER, WATER, GAS, TELEVISION, ETC.) WHICH ~ ~ IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES ARE ~
•
6 \JDDD
-s-
~o
-s-
I
I
-,
/,
_/ _____ _ --, ------
I - --~cl------
/
-s . ---s-
'-:. I
-~_-,J • •
0
EXISTING 2
STORY
BUILDING
ADDITIONAL CONSTRUCTION NOTES
IN GENERAL, GRADE ALL BUILDINGS AT 5% AWAY FROM BUILDINGS FOR MIN. 5'.
-s-
/: ~I
I \
\ \ \ I
I
L
CAUTION!
EXISTING OH UTILITY
IN GENERAL, GRADE LANDSCAPE AT MIN. 2% SLOPE IN DIRECTION OF DRAINAGE AS INDICATED BY ARROWS.
IN GENERAL, GRADE PAVERS AT MIN. 2% SLOPE, EXCEPT WHERE INDICATED OTHERWISE.
*A MIN. 1% SLOPE IS PROVIDED WITHIN PERVIOUS PAVERS IN CENTER PARKING AREA.
REQUEST WAIVER FROM CITY STANDARD NOTING THAT DRAINAGE WILL BE HANDLED VIA SUBSURFACE
INFILTRATION AND SUBTERRANEAN PIPING SYSTEM. SPOT GRADES ARE PROVIDED ALONG THIS PATH TO
ENSURE GRADING WILL BE WITHIN THIS TOLERANCE.
-NOTE THAT EXISTING 1-FT SEPARATED RETAINING WALLS ALONG SW SIDE OF BLDG. 1&2 IS SLIGHTLY HIGHER
THAN SETBACK REQUIREMENT. SINCE THIS WALL IS TO REMAIN. APPLICANT REQUESTS WAIVER FOR EXISTING
CONDITION TO REMAIN WITHIN THIS SETBACK AREA.
~ FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY ~
~ COSTS INCURRED AS A RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL OR VERTICAL) OF ~ ~
[/] SAID CABLES, CONDUITS, PIPES, AND STURCTURES SHALL BE BORNE BY THE CONTRACTOR. ~ ~ t----~ '231 L TOLL FREE ~ JE ~ LEAST l'IAl DAYS ~ JCL.J ® 811 BEFORE YOU DIG
0
I/ARNING
1/Z 1
BENCHMARK:
Description: 2 s• BRASS DISK
'
'6, ~·o ...
' \ : "-I" .
I
1 I :
•·
(')
I
' " \
ii I
ABBREVIATIONS
ASPH. = ASPHALT
BW = BOTTOM OF WALL
EX = EXISTING
FC = FINISH CONCRETE
FL= FLOW LINE
FS = FINISH SURFACE
GT=GUTTER
LS = LANDSCAPE
OH = OVERHEAD
TC = TOP OF CURB
TW = TOP OF WALL
SWR=SEWER
s
N
I
I
er /1 w
I
::::l z w
I '° ;'(
00 z s D. < N ::::l 0 0 z
I u
TORN/
SCALE: 1" = 10'
0 5' 10'
~
11
CITY OF CARLSBAD
1
m
GRADING PLANS FOR:
MR. GALIZ/O 7-UNfr INFILL DEVELOPMENT
330 CHINOUAPIN A VENUE
PROJECT NO. ~ t-----t ING @ 3' x 23.8' DRIVABLE GRASSCRETE (DESIGNED FOR H-20 LOADING) UNDERGROUND SER~CE ALERT OF SOUTHERN c,,urnRNIA ~M~ HrioNR.RlruNrf i!Ml ffit/fwif ,fl llloB~
~ JCLJ 1820 s. El Camino Real, A205l-a..==-;;.,;=;;:----::--
71
@) 396 SF DRIVABLE GRASSCRETE (DESIGNED FOR H-20 LOADING) *NOTE: STORM DRAIN PIPE TO BE PERFERATED FOR ~/~:A:~:E D1~ES AGUA HEQIONQA LAGOON CT 2019-0004/PIJD 2019-0004/
b t-----1 Encinitas, California 92024 ENGINEER OF WORK: LOCATIONS OVER PERVIOUS PAVERS, PERFERATIONS THEN DRAIJING IS Record From:CllY CONTROL PT. NO. 141 PER ROS NO. 17271 CDP 2019-0012/ DEV2018-00S7 I DRAWING NO.I
•~ T 619. 8 84. 0 5 7 6 JAMES CORY-LANE:AVER<'/fNfill·•-"""'' SHALL BE ORIENTED DOWN, ALL OTHER LOCATIONS TO BE NOT TD SCALE. Elev: 26_518 FEEi' Da1um: ~NGIID=~29~---~ L~J:C:LJ:__lc:o~r~y~.~l_:a~n~ea~v:e~@~gm~a::i::l_::-c:o~m:_ __ L _____ _:::::_::=l.J,.l_....::::::=::=:::'.----------------------------------------~S~T~A~N~D~A~R'.:D~S~T~O~R~M~D~RA~IN~P~IP~E::,~N~O~P~E:R~F~E:RA~T~l~O~N~S:..._ __ .l.. _______ L....:==========-=-----======_J,;;~~~~~~~~~~~~~~;;:;;~~~;;~
CHECKED BY:
DRAWN BY:
DESIGNED BY:
10/05/2020
10+00
10+50
11+00
47.5
50.0
52.5 52.5
50.0
47.5
SCALE:
HORIZ: 1" = 10'
VERT: 1" = 1'
45.0 45.0
55.0 55.0
BLDG. 1 & 2
FG 49.50'
EXIST (2) RET. WALLS,
PROTECT IN PLACE
EXIST (2) RET. WALLS,
PROTECT IN PLACE
EXIST HARDSCAPE,
PROTECT IN PLACE
12-IN THK NO. 2 STONE
8-IN CONC. CUTOFF
WALL W/ NO. 3 REBAR
@18 IN O.C., DEPTH MOD.
