HomeMy WebLinkAbout2020-02-05; Planning Commission; ; SDP 2018-0022 / HDP 2018-0006 (DEV2017-0225) – RESORT VIEW APARTMENTS
Item No.
Application complete date: November 21, 2019
P.C. AGENDA OF: February 5, 2020 Project Planner: Cliff Jones
Project Engineer: Tecla Levy
SUBJECT: SDP 2018-0022 / HDP 2018-0006 (DEV2017-0225) – RESORT VIEW APARTMENTS –
Request for approval of a Site Development Plan and Hillside Development Permit to
construct a four-story, 26-unit residential apartment project which includes four
inclusionary housing units, on vacant property generally located along the west side of
Viejo Castilla Way between Navarra Drive and Pirineos Way within Local Facilities
Management Zone 6. 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. 7358 APPROVING Site
Development Plan SDP 2018-0022 and Hillside Development Permit HDP 2018-0006 based upon the
findings and subject to the conditions contained therein.
II. PROJECT DESCRIPTION AND BACKGROUND
The project consists of grading two existing lots and the construction of a 26-unit residential apartment
project consisting of three, three-story buildings and two, four-story buildings. The 0.86-acre project site
consists of two legal parcels that were previously graded. The lots are conditioned to be merged prior to
development. The site fronts Viejo Castilla Way and is the remaining vacant site to be developed in the
neighborhood.
Previously, in September 2006, the Planning Commission approved a 15-unit residential condominium
project on the site. However, this previous approval expired, and the project site remains vacant. A
narrow strip of dense, shrubby habitat classified as unoccupied, disturbed scrub oak chaparral habitat was
identified in the applicant’s Biological Technical Report for this property. This habitat runs in a diagonal
direction across the property from northwest to southeast and is 0.14 acres in size. This scrub vegetation
is of low habitat value, being isolated on the property and surrounded by development on all sides.
Although the project will impact this native habitat, the impact has already been analyzed, anticipated,
and authorized by the City of Carlsbad Habitat Management Plan (HMP). The habitat being impacted by
this project is not a part of, nor of any biological value to, the HMP citywide habitat preserve system, and
will not jeopardize the existence or survival of any rare, threatened or endangered plant or animal species.
The impact will be mitigated through the payment of habitat in lieu mitigation fees in accordance with
the adopted HMP.
1
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Grading for the proposed project includes 4,000 cubic yards (c.y.) of cut, 500 c.y. of fill, with 3,500 c.y. of
export. The grading results in two, split level pads that are slightly lower in height than existing. A grading
permit is required for the project.
The project will take access off of Viejo Castilla Way which is a fully improved public street with curb,
gutter, and sidewalk. Two driveways are provided off Viejo Castilla Way to access the two-car garages,
covered parking spaces, trash and utility areas. The site design consists of five separate buildings
surrounding a central courtyard. Buildings “A” and “B” are three stories in height, each containing three
units. Each unit has a private roof deck overlooking the golf course, and a two-car garage. Buildings “C”
and “D” are four stories in height, each containing six units, with two-car garages. Building “E” is three stories in height, containing eight units. The four, two-bedroom units are assigned two covered parking
spaces each and the four, one-bedroom units are assigned one covered parking space each. One surplus
parking space is provided with the project.
A breakdown of each type of unit is summarized in Table 1 below.
TABLE 1 – DETAILS FOR UNIT TYPE
Unit # Quantity Size Bedroom/Bathrooms Parking Spaces
Per Unit
A1, A2, A3 3 1,215 – 3,008 SF 3/3 2
B1, B2, B3 3 1,954 – 2,230 SF 3/3 2
C1, C2 2 1,519 – 1,522 SF 3/4 2
C3, C4, C5, C6 4 1,509 – 1,531 SF 3/3 2
D1, D2 2 1,504 – 1,520 SF 3/4 2
D3, D4, D5, D6 4 1,515 – 1,533 SF 3/3 2
E1 (affordable) 1 992 SF 2/2 2
E4, E5, E8 3 992-1054 SF 2/2 2
E2, E3, E6
(affordable) 3 590 – 592 SF 1/1 1
E7 1 592 SF 1/1 1
Buildings “A” and “B” are located at the southern end of the site, abutting the golf course, and are
approximately 34 feet in height as measured from the new, lower, finished grade. Architectural features
extend to approximately 39 feet in height. Buildings “C” and “D” are located in the middle of the site and
are approximately 48 feet in height as measured from the new, lower, finished grade. Architectural
features extend to approximately 51 feet in height. Building “E” is located at the north of the site, abutting
a three-story residential development at the corner of Viejo Castilla Way and Navarra Drive, and is
approximately 32 feet in height as measured from the new, lower, finished grade. Architectural features
extend to approximately 37 feet in height. The façades consist of a series of private balconies alternating
between living spaces that are designed to maximize access to sun and views offered by the lot’s location
adjacent to the golf course. A common landscaped courtyard with seating areas, a barbeque, and a fire
pit is located at the center of the site. Parking areas are concealed from view within private garages or by
buildings.
A new drainage system will be constructed along the westerly and northerly property lines as part of the
proposed project to convey site runoff to the Viejo Castilla Way right-of-way, in compliance with the City's
National Pollutant Discharge Elimination System Permit. This new drainage system will reduce the total
volume of runoff to Viejo Castilla Way.
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Pursuant to Chapter 21.86 of the Carlsbad Municipal Code (CMC), the applicant is requesting a 35 percent
density bonus which requires a minimum of 20 percent of the base units as inclusionary (i.e., rent-
restricted) units affordable to “low-income households.” With this density bonus, the maximum number
of units allowed for the 0.86-acre site is 27 units with four units required to be affordable to “low-income”
households. The project is proposing 26 units, which is one unit less than what is allowed per density
bonus law for providing four low-income units. The project is also required to comply with the city’s
inclusionary housing requirement of 15 percent, or three, affordable units, which is satisfied though the
provision of the four “low-income” units. Including the density bonus/inclusionary units, the 26-unit
project has a proposed density of 30.3 dwelling units per acre. As part of the density bonus request for
providing 20 percent of the base units affordable to “low-income households,” up to two incentives or concessions may be requested (CMC Section 21.86.050) and an unspecified number of waivers.