AS RECOMMENDED PER
GEOTECH ENGINEER
IN FIELD DURING
INSTALLATION4-IN THK NO. 57 STONE
3-IN THK NO. 8 BEDDING
ORCO AQUA BRIC, OR EQUAL
G-2, TYPE G C&G
4-IN PCC
PL RET. WALL, PERMANENT
RETAINING WALL (SPECIAL DESIGN)
DEMO EX. RET. WALL
MATCH EX. FS
APPROX. BLDG.
FOOTING
LOCATION BASED
ON TW AND FS
SPOTS PROVIDED
BY SURVEYOR
APPROX. FOOTING
LOCATION BASED
ON TW AND FS
SPOTS PROVIDED
BY SURVEYOR
3' MIN.
BLDG. 1 & 2
FF 50.00'4' MIN.18' MIN.
BOTTOM CUT-OFF WALLS SET
AT MIN. 30-IN. BELOW BOTTOM OF
PERVIOUS PAVER BASE COURSE
DRAINAGE ROCK, OR
PER GEOTECHNICAL
RECOMMENDATION
NOTES:
RET. WALL SHORING PLAN TO BE PROVIDED WITH GRADING PERMIT APPLICATION FOR
RETAINING WALLS.
SHORING PLANS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND CALIFORNIA
DEPARTMENT OF TRANSPORTATION TRENCHING AND SHORING MANUAL, AUGUST 2011, OR
SUBSEQUENT REVISIONS, AND OTHER STANDARDS DEEMED REQUIRED AT TIME OF PERMIT
APPLICATION BY THE AUTHORITY HAVING JURISDICTION.
CONTRACTOR MEANS AND METHODS ARE NOT WITHIN SCOPE OF THIS PLAN.
* PED RAILING TO BE MAINTAINED AT HEIGHT SUCH THAT TOTAL HEIGHT INCLUDING RET. WALL
HEIGHT PLUS PED RAILING HEIGHT SHALL NOT EXCEED A MAXIMUM OF 6-FEET OUTSIDE OF
10-FOOT FRONTAGE SETBACK AND TOTAL HEIGHT MAXIMUM OF 42-INCHES WITHIN 10-FOOT
FRONTAGE SETBACK.
5'
4-IN PCC
TW 48.83'
2.2' MAX.
SLO
P
E
V
A
R
I
E
S
,
2%
M
I
N
.
BW 45.50'
PED. RAILING*
CUT-OFF WALL (SPECIAL DESIGN)CUT-OFF WALL (SPECIAL DESIGN)
TF 45.00' ±
INV 47.30
~
3 u
C
0 > 0 u ~ J 0 > 0 u
~
I ITT
0 " 0
.a u
I w
0
I u /
0 ~
E n
0 ~
I
I
I
I
I
I
I
-
I
I
I
\
I
I
I
I
/
/
✓
1\
\
I
I
I
I
I
/V v/ /. / / / v/ '/ 1// / /
'\ I/ V / V , V V /
I<\,< • •
'
A
Sl
SECTION DRWY@ BLDG. 1 & 2 , "'A"
SCALE: H: 1:10, V: 1:1 4 -
v / ,
V ,
'\
. I'\_·' '\
" -
-
I
A
/
/ / -/
r--.___. L I'--. / /
V 1---
-✓
~
~ ,.,. , ....
~
y ~
¾ "' ~ ~
._
" ' I
'-. -S·,R -
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-
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I I
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I
I I
I
I I
I/ARNING
1/Z
BENCHMARK:
CT 2019-0004/PUD 2019-0004/
CDP 2019-0012
~
11
CITY OF CARLSBAD
1
m
GRADING PLANS FOR:
MR. GALIZ/O 7-UNIT INFILL DEVELOPMENT
330 CHINOUAPIN A VENUE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
10/05/2020
10+00 10+50 11+00
47.5
50.0
52.5 52.5
50.0
47.5
SCALE:
HORIZ: 1" = 10'
VERT: 1" = 1'
45.0 45.0 10+00 10+50 11+00
47.5
50.0
52.5 52.5
50.0
47.5
45.0 45.0
55.0 55.0 SCALE:
HORIZ: 1" = 10'
VERT: 1" = 1'
55.0 55.0
12-IN THK NO. 2 STONE
8-IN CONC. CUTOFF
WALL W/ NO. 3 REBAR
@18 IN O.C., DEPTH PER
GEOTECH ENGINEER
4-IN THK NO. 57 STONE
MIN. 3-IN THK NO. 8 BEDDING
ORCO AQUA BRIC, OR EQUAL
G-2, TYPE G C&G4-IN PCC
BLDG. 4
FF 52.0'
MATCH EXIST.
PL RET. WALL,
PERMANENT
RETAINING WALL
(SPECIAL DESIGN)
MATCH EX. FS
PL RET. WALL,
PERMANENT
RETAINING WALL
(SPECIAL DESIGN)
EXIST RET. WALL,
PROTECT IN PLACE
EXIST HARDSCAPE,
PROTECT IN PLACE
PL RET. WALL,
COMBINED PERMANENT
SHORING WALL/
RETAINING WALL
(SPECIAL DESIGN)
PED. RAILING*
NOTES:
RET. WALL SHORING PLAN TO BE PROVIDED WITH GRADING PERMIT APPLICATION FOR RETAINING
WALLS.
SHORING PLANS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND CALIFORNIA DEPARTMENT
OF TRANSPORTATION TRENCHING AND SHORING MANUAL, AUGUST 2011, OR SUBSEQUENT
REVISIONS, AND OTHER STANDARDS DEEMED REQUIRED AT TIME OF PERMIT APPLICATION BY THE
AUTHORITY HAVING JURISDICTION.
CONTRACTOR MEANS AND METHODS ARE NOT WITHIN SCOPE OF THIS PLAN.
* PED RAILING TO BE MAINTAINED AT HEIGHT SUCH THAT TOTAL HEIGHT INCLUDING RET. WALL
HEIGHT PLUS PED RAILING HEIGHT SHALL NOT EXCEED A MAXIMUM OF 6-FEET OUTSIDE OF
10-FOOT FRONTAGE SETBACK AND TOTAL HEIGHT MAXIMUM OF 42-INCHES WITHIN 10-FOOT
FRONTAGE SETBACK.
EXIST. RET. WALL
EXIST. RET. WALL
EXIST. RET. WALL
(TO BE REMOVED)
EX. TW 54.25
TW 54.25
TF 47.85
FG 50.50'
BLDG. 3
FF 51.00'
FG 51.50'
INV 49.56 INV 49.56
INV 47.90
INV 48.22
EX. FG 48.50'
S =
5
%
MIN.
S = 5%
MIN.BW 51.60'
S =
5
%
MIN.
S = 5%
MIN.
LANDSCAPELANDSCAPELANDSCAPE
TW 53.50'
BW 50.50'
S =
5
%
MIN
.
S = 5%
MIN.
S = 5
%
M
I
N
.
FOR
M
I
N
.
5
'
FRO
M
B
L
D
G
EXIST. FENCE
ON ADJACENT
PROPERTY 5'
PL RET. WALL,
COMBINED PERMANENT
SHORING WALL/
RETAINING WALL
(SPECIAL DESIGN)
TW 51.50'
FG 51.50'
PED. RAILING*
BW 47.00'
TW 49.50'
TF 49.56
TF 48.50±
TF 46.20±
CUT-OFF WALL
(SPECIAL DESIGN)
CUT-OFF WALL
(SPECIAL DESIGN)
4.3'4.3'
~
3 u
C
0 > 0 u ~ J 0 > 0 u
~
I ITT
0 " 0
.a u
I w
0
I u /
0 ~
E n
0 ~
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~ " '
" ',
'-
----/. v / '/ I/ / I/
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,,,,,.
SECTION DRWY@ BLDG. 3
SCALE: H: 1:10, V: 1:1
I
I
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I
I'.._ I
',-• I /
• ' ~/ /
' ' l/v •
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-
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--
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SECTION BLDG. 4 VIEW WEST
SCALE: H: 1:10, V: 1:1
/
I/ARNING
1/Z
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BENCHMARK:
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CT 2019-0004/PUD 2019-0004/
CDP 2019-0012
~
11
CITY OF CARLSBAD
1
m
GRADING PLANS FOR:
MR. GALIZ/O 7-UNIT INFILL DEVELOPMENT
330 CHINOUAPIN A VENUE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
10/05/2020
10+00 10+50
47.5
50.0
52.5 52.5
50.0
47.5
SCALE:
HORIZ: 1" = 10'
VERT: 1" = 1'
45.0 45.010+00
47.5
50.0
52.5 52.5
50.0
47.5
SCALE:
HORIZ: 1" = 10'
VERT: 1" = 1'
45.0 45.0
10+00 10+50 11+00 11+50
47.5
50.0
52.5 52.5
50.0
47.5
SCALE:
HORIZ: 1" = 10'
VERT: 1" = 1'45.0 45.0
S =
6
.
3
%CUTOFF WALL7.5-IN
PCC, MIN.
PERVIOUS PAVER SECTION
EXIST.
SURFACE
PROTECT IN PLACE
EX. RET WALL,
TW 51.99 EX. R/WFUTURE R/WREPLACE EX. C,G, & S/W, MAX 2% ON SIDEWALK
D-25, OUT OF SECTION CUT, SHOWN FOR CLARITY
DEMO EX. RET. WALL, RETAIN DECORATIVE
BLOCKS FOR ON-SITE RE-USE
PL RET. WALL, PER CITY STDS. (SPECIAL DESIGN)
10+25CUTOFF WALLPROTECT IN PLACE
EX. PL FENCE
RETAINING WALL (SPECIAL DESIGN)REPLACE AC AND BASE TO MATCH GRADE FROM GUTTER
HARDSCAPE, PER ARCH.