Accordingly, the applicant is requesting: 1) two incentives which are the allowance for increased building
height and units from the city’s Excess Dwelling Unit Bank; and 2) a wavier to allow the rear yard stairs to
encroach into the rear setback area. Section “A” provides a detailed discussion on the density bonus
request.
Table 2 below includes the General Plan Land Use designations, zoning and current land uses of the project
site and surrounding properties.
TABLE 2 – SURROUNDING LAND USE
Location General Plan Designation Zoning Current Land Use
Site R-23 Residential Residential Density –
Multiple (RD-M)
Vacant
North R-23 Residential RD-M Multi-Family Residential
South Open Space (OS) Planned Community (PC) Golf Course
East R-23 Residential RD-M Multi-Family Residential
West R-23 Residential RD-M Multi-Family Residential
Although not required for residential development less than fifty units, the applicant voluntarily chose to
conduct enhanced stakeholder public outreach. The applicant’s team met with surrounding residents,
property owners, and interested parties on September 25, October 24 and December 5, 2019. Public
concerns included but were not limited to parking, traffic, density, height, and views. The applicant
explained that the project is meeting parking requirements, is allowed additional height and density per
Density Bonus Law, the additional traffic has negligible impact upon the intersection of Viejo Castilla Way
and La Costa Avenue, and prepared additional visual simulations to demonstrate the project’s impact
upon adjacent development. Public comments received and the applicant’s response to the comments
are provided within the attached Enhanced Stakeholder Outreach Report (Attachment 4).
III. ANALYSIS
The project is subject to the following regulations:
A. R-23 Residential General Plan Land Use Designation and Density Bonus Ordinance (CMC Chapter
21.86);
B. Residential Density – Multiple (RD-M) Zone (CMC Chapter 21.24);
C. Qualified Development Overlay Zone (CMC Chapter 21.06);
D. Hillside Development Ordinance (CMC Chapter 21.95);
E. Inclusionary Housing Ordinance (CMC Chapters 21.85); and
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F. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone
6.
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 and Density Bonus Ordinance (CMC Chapter
21.86)
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. Table 3 below identifies the permissible density range for properties
designated R-23 Residential.
TABLE 3 – DENSITY
Gross Acres Net Acres R-23 Residential Allowable Density
0.86 0.86
Range: 15-23 du/ac
Minimum: 15 x 0.86 = 13 dwelling units
GMCP: 19 x 0.86 = 16 dwelling units
Maximum: 23 x 0.86 = 20 dwelling units
The proposed project entails a request to construct a 26-unit apartment project. As summarized above,
the maximum number of units for a 0.86-acre parcel at 23 dwelling units per acre is 20 dwelling units. In
order to construct 26 units, the applicant is requesting approval of a density bonus pursuant to CMC
Chapter 21.86, the Residential Density Bonus and Incentives or Concessions Ordinance. CMC Chapter
21.86 was established as a means to implement state law and the goals, objectives and policies of the
Housing Element of the General Plan which includes the provision to provide housing affordable to lower-
and moderate-income households.
Specifically, the applicant is requesting a 35 percent density bonus pursuant to Table A of CMC Section
21.86.040. In exchange for the 35 percent density bonus, the applicant is required to designate 20 percent
of the base number of units, or four units, as inclusionary units. The inclusionary apartments are required
to be rent-restricted and affordable to “low-income households.” Pursuant to CMC Section 21.86.020, a
“low-income household” is defined as a household whose gross income is more than fifty percent but
does not exceed eighty percent of the median income for San Diego County as determined annually by
the U.S. Department of Housing and Urban Development.
CMC Chapter 21.85 requires a minimum of 15 percent inclusionary units or three inclusionary units for
projects requesting an incentive (increased building height and excess dwelling units). However, CMC
Chapter 21.86 requires 20 percent, or four, inclusionary units for this proposed project. The project is
satisfying both requirements by providing four inclusionary housing units.
Summary of density bonus request:
Base maximum density: 23 dwelling units per acre
Base maximum units: 0.86 acres x 23 = 20 dwelling units (round up per CMC Section
21.86.040(G))
(15% or three units required to be inclusionary units)
35% density bonus: 20 + 35% = 27 units (round up per CMC Section 21.86.040(G))
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Proposed number of units: 26 units
Proposed density: 26/0.86 = 30.3 dwelling units per acre
Table 4 below summarizes the project’s compliance with standards required for a density bonus.
TABLE 4 – CMC SECTION 21.86.090 - DENSITY BONUS HOUSING STANDARDS
Standard Analysis Complies?
A. Required target dwelling units shall be constructed
concurrent with market-rate dwelling units unless
both the final decision-making authority of the city
and the developer/applicant agree within the
density bonus housing agreement to an
alternative schedule for development.
The four affordable units will be built
concurrent with the market rate units.
Yes
B. Whenever feasible, target dwelling units and
density bonus dwelling units should be built on-
site (within the boundary of the proposed
development) and, whenever reasonably possible,
be distributed throughout the project site.
The inclusionary units will be built on-
site and located within Building E that
includes market rate units. In addition,
the units will be distributed
throughout the building on floors two
and three.
Yes
C. Whenever feasible, target dwelling units should be
located on sites that are in proximity to, or will
provide access to, employment opportunities,
urban services, or major roads or other
transportation and commuter rail facilities (i.e.,
freeways, bus lines) and that are compatible with
adjacent land uses.
The proposed project is located within
1.2 miles from the bus stop at El
Camino Real/La Costa Avenue and
within 1.4 miles from the bus stop at
Rancho Santa Fe Road/La Costa
Avenue, which both currently connect
to transit stations. In addition, the
project site is located within 1.2 miles
of urban services. The proposed
project is compatible with existing
surrounding multi-family land uses.
Yes
D. Whenever feasible, target dwelling units should
vary in size and number of bedrooms, in response
to affordable housing demand priorities of the
city.
The inclusionary housing includes
three one-bedroom units that range in
size from 590 to 592 square feet and
one two-bedroom unit that is 992
square feet.
Yes
E. Density bonus projects shall comply with all
applicable development standards, except those
which may be modified as an incentive or
concession, or as otherwise provided for in this
chapter. In addition, all units must conform to the
requirements of the applicable building and
housing codes. The design of the target dwelling
units shall be reasonably consistent or compatible
with the design of the total project development
in terms of appearance, materials and finished
quality.
With exception to the allowance for
increased building height and the stair
encroachment, which are a
permissible concession and waiver,
the project is consistent with all
applicable development standards.
Further, the design of the target
inclusionary units will be the same as
the market rate units as they will be
incorporated within a building also
containing market rate units.
Yes
F. No building permit shall be issued, nor any
development approval granted, for a development
which does not meet the requirements of this
A density bonus agreement is required
to be recorded prior to building permit
issuance. The agreement will include
Yes
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Standard Analysis Complies?
chapter. No target dwelling unit shall be rented or
sold except in accordance with this chapter.
details as specified pursuant to CMC
Section 21.86.130.
G. Upon the request of the applicant, the parking
ratio (inclusive of handicap and guest parking) for
a housing development that conforms to the
requirements of Section 21.86.040(A) shall not
exceed the ratios specified in Table E or as noted,
below. If the applicant does not request the
parking ratios specified in this section or the
project does not conform to the requirements of
Chapter 21.86.040(A), the parking standards
specified in Chapter 21.44 of this code shall apply.
1. If a development includes the maximum
percentage of low- or very low-income units
provided for in Chapter 21.86.040(A) and is
located within one-half mile of a major transit
stop, as defined in the state Public Resources
Code (subdivision (b) of Section 21155), and
there is unobstructed access to the major
transit stop from the development, then,
upon the request of the developer, the city
shall not impose a vehicular parking ratio,
inclusive of handicapped and guest parking,
that exceeds 0.5 spaces per bedroom. For
purposes of this subsection, a development
shall have unobstructed access to a major
transit stop if a resident is able to access the
major transit stop without encountering
natural or constructed impediments.
2. If a development consists solely of rental
units, exclusive of a manager’s unit or units,
with an affordable housing cost to lower
income families, as provided in state Health
and Safety Code (section 50052.5), then, upon
the request of the developer, the city shall
Table E requires one parking space per
unit for units with zero- to one-
bedroom, two parking spaces per unit
for units with two- to three-bedrooms,
and two and a half parking spaces per
unit for units with four or more
bedrooms.
Four, one-bedroom units
4 units x 1 space/unit
= 4 spaces
Four, two-bedroom units
4 units x 2 spaces
= 8 spaces
18, three-bedroom units
18 units x 2 spaces
= 36 spaces
8+4+36 = 48 spaces required.
49 spaces provided.
1. N/A
2. N/A
Yes
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Standard Analysis Complies?
not impose a vehicular parking ratio, inclusive
of handicapped and guest parking, that
exceeds the following ratios:
a. If the development is located within one-
half mile of a major transit stop, as
defined in state Public Resources Code
(subdivision (b) of section 21155), and
there is unobstructed access to the major
transit stop from the development, the
ratio shall not exceed 0.5 spaces per unit.
b. If the development is a for-rent housing
development for individuals who are 62
years of age or older that complies with
state Civil Code (sections 51.2 and 51.3),
the ratio shall not exceed 0.5 spaces per
unit. The development shall have either
paratransit service or unobstructed
access, within one-half mile, to fixed bus
route service that operates at least eight
times per day.
c. If the development is a special needs
housing development, as defined in state
Health and Safety Code (section 51312),
the ratio shall not exceed 0.3 spaces per
unit. The development shall have either
paratransit service or unobstructed
access, within one-half mile, to fixed bus
route service that operates at least eight
times per day.
3. If the total number of parking spaces required
for a development is other than a whole
number, the number shall be rounded down
to the next whole number.
4. For purposes of this section, a housing
development may provide “on-site” parking
through tandem parking or uncovered
parking, but not through on-street parking.
5. The applicant may request parking incentives
or concessions beyond those provided in this
section, subject to the findings specified in
Chapter 21.86.050(A) (2).
6. Notwithstanding subsections G.1 and G.2 of
this section, if the city or an independent
3. N/A
4. N/A
5. N/A
6. N/A
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Standard Analysis Complies?
consultant has conducted an area-wide or
jurisdiction-wide parking study in the last
seven years, then the city may impose a
higher vehicular parking ratio not to exceed
the ratio described in Table E, based upon
substantial evidence found in the parking
study, that includes, but is not limited to, an
analysis of parking availability, differing levels
of transit access, walkability access to transit
services, the potential for shared parking, the
effect of parking requirements on the cost of
market-rate and subsidized developments,
and the lower rates of car ownership for low-
and very low income individuals, including
seniors and special needs individuals. The city
shall pay the costs of any new study. The city
shall make findings, based on a parking study
completed in conformity with this paragraph,
supporting the need for the higher parking
ratio.
Incentives/Concessions:
Pursuant to CMC Section 21.86.050 (A)(3)(b) of the Density Bonus Ordinance, for a project which
designates at least 20 percent of the total units for low-income households, a total of two incentives or
concessions shall be granted.