FUTURE
ROWFUTURE R/WEX. R/W7.5" PCC OVER
6" CL 2 BASE IN ROW
8-IN HDPE STORM DRAIN CONNECTION TO D-25
MH FRAME AND COVER, SEE SDRSD M-2
2% FS SLOPE
WITHIN ROW
INV 47.20
GR 48.80
FF 50.00
BLDG 1 & 2
FS 49.50
TW 49.75
TF 46.35
10'5'
1212 BROOKS BOX W/ BMP STENCIL
FF 52.00
BLDG 4
FS 51.50TW 51.50
FS 48.30±
TF 48.30
NOTES:
RET. WALL SHORING PLAN TO BE PROVIDED WITH GRADING PERMIT APPLICATION.
SHORING PLANS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND CALIFORNIA
DEPARTMENT OF TRANSPORTATION TRENCHING AND SHORING MANUAL, AUGUST 2011, OR
SUBSEQUENT REVISIONS, AND OTHER STANDARDS DEEMED REQUIRED AT TIME OF PERMIT
APPLICATION BY THE AUTHORITY HAVING JURISDICTION.
CONTRACTOR MEANS AND METHODS ARE NOT WITHIN SCOPE OF THIS PLAN.
HP 51.25
S =
5
%
MIN
.S = 5%
MIN.
LANDSCAPE
S = 2.6
%
S = 1.07 %
S = 0.53 %
S = 0.54 %
S
=
7
.
7
0
%
S = 1.58 %
12+00 12+50
LANDSCAPED
PARKWAY
CUT-OFF WALL:
RETAINING WALL
(SPECIAL DESIGN)
2% SLOPE
CUT-OFF WALL:
RETAINING WALL
(SPECIAL DESIGN)
5'
BW 47.90'±
(AT D-25)
BW 47.80'±
S(
M
A
X
)
=
9
.
6
%
S(MAX)=2.0%
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SECTION BLDG. D VIEW NORTH F SCALE: H: 1:10, V: 1:1
SCALE: H: 1:10, V: 1:1 4
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CT 2019-0004/PUD 2019-0004/
CDP 2019-0012
~
11
CITY OF CARLSBAD
1
m
GRADING PLANS FOR:
MR. GALIZ/O 7-UNIT INFILL DEVELOPMENT
330 CHINOUAPIN A VENUE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
10/05/2020
PRELIMINARY SITE PLAN
EX OH UTILITIES (TEL, CATV, ELEC)
5'
8.2'16.8'25'
37
LANDSCAPE PLANTER
LANDSCAPED AREA
FS 54.11 FS 54.34 FS 54.18 FS 54.02 FS 48.74
TC 48.74FL 48.27
TC 48.85FL 47.40
TC 46.68FL 46.20
TC 46.26FL 46.14
GT 45.34
TC 44.90FL 44.45
TC 44.14FL 43.98
TC 43.48FL 43.34
FC 59.87
FC 58.96FC 60.31FC 59.00TW 49.97
FS 48.68
FS 48.53 FS 48.23
FS 54.26
TC 43.08FL 42.92
TC 45.38FL 45.30
7'19'21' VEHICLE RADIUS
MIN. IN
SI
D
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R
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1
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CT 2019-0004/PUD 2019-0004/
CDP 2019-0012
~
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~-----------'''------------'"'---------___:•r -----------------~t=·~~_,,:::---~_::'-===~--"s:s;c:"'.~~::::~=---,-_-,_,----c: ,-c-_-,_,---cc,-;-,-c:---:,-;--,,:-----= ,...:..:_"'\:~,s:::::::::::::~~-1~ t:
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------
□
□
LEGEND
CONC. CURB & GUTTER
BMPSIGN
PROPOSED LANDSCAPE (LS) AREA
PROPERTY LINE
PROPOSED PCC
PROPOSED PERMEABLE PAVERS I'·• .• •.',','. '-J GRASSCRETE
PROPOSED RET. WALL
PROPOSED BLDG.
PROPOSED PRIVATE 1212CB BROOKS BOX W/ BMP STENCIL
PROPOSED PRIVATE NDS 9" X 9"' SQUARE ATRIUM GRATE, GREEN
PROPOSED PRIVATE ELEC HANDHOLE, PER
SDGE POLYMER CONCRETE STD. UG3309.1
PROPOSED PRIVATE SS CO, PER SDRSD SC-01
---flV--FIRE SERVICE
--s-SEWER LINE
--w-WATER LINE
.2: NOTE TO CONTRACTORS:
~ ~~g1~:~1g~N;g=T~~~: ~~~~~Jf~°c;~~~~~=~~~OERN~~~:EYR l~~~L6.~~~ 1:urrER&
~ WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE OCNTRACTOR(S)
u SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/ VERTICAL) OF ANY BURIED CABLES, ~ CONDUITS, PIPES, AND STRUCTURES (STORM SWEER, SANITARY SEWER, WATER, GAS, TELEVISION, ETC.) WHICH
~ IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR($) SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES ARE
E FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY
\__
ABBREVIATIONS
ASPH. =ASPHALT
BW = BOTTOM OF WALL
EX = EXISTING
FC = FINISH CONCRETE
FL= FLOW LINE
FS = FINISH SURFACE
GT=GUTTER
OH = OVERHEAD
TC = TOP OF CURB
TW = TOP OF WALL
SWR=SEWER
-g COSTS INCURRED AS A RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL OR VERTICAL) OF ~
[/] SAID CABLES, CONDUITS, PIPES, AND STURCTURES SHALL BE BORNE BY THE CONTRACTOR. ~ t----,~ '<"-GrESS/a,v1 , mer me
o._ JCL.J ~ ~~ -, '<"' \ 811 BEFORE YOU DIG ~ ~ ~ (\{\ _d,
0
'
I/ARNING
1/Z 1 .