An incentive or concession may include any of the following:
a. A reduction in site development standards or a modification of zoning code or architectural design
requirements (excluding State Building Standards), that results in identifiable, financially sufficient
and actual cost reductions. A reduction/modification to standards or requirements may include,
but is not limited to, a reduction in minimum lot size, setback requirements, and/or in the ratio
of vehicular parking spaces that would otherwise be required.
b. Approval of mixed-use zoning in conjunction with the housing development if: (i) commercial,
office, industrial or other land uses will reduce the cost of the housing development; and (ii) the
commercial, office, industrial, or other land uses are compatible with the housing development
and the existing or planned future development in the area where the proposed project will be
located.
c. Other regulatory incentives or concessions that result in identifiable, financially sufficient and
actual cost reductions.
d. The city council may, but is not required to, provide direct financial incentives, including the
provision of publicly owned land, or the waiver of fees or dedication requirements.
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The applicant is requesting the following incentives/concessions:
1. Allowance for increased building height: The RD-M Zone currently restricts building height to 35
feet. The applicant is requesting the allowance for increased building height as a concession
pursuant to the above-noted options. As discussed in the findings in Planning Commission
Resolution No. 7358, increased building height is an appropriate concession for the requested
density bonus in that it results in cost reductions to enable the provision of housing affordable to
the designated income group.
2. Request for excess dwelling units: Since the project proposes to construct more units than
permitted at the city’s Growth Management Control Point (GMCP), the additional residential units
must be withdrawn from the city’s Excess Dwelling Unit Bank (EDUB). The EDUB is implemented
through City Council Policy No. 43. Pursuant to City Council Policy No. 43, an applicant for an
allocation of dwelling units shall agree to provide the number of inclusionary units as required
pursuant to CMC Section 21.85.050 and shall execute an affordable housing agreement (AHA)
prior to building permit issuance pursuant to CMC Section 21.85.140. As discussed in Section C
below, the proposal to construct 26 units, including four inclusionary units, is consistent with the
inclusionary housing requirement as set forth in City Council Policy No. 43.
In approving a request for an allocation of excess dwelling units, the project shall meet the
findings identified in City Council Policy No. 43. Specifically, the project location and density shall
be found to be compatible with adjacent land uses and the project to be consistent with the
General Plan and any other applicable planning document. As discussed in the attached Planning
Commission Resolution No. 7358, the proposed project meets these findings.
Waivers:
In addition to incentives or concessions, CMC Section 21.86.060 also authorizes the waiver or reduction
of development standards that would “have the effect of physically precluding the construction of a
density bonus housing development at the density or with the incentives or concessions permitted by”
CMC Chapter 21.86. There is no limit on the number of waivers or reductions that may be granted, and
the grant of a waiver or reduction shall neither increase nor decrease the number of incentives or
concessions to which the project is entitled. The project is requesting one waiver to allow the stairs to
encroach into the 10-foot rear yard setback four-to-five feet as opposed to the two-foot encroachment
permitted per CMC Section 21.46.120(3). Waivers or reductions of development standards shall be
granted by the city unless certain findings can be made. In order to deny the requested waivers or
reductions, the city would have to make any of the following findings in writing based upon substantial
evidence:
1. The standard(s) requested to be waived or reduced will not have the effect of physically
precluding the construction of a housing development at the densities or with the incentives or
concessions permitted by this chapter;
2. The requested waiver or reduction of development standards would have a specific adverse
impact (a significant, quantifiable, direct, and unavoidable impact, based on objective, identified
written public health or safety standards, policies, or conditions as they existed on the date the
application was deemed complete) upon public health and safety or the physical environment, or
on any real property that is listed in the California Register of Historical Resources, and for which
there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact; or
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3. The waiver or reduction of development standards would be contrary to state or federal law. Staff has found no substantial evidence that any of the above findings apply in this case.
Summary of General Plan compliance:
The following Table 5 describes how the proposed project is consistent with the various elements of the
Carlsbad General Plan.
TABLE 5 – GENERAL PLAN COMPLIANCE
ELEMENT USE, CLASSIFICATION, GOAL,
OBJECTIVE, OR PROGRAM
PROPOSED USES &
IMPROVEMENTS COMPLY?
Land Use
Policy 2-P.8
Do not permit residential
development to exceed the
applicable Growth
Management Control Point
(GMCP) density unless the
following findings are made:
a. The project qualifies for
and will receive an allocation
of “excess” dwelling units,
pursuant to City Council
Policy No. 43. b. There have
been sufficient residential
projects approved at
densities below the GMCP so
the citywide and quadrant
dwelling unit limits will not
be exceeded as a result of the
proposed project. c. All
necessary public facilities
required by the Citywide
Facilities and Improvements
Plan will be constructed, or
are guaranteed to be
constructed, concurrently
with the need for them
created by this development
and in compliance with
adopted city standards.
Policy 2-P.9
Incentivize development of lower-
income affordable housing by
allowing residential development
above the GMCP and maximum
densities permitted by the General
Plan, subject to the findings
The proposed 26-unit residential
apartment project qualifies for an
allocation of excess dwelling units
pursuant to City Council Policy No.
43 since the project includes the
inclusionary housing units required
by CMC Chapters 21.85 and 21.86
and the project is conditioned to
execute affordable housing and
density bonus housing agreements.
There are currently excess dwelling
units available in the Southeast
Quadrant as a result of residential
projects approved at densities
below the GMCP. All necessary
public facilities required by the
Citywide Facilities and
Improvements Plan will be
constructed, or are guaranteed to
be constructed, concurrently with
the need for them created by this
development and in compliance
with adopted city standards.
The proposed 26-unit residential
apartment project includes four
inclusionary units which will be
required to be rented to low-
income households. The multi-
family residential land use is
consistent with the adjacent multi-
Yes
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specified in 2-P.8, above, and an
evaluation of the following: (a) the
proposal’s compatibility with
adjacent land uses, and (b) the
project site’s proximity to a
minimum of one of the following:
freeway or major street; commercial
center; employment opportunities;
city park or open space; or
commuter rail or transit center.
family residential development.
The project site is conveniently
located two blocks from La Costa
Avenue which is a neighborhood
connector street providing vehicle
and pedestrian access to
commercial centers and bus stops
within 1.2 miles of the project site.