BENCHMARK:
CAUTION! X
EXISTING OH UTILITY
Q CONSTRUCTION NOTES
@ AASHTO TYPE "P" VEHICLE TURN MOVEMENTS
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0 5" 10'
~
11
CITY OF CARLSBAD
1
m
GRADING PLANS FOR:
Description: 2 s• BRASS DISK
MR. GALIZ/O 7-UNfr INFILL DEVELOPMENT
330 CHINOUAPIN A VENUE
PROJECT..,~
,;; JE ,P ,,:1-LAN,~, :;;:,-~~o
~ t-----t C:, 0 UNDERGROUND SER\ICE ALERT OF SOUTHERN C/lLIFORNIA ~ ~ ! No. ;;; Locati • SOUTHEAST CORNER OF VAULT ADJACENT TO THE NORTHEAST g uum,0 ING r _ ',rf/l'Y3a/2t' IF THIS BAR D□E:S CORNl'II' OF THE MORIH SOUND CoAST HIGHwAV tot BRIDGE OVER CT 2019-0004'PLJD 2019-0004/ ~ JCLJ 1820 S. El Camino Real, A2051-===-;;.c-;;;=;:-----::--,~'O v >+-AGUA HEQIONQA LAGOON 11
· , N□T MEASURE: 1 • b 1------!Encinitas, California 92024 ENGINEER OF WORK: r CIVIi. ~'<-THEN DRAIJING IS Record From:CllY CONTROL PT. NO. 141 PER ROS NO. 17271 CDP 2019-0012/ DEV2018-D087 I DRAWING NO.I
:~ T 619. 8 84. 0 5 7 6 JAMES CORY-1.ANE:AVE JONES·•-·""'' (" OF C~L\~C)~ N□T T□ SCALE:. Elev: 26_518 FEEi' Da1um: ~N~GIID~2S~---~ L....::JC:LJ:__fc~o:r:y.:.·.:l:a~n_:e:a:v.:e~@~gm~a_:i~l~-~c=o~m'.._ __ l ______ LRC:E:_:C:
69-:)."l'JL_..::::::=:::::=:::.. ___________________________________________________________________ JL _______ j _ _::===========-:..:.. .... ~-=======-J,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;,!J
V
TW 50.50'
BW 47.64'
CHECKED BY:
DRAWN BY:
DESIGNED BY:
10/05/2020
PRELIMINARY GRADING PLAN - DETAIL SE PROPERTY CORNER
8.2'16.8' TO CL10' SETBACK
5' ROW
DEDICATION
TC 45.38
TW 50.17
BW 48.15
BW 46.96
TW 47.50
FL 45.00'
13
FL 46.59'
FS 46.70'
FS 46.79'
GR 48.80
INV 47.20
TC 46.68FL 46.20
TC 46.26FL 46.14
GT 45.34
TC 44.90FL 44.45
TC 44.14FL 43.98
TC 43.48FL 43.34
FL 45.30
8" SOLID HDPE SD
4" SOLID
HDPE SD
8" SOLID PVC SD
TW 47.12 BW 46.96
TW 49.99
FL 46.86
TW 50.17
BW 46.86
TW 48.00
BW 44.92
BW 45.22
FS 45.11'FL 45.20'
TW 49.99
34
FS 49.10FS 48.77FS 48.27
FS 49.15
FS 49.15
TW 49.30
BW 49.28GR 49.00
INV 47.30
INV 47.25
GR 47.7
INV 47.30
FL 45.27'
FL 46.56
TW 50.17
BW 48.45
BW 46.96
TW 47.50
FL 46.86'
FL 47.00'
TW 50.50
BW 48.06
TW 50.17
BW 47.77
36
14
35
17
15
33
24
LINK SEAL AT CUT-OFF WALL PIPE PENETRATION
BEGIN NEW WALL AT PL, REMOVE WALL TO THE N PER SHT 2
PEDESTRIAN STAIR AND HANDRAIL PER ARCH. OR AS A MIN. PER SAN
DIEGO STANDARD DRAWING SDM-118 AND PER CA BLDG. CODE.
H-20 TRAFFIC RATED 10" WIDE TRENCH DRAIN (ACO S200K, OR EQUAL)
8" SOLID
HDPE SD
8" SOLID HDPE SD
N
~
0
0 N
0 N " ~ 0 "
(
I>
: I 1;, r~o--sit-.