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.
Goal 3-G.3
Provide inviting streetscapes that
encourage walking and promote
livable streets.
The proposed project has been
designed to meet applicable
circulation requirements, which
include two driveway access points
from Viejo Castilla Way. In
addition, the applicant will be
required to pay traffic impact fees
prior to issuance of a building
permit that will go towards future
road improvements.
The proposed project will maintain
an existing sidewalk along Viejo
Castilla Way which will provide
pedestrian access to and from the
project.
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.
The project consists of 26
residential apartments located in
five buildings. A noise study by
Rincon Consultants, Inc, dated
November 2018, was provided. The
apartment project does not have
any required exterior private
recreation areas and therefore is
not subject to the maximum 60
dB(a) CNEL noise level.
Furthermore, existing ambient
noise levels are below the
maximum 60 dB(a) CNEL noise level
at 56.7 dB(a) CNEL. Given the
exterior noise levels and modern
building construction that meets or
exceeds the 2019 California Green
Building Code requirements, the
project will experience interior
noise levels below the required 45
dB(a) CNEL interior noise level.
Yes
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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 of 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
Housing Goal 10-G.3
Sufficient new, affordable housing
opportunities in all quadrants of the
city to meet the needs of current
lower and moderate income
households and those with special
needs, and a fair share proportion of
future lower and moderate income
households.
Goal 10-P.15
Pursuant to the Inclusionary Housing
Ordinance, require affordability for
lower income households of a
minimum of 15 percent of all
residential ownership and qualifying
rental projects. For projects that are
required to include 10 or more units
affordable to lower income
households, at least 10 percent of
the lower income units should have
three or more bedrooms (lower
income senior housing projects
exempt).
The proposed project includes four
inclusionary units (20 percent)
which will be required to be rented
to low-income households. The
provision for inclusionary housing
will contribute toward achieving
the city’s Regional Housing Needs.
The project has been conditioned
accordingly to require the approval
of an Affordable Housing
Agreement prior to building permit
issuance.
Yes
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B. Multiple-Family Residential (RD-M) Zone (CMC Chapter 21.24)
The proposed project is required to comply with all applicable use and development standards of the
Carlsbad Municipal Code (CMC) including the Residential Density – Multiple (RD-M) Zone (CMC Chapter
21.24).
The 26-unit residential apartment project meets or exceeds the requirements of the RD-M Zone, except
building height and stair encroachment into the rear setback, as outlined in Table 6 below.
TABLE 6 – RD-M ZONE COMPLIANCE
R-3 Standards Required Proposed Comply
Setbacks Front (Viejo Castilla Way):
20’; or
15’ provided carport or
garage openings do not
face onto the front yard;
or
10’ provided carport or
garage openings do not
face onto the front yard
and the remaining front
yard is landscaped.
Interior Side:
5’
Front (Viejo Castilla Way):
10’ with landscaping:
Interior Side:
5’
Yes
Rear:
10’
Rear Encroachments:
Stairs may encroach 2 feet
into setback area.
Rear:
10’ to building
Rear Encroachments:
Stairs encroach four to five feet into
10’ setback area.*
Yes *
* Density
Bonus Waiver
for stair
encroachment.
Lot Coverage
60% 53.4% Yes
Policy 10-P.18
Adhere to City Council Policy
Statement 43 when considering allo-
cation of “excess dwelling units” for
the purpose of allowing
development to exceed the Growth
Management Control Point (GMCP)
density, as discussed in Section 10.3
(Resources Available). With limited
exceptions, the allocation of excess
dwelling units will require provision
of housing affordable to lower
income households.
In approving a request for an
allocation of excess dwelling units,
the project shall meet the findings
identified in City Council Policy No.
43. Specifically, the project location
and density shall be found to be
compatible with adjacent land uses
and the project is consistent with
the General Plan and any other
applicable planning document. As
discussed in the attached Planning
Commission Resolution No. 7358,
the proposed project meets these
findings.
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R-3 Standards Required Proposed Comply
Building
Height
35’ Building A
33’-11” with projections to 38’-7.5”
Building B
33’-2”’ with projections to 38’-3”
Building C*
48’-2” with projections to 50’-11”
Building D*
47-11” with projections to 50’-8.5”
Building E
31’-11” with projections to 36’-11”
Yes*
* Density
Bonus
Incentive for
height.
As summarized in Table 7 below, the proposed residential apartment project is consistent with the parking
requirements pursuant to the Density Bonus Ordinance.
TABLE 7 – PARKING ANALYSIS
USE Ratio REQUIRED PROPOSED COMPLY?
Residential
Apartments
developed
pursuant to the
Density Bonus
Ordinance.
One bedroom:
1 space/unit
Two bedroom:
2 spaces/unit
Three bedroom:
2 spaces/unit
One bedroom: 4
4 units = 4 spaces
Two bedroom: 4
4 units = 8 spaces
Three bedroom: 18
18 units = 36 spaces
4 covered parking spaces.
8 covered parking spaces.
36 garaged spaces.
Additional Parking:
1 covered parking spaces.
Yes
TOTAL REQUIRED:
48
PROPOSED:
49
Yes
C. Qualified Development Overlay Zone (CMC Chapter 21.06)
Pursuant to Section 21.53.120 of the CMC, a Site Development Plan (SDP) is required to be processed for
this 26-unit apartment project pursuant to CMC Chapter 21.06, the Qualified Development Overlay Zone.
As demonstrated in Table 8 below, all of the required SDP findings can be made.
TABLE 8 – SITE DEVELOPMENT PLAN FINDINGS
FINDING PROJECT CONSISTENCY
That the proposed development or
use is consistent with the General Plan
and any applicable master plan or
specific plan, complies with all
applicable provisions of Chapter 21.06
of the Carlsbad Municipal Code, and
all other applicable provisions of this
code.
The project is consistent with the various elements and
objectives of the General Plan as discussed in Section “A” of the
project staff report. The various goals and objectives of the
General Plan will be implemented as the proposed project is
consistent with the General Plan, which allows for a mixture of
residential uses, including multiple-family residential, within the
R-23 Residential Land Use designation. As discussed in Section
“A” above, although the project’s density of 30.3 dwelling units
per acre is above the maximum R-23 Residential density of 23
du/ac, the 26-unit residential apartment project can be found
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Page 15
consistent with the General Plan Land Use Policies as discussed
in Section “A”, Table 5 above.
FINDING PROJECT CONSISTENCY
That the requested development or
use is properly related to the site,
surroundings and environmental
settings, will not be detrimental to
existing development or uses or to
development or uses specifically
permitted in the area in which the
proposed development or use is to be
located, and will not adversely impact
the site, surroundings or traffic
circulation.
The proposed multiple-family residential use will not be
detrimental to existing uses or to uses specifically permitted in
the area in which the use is located in that multiple-family
residential is a permitted use within the Residential Density –
Multiple (RD-M) Zone and is compatible with the other multiple-
family residential uses surrounding the project site. The
residential apartment project will not adversely impact the site,
surroundings, or traffic circulation in that the existing
surrounding streets have adequate capacity to accommodate
the 156 Average Daily Trips (ADT) generated by the project. With
exception to the allowance for increased building height and the
rear stair encroachment as discussed in Section “A” above, the
project complies with all minimum development standards of
the Carlsbad Municipal Code, including but not limited to the RD-
M Zone, and the project is adequately parked on-site and does
not result in any environmental impacts.
That the site for the intended
development or use is adequate in
size and shape to accommodate the
use
The subject site is adequate in size and shape to accommodate
the proposed 23-unit residential apartment building in that with
exception to the allowance for increased building height and rear
stair encroachment as discussed in Section “A” above, the
residential apartment project complies with all remaining
development standards of the Residential Density – Multiple
(RD-M) Zone and all other applicable sections of the Zoning
Ordinance, as demonstrated in Table 6 above.
That all yards, setbacks, walls, fences,
landscaping, and other features
necessary to adjust the requested
development or use to existing or
permitted future development or use
in the neighborhood will be provided
and maintained
With exception to the allowance for increased building height
and rear stair encroachment as discussed in Section “A” above,
the project complies with all remaining development standards
(i.e. front, side and rear setbacks, lot coverage, parking) of the
Residential Density – Multiple (RD-M) Zone, as demonstrated in
Table 6 above. Landscaping along the outer edges of the
property, including the areas along Viejo Castilla Way, will be
provided consistent with the requirements of the city’s
Landscape Manual.
That the street systems serving the
proposed development or use is
adequate to properly handle all traffic
generated by the proposed use
The project will take access off Viejo Castilla Way with vehicles
traveling to and from the project on Viejo Castilla Way as well.
Viejo Castilla Way is identified as a local street, designed to
adequately handle the 156 Average Daily Trips generated by the
26-unit residential apartment project.
D. Hillside Development Ordinance (CMC Chapter 21.95)
The project is subject to the Hillside Development Regulations because the site contains slopes over 15%
and slope elevation differences greater than 15 feet. The steeper slopes traverse the site from northwest
to southeast. The steep slope area is roughly 653 square feet in area with a slope gradient of 40% or
greater.
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Page 16
The development complies with the Hillside Development Ordinance and Hillside Development
Guidelines. The proposed project is consistent with the Land Use and Open Space/Conservation Elements
of the General Plan since the site has been previously graded, there exist no natural hillsides, and the
project site has limited value as habitat for endangered, rare or threatened species. The project design
minimizes the amount of grading to an acceptable quantity of 5,653 cubic yards per acre, will incorporate
an aesthetically pleasing design with landscaping, and retaining walls will be developed primarily into the
slope as opposed to on top of the slope to minimize the visual impacts on the adjacent properties and
public roadways. The existing hillside is manufactured and accordingly, there will be no impacts to natural
resource areas, wildlife habitats or native vegetation areas that have not already been analyzed,
anticipated and authorized by the City's Habitat Management Plan (HMP). Finally, there will be no impact on lagoons or riparian ecosystems in that the project has been conditioned to submit an erosion control
plan consistent with the NPDES permit requirements as required by the Regional Water Quality Control
Board and the City of Carlsbad.
E. Inclusionary Housing (CMC Chapters 21.85)
The Inclusionary Housing regulations, specifically CMC Chapter 21.85, shall apply to any new construction
of rental units where the developer receives offsets or any incentives of the type specified in the density
bonus law pursuant to the provisions of CMC Chapter 21.86 and the developer agrees by contract to limit
rents for below market-rate rental units. Pursuant to CMC Section 21.85.030, not less than 15 percent of
the total units approved shall be constructed and restricted both as to occupancy and affordability to
lower-income households. To satisfy this requirement, the applicant proposes to designate four units as
inclusionary units although only three units are required per CMC Section 21.85. The four units will be
affordable to households earning more than fifty percent but not exceeding eighty percent of the San
Diego Area Median Income (AMI) as determined annually by the U.S. Department of Housing and Urban
Development. The city’s Housing Policy Team recommended approval of the request on November 25,
2019.
As required by CMC Chapters 21.85 and 21.86, the project has been conditioned to require the approval
of an Affordable Housing Agreement and Density Bonus Housing Agreement, respectively, prior to
building permit issuance.
F. Growth Management (CMC Chapter 21.90)
The proposed project is located within Local Facilities Management Zone 6 in the Southeast 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 9 below.
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Page 17
TABLE 9 – GROWTH MANAGEMENT COMPLIANCE
STANDARD IMPACTS COMPLIANCE
City Administration 91.96 sq. ft. Yes
Library 49.05 sq. ft. Yes
Waste Water Treatment 26 EDU Yes
Parks 0.18 acres Yes
Drainage 4.4 CFS Yes
Circulation 156 ADTs Yes
Fire Station 6 Yes
Open Space n/a n/a
Schools E: 2.83, M: 2.13, H: 3.48 Yes
Sewer Collection System 5,720 GPD Yes
Water 6,500 GPD Yes
The project proposes 26 dwelling units and the unit yield at the GMCP of the property is 16 dwelling units.