I
\
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: FF 50.00' I
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: 11 , I
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SCALE: 1" = 5'
0 2.5' 5'
I
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Q CONSTRUCTION NOTES
@ RES. CONC. DRWY PER SDRSD G-14C
@ REPLACE SIDEWALK IN LIKE AND KIND PER SDRSD G-7
@ 6-IN C&G PER SDRSD G-2, TYPE G
@ PROTECT IN PLACE EXIST ELEC POLE AND CABLE BOX, 4-FT CLEARANCE AROUND POLE
@
@
@
®
I/ARNING BENCHMARK:
0 1/Z 1 Description: 2 s• BRASS DISK
CT 2019-0004/PUD 2019-0004/
CDP 2019-0012
~
11
CITY OF CARLSBAD
1
m
GRADING PLANS FOR:
MR. GALIZ/O 7-UNIT INFILL DEVELOPMENT
330 CHINOUAPIN A VENUE
LANDSCAPE LEGENDPROPOSED PRIVATECATCH BASIN PER CIVILPROPOSED PRIVATEELEC HAND HOLEPER CIVILPROPOSEDSEWER LINEPER CIVILSLOPE PER CIVILPROPOSEDPERMEABLE PAVERPROPERTY LINEPROPOSEDWATER LINEPER CIVILPROPOSEDELECTIRCAL LINEPER CIVILSET BACK LINEPROPOSEDDRAINAGE LINEPER CIVILPROPOSED PLANTER AREA/MULCHED W/ SHREDDED@ 3" DEPTH ARBORISTS TRIMMINGS38" - 12" ANGULAR GRAVEL(E)PALM TO BE REMOVED(E) TREE TO BE REMOVEDSEL-1031L-1021L-1011CHINQUAPIN AVE.(E) RETAINING WALLTO REMAINPROPOSED 6' FENCEBUILDING 1BUILDING 2BUILDING 3TURFBLOCKRDRDRDRDRDRDPROPOSED T:O STOR<BUILDIN* LANDSCAPE70'-0" PL269'-11 1/2" PL269'-11 1/2" PLPROPOSED T:O STOR<BUILDIN* PROPOSED T:O STOR<BUILDIN* SIDEWALK2' - 0"12(E)P.PTO REMAIN(N)6'-0" GATE(E) RETAINING WALLTO REMAIN(N)6'-0" FENCEPER CIVIL(N)TREERELOCATEGAS METERCHINQUAPIN AVE.CLCL6" FIRE WATERSERVICE8' - 6"RoWRoW(N) IRRIGATIONMETERTO STREETEXISTING 2 STORY BUILDINGPROPERTY LINEFRONT YARDSETBACKNExisting DrivewayEXISTING 2 STORYBUILDINGEXISTING 1 STORY BUILDINGBLDG 3 ROOFDECK-315 SFBLDG 2 ROOF DECK-324 SFBLDG 1 ROOFDECK- 400 SF2' - 10"1' - 8"UNIT 4YARD60 SF8' R.BARRELVAULT 5' R.BARRELVAULT8' R. BARREL VAULT 10' R.BARRELVAULT4' R.BARRELVAULT 8' R.BARRELVAULT 8' R.BARRELVAULT 5' R.BARRELVAULT 4' R.BARRELVAULT 7' R.BARRELVAULT7' R.BARRELVAULT 4' R.BARRELVAULTUNIT 1 YARDUNIT 2 YARDUNIT 5YARD60 SFUNIT 6YARD60 SFUNIT 7YARD-PATIOBELOW60 SF 5' R.BARRELVAULT 4' R.BARRELVAULT3' R.BARRELVAULT272 SFSOLARZONE206 SFSOLARZONEGUESTPARKINGFUTURE EVPARKINGGUESTPARKINGEVPARKING141516224 SFSOLARZONE(N)ELECTRICAL METERLINE OF SIGHT @DRIVEWAY(N)WATER METER(N)BACKFLOWWWWWWWWWWWWWEEEEEEFWFWFWFWFWFWFWFWFWFWWWWWSSSSSSS SS(E)SIDEWALK TO BEREPLACED0feet321/16"" = 1'-0"164864NORTHBUILDING 1BUILDING 2BUILDING 3(E)PALM TO BE REMOVED(E) TREE TO BE REMOVEDRDRDRDRDRDRDPROPOSED T:O STOR<BUILDIN* LANDSCAPE70'-0" PL269'-11 1/2" PL269'-11 1/2" PLPROPOSED T:O STOR<BUILDIN* PROPOSED T:O STOR<BUILDIN* SIDEWALK2' - 0"12(E)P.PTO REMAIN(N)6'-0" GATE(E) RETAINING WALLTO REMAIN(N)6'-0" FENCEPER CIVIL(N)TREERELOCATEGAS METERCHINQUAPIN AVE.CLCL6" FIRE WATERSERVICE8' - 6"RoWRoW(N) IRRIGATIONMETERTO STREETEXISTING 2 STORY BUILDINGPROPERTY LINEFRONT YARDSETBACKNExisting DrivewayEXISTING 2 STORYBUILDINGEXISTING 1 STORY BUILDINGBLDG 3 ROOFDECK-315 SFBLDG 2 ROOF DECK-324 SFBLDG 1 ROOFDECK- 400 SF2' - 10"1' - 8"UNIT 4YARD60 SF8' R.BARRELVAULT 5' R.BARRELVAULT8' R. BARREL VAULT 10' R.BARRELVAULT4' R.BARRELVAULT 8' R.BARRELVAULT 8' R.BARRELVAULT 5' R.BARRELVAULT 4' R.BARRELVAULT 7' R.BARRELVAULT7' R.BARRELVAULT 4' R.BARRELVAULTUNIT 1 YARDUNIT 2 YARDUNIT 5YARD60 SFUNIT 6YARD60 SFUNIT 7YARD-PATIOBELOW60 SF 5' R.BARRELVAULT 4' R.BARRELVAULT3' R.BARRELVAULT272 SFSOLARZONE206 SFSOLARZONEGUESTPARKINGFUTURE EVPARKINGGUESTPARKINGEVPARKING141516224 SFSOLARZONE(N)ELECTRICAL METERLINE OF SIGHT @DRIVEWAY(N)WATER METER(N)BACKFLOWWWWWWWWWWWWWEEEEEEFWFWFWFWFWFWFWFWFWFWWWWWSSSSSSS SS(E)SIDEWALK TO BEREPLACEDSITE PLAN LE*ENDPROPOSED PRIVATEBMP STENCIL PER CIVILPROPOSED PRIVATEELEC HAND HOLEPER CIVILPROPOSED SEWERLINE PER CIVILSLOPE PER CIVILPROPOSEDPERMEABLE PAVERPROPERTY LINEPROPOSED WATERLINE PER CIVILPROPOSED ELECTIRCALLINE PER CIVILSET BACK LINEPROPOSED SOLAR ZONEPROPOSED ROOF DECKCAP COMPLIANCE TABLE 2A - PHOTOVOLATIC SYSTEM:3A - WATER HEATING:4A - ELECTRICAL VEHICLECHARGING:12.65KWDC REQUIRED- 330 W PER CELL12650/330= 38 CELLREQ.D. SOLAR AREA:691 SFPROPOSED SOLAR AREA :702 SFGAS WATER HEATING SYSTEM1 INSTALL EV PARKING #161 FUTURE EV PARKING #15SWELINE OF SIGHT @ DRWYPROPOSED 6" FIREWATER SERVICE PERCIVILFWSTORM WATERDRAINAGE0feet321/16"" = 1'-0"1648 64NORTH 1/16" = 1'-0"1HYDROZONES 1/16" = 1'-0"2LANDSCAPE PLAN- Layout & MaterialsHYDROZONESHIGH WATERMODERATE WATERLOW WATERVERY LOW WATER1234NOTES:1)All utilities are to be screened2) All landscape areas shall have positive drainage (2% grade in planting areas) away from all structuresand terminating in an approved drainage system.3) POTABLE WATER is proposed for irrigating all planted areas.4) Irrigation system shall be compatible with treated recycled water.5) All existing trees on site to be removed.6) All landscaped areas to be maintained by HOAPF.8.5.3AREA (sf)02831,782LANDSCAPE PLAN & HYDROZONESScaleDateDrawn ByChecked ByProject NumberArchitect/ContractorUltra-Unit Architectural Studiot. 562.997.0971e. cameron@ultra-unit.comStructural EngineerDavid Choi and Associateset. 562.382.8040e. david@dca-se.comSheet NameArchitect StampSheet NumberClient Name:
Project:Team:RevisionsRENEWAL1.31.2019FADATEC31503CLI
N
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RO CAMERON CROCKETTArchitect/ContractorUltra-Unit Architectural Studiot. 562.997.0971e. cameron@ultra-unit.comStructural EngineerDavid Choi and Associateset. 562.382.8040e. david@dca-se.comTeam:Civil Engineer:CJEt. 619.88.0576Title 24 Energy:Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.comCutural Resource Survey:DuDekt. 740.942.5147Surveyor:Pasco Laret Suiter & Assocciatet. 858.259.8212Landscape Designer/ ContractorCalifornia Eco Design, Inc.t. 562.279.6713e. info@calecodesign.comAs indicated1121 3 P0 ??XQLW?UOWUDBSRRM?21 SRO-ECTS?1123 33 FKLQTXDSLQ DYH -HII GDOL]LR CDUOVEDG?3 PURMHFW DUDZLQJV?3AUFKLWHFWXUDO?112333C+IN4UAPIN YV 11UYWL-102LANDSCAPEPLAN-BLDG 3,4JEFF GALIZIO
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RO CAMERON CROCKETTArchitect/ContractorUltra-Unit Architectural Studiot. 562.997.0971e. cameron@ultra-unit.comStructural EngineerDavid Choi and Associateset. 562.382.8040e. david@dca-se.comTeam:Civil Engineer:CJEt. 619.88.0576Title 24 Energy:Alternative Energy Systemt. 818.957.7733e.marylynn@title24energy.comCutural Resource Survey:DuDekt. 740.942.5147Surveyor:Pasco Laret Suiter & Assocciatet. 858.259.8212Landscape Designer/ ContractorCalifornia Eco Design, Inc.t. 562.279.6713e. info@calecodesign.comAs indicatedL-101LANDSCAPEPLAN-BLDG 3,4JEFF GALIZIO
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From:Leslie Williams
To:Planning
Subject:330 Chinquapin Ave
Date:Tuesday, January 12, 2021 8:12:21 AM
Dear Planning Commission.