Therefore, a total of ten (10) dwelling units are proposed to be deducted from the City’s Excess Dwelling
Unit Bank. Pursuant to Planning Commission Resolution No. 7358, the allocation from the EDUB can be
supported since 327 units are available for allocation in the Southeast Quadrant according to the city’s
Quadrant Dwelling Unit Report dated November 30, 2019.
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 in that there are no unusual circumstances that apply to this project site. A Notice of
Exemption will be filed by the City Planner upon final project approval.
The 26-unit apartment project is consistent with the Climate Action Plan (CAP) because the project will be
required to comply with all applicable CAP ordinances and state law requirements in effect at the time of
application for grading and building permits.
ATTACHMENTS:
1. Planning Commission Resolution No. 7358
2. Location Map
3. Disclosure Statement
4. Enhanced Stakeholder Outreach Report
5. Reduced Exhibits
6. Full Size Exhibits “A” – “OO” dated February 5, 2020
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PROJECT LOCATIONTO 5 FWYSAN MARCOS CREEKRANCHO SANTA FE RDGIBRALTARROMERIA
LEVANTE STLA COSTA AVENAVARRA DRVIEJO CASTILLA WAYEL CAMINO REALNAPN(S): OCCUPANCY GROUP:TYPE OF CONSTRUCTION: ZONING: GENERAL ZONING:2161701500, -1400R2, TYPE VA OVER TYPE IRD-MR-23LEGAL DESCRIPTION:PROPOSED LOT COVERAGE:STORIES: DWELLING UNITS:DWELLING UNITS PER ACRE:ACCESSIBLE UNITS:AFFORDABLE UNITS:19,269 SF // 57.2%4 (1 PARKING + 3 LIVING)26 TOTAL; 6 MULTI-STORY TOWNHOUSE APARTMENTS, 20 APARTMENTS 32.66 DU/AC223 -E1,E2,E6SITE DATA:LOT SIZE: LOT AREA:DEVELOPABLE AREA SF:0.858 ACRES37,375SF37,375SFADDITIONAL INFORMATION:TOTAL BUILDING COVERAGE19,269 SF / 33,375 SF LOT COVERAGE DATA:19,269SF57.7%THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:LOTS 35 AND 36 OF LA COSTA SOUTH UNIT NO. 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 6117, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 3, 1968.CUT:FILL:EXPORT:REMEDIAL:REPLACED IMPERVIOUS AREA:PROPOSED IMPERVIOUS AREA:GRADING INFORMATION:4,000CY500CY3,500CY3,500CY0SF31,810SFBUILDING A:BUILDING B: BUILDING C:BUILDING D:BUILDING E:BUILDING HEIGHT INFORMATION: FROM FINISH GRADE33'-11" with projections to 38'-7 1/2"33'-2"with projections to 38'-3"48'-2"with projections to 50'-11"47'-11'with projections to 50'-8 1/2"31-11" with projections to 36'-11"2016 CALIFORNIA RESIDENTIAL CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA ENERGY CODE2016 CALIFORNIA GREEN BUILDING CODE2016 CALIFORNIA FIRE CODEOWNER:RAM SETYABNR DEVELOPMENT 23800 VIA DEL RIO, YORBA LINDA, CA 92887ARCHITECT:MICHAEL FOXFOXLIN ARCHITECTS392 CAMINO DE ESTRELLASAN CLEMENTE CA 92672(949) 325-3001 TEL(949) 203-3339 FAXINFO@FOXLIN.COMLANDSCAPE ARCHITECT:PAT MURPHYSMP ENVIRON. DESIGNSUITE 20034197 PACIFIC COAST HWY.DANA POINT, CA 92629(949)443.1446INFO@SMPINC.NETSTRUCTURAL ENGINEER:KURT FISCHERKURT FISCHER STRUCTRUAL ENGINEERS17547 VENTURA BLVD. SUITE 302ENCINO, CA, 91316TELEPHONE: (818) 874-1445EMAIL: INFO@KFSENG.COMSOILS:RYAN BOHMERGEOSOILS5741 PALMER WAYCARLSBAD, CALIFORNIA 92010(760) 438-3155CIVIL / SURVEY:MICHAEL BENESH MLB ENGINEERING 404 S. LIVE OAK PARK ROADFALLBROOK, CA 92028760 731-6603MECHANICAL, ELECTRICAL, AND PLUMBING:ENVIRONMENTAL REPORTS:RINCON180 NORTH ASHWOOD AVE.VENTURA CA, 93003(805) 644-4455DEVELOPMENT:JOHN ALLENSTREAMLINE DEVELOPMENT GROUPPO BOX 99417 SAN DIEGO, CA 92169 (805) 889-0447 JOHN@STREAMLINEDEVEL-OPMENTGROUP.COMTHE PROJECT SCOPE INCLUDES 26 UNITS; 6 TOWNHOUSE STYLE WITH SEPARATE PARKING, 18 SINGLE STORY APARTMENTS, WITH SHARED AND PRIVATE GARAGES. MERGE TWO LOTS.SETBACKS FRONT YARD(WITH APPROVAL): INTERIOR SIDE YARD: REAR YARD: MAX LOT COVERAGE HEIGHT LIMIT10 FT5 FT10 FT60%35 FT REQUIRED:TWO PER 3 BEDROOM @ 18 UNITS TWO