I am writing to express my deep concern about the proposed 7 unit development on Chinquapin, a street
already impacted by excess parking. I am concerned about the increased traffic and the traffic hazards to
the existing residents of the area on and off Garfield south of Chinquapin. Already drivers run the stop
sign at Chinquapin and Garfield consistently. As you know, there is only one ingress and egress route
from the area south of Chinquapin. In case of an emergency requiring evacuation and/or multiple
emergency vehicles, the residents of the this entire area would be at risk. Please consider the liability to
the City of Carlsbad should poor planning in this area lead to casualties. Please consider reduced
density and increased on site parking as well as enforcement of the Stop sign.
Thank you for your consideration.
Leslie Williams
327 Date Ave
Carlsbad, 92008
760-402-5152
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ATTACHMENT 7
From:Chris Garcia
To:Melissa Flores
Subject:Fw: Case Name: CT 2019-0004/PUD 2019-0004/CDP 2019-0012 (DEV2018-0087) - 330 CHINQUAPIN AVENUE
Date:Tuesday, January 19, 2021 6:48:40 AM
Attachments:Outlook-3qvixz4w.png
Melissa,
Please forward this email to the Planning Commission, Don and Ron.
They have also requested that it be read into the record.
Thank you,
Chris Garcia
Associate Planner
Community Development Department
1635 Faraday Ave.
Carlsbad, CA 92008
www.carlsbadca.gov
P: 760-602-4622
F: 760-602-8558
chris.garcia@carlsbadca.gov
FOR ONGOING PROJECTS, PLEASE CONTACT YOUR PROJECT PLANNER TO SCHEDULE A
RESUBMITTAL DROP-OFF APPOINTMENT.
FOR NEW PROJECT SUBMITTALS AND LANDSCAPE SUBMITTALS/RESUBMITTALS/AS-
BUILTS, PLEASE CALL OR EMAIL YOUR REQUEST FOR A SUBMITTAL DROP-OFF APPOINTMENT:
Phone: 760-602-4610
Email: planning@carlsbadca.gov
From: Jens Peter Timm <jptimm@teamgandt.com>
Sent: Monday, January 18, 2021 8:26 PM
To: Chris Garcia <Chris.Garcia@carlsbadca.gov>
Subject: Case Name: CT 2019-0004/PUD 2019-0004/CDP 2019-0012 (DEV2018-0087) - 330
CHINQUAPIN AVENUE
Pursuant to the Notice of Public Hearing published January 8th regarding the above referenced project, I respectfully request that my
comments be read into the record at the Planning Commission Meeting scheduled for Wednesday, January 20, 2021. I would like to
express my concern in regard to the proposed plan for the three building/seven apartment complex on a parcel currently containing a
single family home in the RD-M/beach overlay zone. The allotment of sixteen surface parking spaces for a development of this size is
inadequate. Two of the units have only been allocated a single spot. In my experience living in an apartment on Acacia, couples, each
with a car, unrelated roommates and their significant others, as well as families with a young adult child spill over into the guest parking,
or more commonly onto the street. When the parking requirements exceed what is made available, it creates a nuisance for the neighbors,
particularly when delivery people or other vendors need relatively short-term access, on a street which is already full many weeknights
after work and most weekends with beach traffic. By way of contrast, in the Crescent Del Sol development on Date Avenue around ten
years ago on a parcel over twice the size of this, the city limited the project to seven units and required underground parking at an
allotment of four spaces per unit, in addition to guest spaces.
The certitude of more overcrowding on Chinquapin highlights another major concern for this peninsular neighborhood south of
Tamarack: emergency access. Chinquapin, Date, and Olive Avenues all have a single means of entrance/egress (Garfield Avenue) for
emergency vehicles. The only access to Chinquapin (a dead-end street) is a stop sign onto Garfield which already has significant traffic as
it stands.
As a resident of this neighborhood for over 10 years, I have seen quite a few infill/redevelopment projects here which did not raise
concerns, including on Chinquapin. In light of the limited entrance/egress I take issue with the multiple units proposed in each of the
three structures. While there is still some legacy high density, packing seven units into three buildings is not in keeping with the standards
as they have recently been applied in this part of the village. In light of future development likely to take place here and the geographic
limitations that limit emergency access points, the level of density proposed here would create a precedent which would certainly stress
the egress point/emergency response if more widely applied in future projects. I believe the standard of one unit per structure should be
applied equitably and kept consistent throughout the neighborhood south of Tamarack, particularly as future planned improvement on the
Coast Highway will restrict emergency access coming from the north to Garfield once access to Sequoia is limited to northbound Coast
Highway traffic only. Thank you for your attention.
Respectfully,
Jens Peter Timm
Owner, 314 Date Avenue
--
TeamG&T
314 Date AveCarlsbad, CA 92008
(949) 278-2716
CAUTION: Do not open attachments or click on links unless you recognize the sender and
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