PER 2 BEDROOM @ 4 UNITONE PER 1 BEDROOM @ 4 UNITS TOTAL COMPACT -45% MAX COVERED / GARAGE NON-COVEREDADA VAN ACCESSIBLE368448NONE 24231 TOTALPROVIDED:GARAGED (2PER @ 14 UNITS): COVERED:ADA VAN PARKING:TOTAL:3612149MIN. AND MAX. LIMITS:USE: RESIDENTIALCATAGORY:OVER 20 UNITSIMPACT RATE:6 PER DWELLING UNITIMPACT CALC.:156 = 6 * 26duPEAK WEEKDAY:170.0 = 156(1.09)TRASH:WASTE MANAGEMENTWATER DISTRICT:CARLSBAD MUNICIPAL FIRE DISTRICT:6SEWER DISTRICT:LEUCADIA WASTEWATER DISTRICTSCHOOL DISTRICT:ENCINITAS UNIFIED SCHOOL DISTRICT1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE(F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITHCONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FORMEANS AND METHODS.DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/14/202011:00:05 AM4PLANNINGCOMMISSIONREV1/14/2020 11:00:05 AMBNR DEVELOPMENTTITLEG-001RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENTG-001 // TITLE // ISSUED: xVICINITY MAPPROJECT DATAGOVERNING CODESPROJECT DIRECTORYSHEET LIST#SHEET NAMEREVISIONGENERALG-001 TITLE4G-002 ADDITIONAL INFORMATION4G-003 BUILDING AREAS4G-004 SLOPE ANALYSIS4ARCHITECTURALA-101 SITE PLAN4A-102 PARKING DESIGN4A-110 FLOOR PLAN TYPE A4A-130 FLOOR PLAN TYPE B4A-150 FLOOR PLAN TYPE C, D & E4A-160 SITE ROOF PLAN4A-201 SITE ELEVATIONS4A-202 SITE ELEVATIONS4A-211 ELEVATIONS - BUILDING A4A-212 ELEVATIONS - BUILDING B4A-213 ELEVATIONS - BUILDING C & D4A-214 ELEVATIONS - BUILDING E4A-301 SECTIONS4A-302 SECTIONS4A-303 SECTIONS4A-304 SECTIONS4A-305 CONTEXT SECTIONS4A-900 3D RENDERINGS4A-901 3D RENDERINGS4A-902 MATERIALS BOARD4CIVILC-01 PRELIMINARY GRADING4C-02 DETAILS AND SECTIONS4C-03 DETAILS AND SECTIONS4LANDSCAPINGL-01 TITLE SHEET4L-02 CONSTRCUTION LAYOUT PLAN4L-03 CONSTRCUTION LAYOUT PLAN4L-04 CONSTRCUTION DETAILS4L-05 CONSTRCUTION SPECIFICATIONS 4L-06 MAINTENANCE RESPONSIBILITY PLAN 4L-07 TREE PLANTING LAYOUT4L-08 TREE PLANTING LAYOUT4L-09 SHRUB PLANTING LAYOUT4L-10 SHRUB PLANTING LAYOUT4L-11 PLANTING DETAILS4L-12 PLANTING NOTES4L-13 IRRIGATION TITLE SHEET4L-14 IRRIGATION HYDROZONE PLAN4VIEJO CASTILLA WAY, CARLSBAD CA 92009RESORT VIEW APARTMENTSSCOPE OF WORKZONING INFORMATIONPARKING DATATRAFFIC IMPACTAPPLICATIONS SUBMITTEDSITE DEVELOPMENT PLANSERVICES DIRECTORYAPN #s: 216-170-1400, 216-170-1500REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020ATTACHMENT 5
& And<ANGLE@ ATCENTERLINE# NUMBERº DEGREE(E) EXISTINGABV ABOVEAB ANCHOR BOLTACFL ACCESS FLOORACOUS ACOUSTICALACT ACOUSTICAL CEILING TILEAD AREA DRAINADD ADDENDUMADDL ADDITIONALADJ ADJUSTABLEADMIN ADMINISTRATIONAFF ABOVE FINISH FLOORAHU AIR HANDLING UNIT ALT ALTERNATEALUM ALUMINUMAMEND AMENDMENTANUN ANUNCIATORAP ACCESS PANELAPC ARCHITECTURAL PRECAST CONCRETEAPROX APPROXIMATEARCH ARCHITECTURAL/ARCHITECTAUTO AUTOMATICAWT ACOUSTICAL WALL TREATMENTBA BUILDING ACCESSORYBD BOARDBFE BOTTOM FOOTING ELEVATIONBG BUMPER GUARDBIT BITUMINOUSBKT BRACKETBLDG BUILDINGBLKG BLOCKINGBLW BELOWBM BEAMBO BY OWNERBOF BY OWNER FUTUREBOT BOTTOMBR BEDROOMBRG BEARINGBSMT BASEMENTBTWN BETWEENBULL BULLETINBUR BUILT-UP ROOFINGC CHANNELC DISP CUP DISPENSERCAB CABINETCANTL CANTILEVERCAP CAPACITYCAT CATEGORYCG CORNER GUARDCH COAT HOOKCJT CONTROL JOINTCI CONSTRUCTION ISSUEDCLG CEILINGCLR CLEARCM CONSTRUCTION MANAGERCO CASED OPENINGCOL COLUMNCOMB COMBINATION/-EDCONC CONCRETECONF CONFERENCECONN CONNECT/-ED/-IONCONST CONSTRUCTIONCONT CONTINUE/OUSCONTR CONTRACT/ORCORR CORRIDORCPT CARPETCT CERAMIC TILECTR CENTERCTSK COUNTERSUNKCUH CABINET UNIT HEATERCW CURTAIN WALLCW COLD WATERCYL CYLINDERD DEPTH OR DEEPDEMO DEMOLITIONDPR DEPRESSIONDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDISP DISPENSERDIST DISTRIBUTIONDIV DIVISIONDN DOWND.O. DOOR OPENINGGA GAUGEGAL GALLONSGALV GALVANIZEDGB GRADE BEAMGC GENERAL CONTRACTORGEN GENERATORGEN GENERALGL GLASSGWA GENERAL WORK AREAGR GRADEGYB GYPSUM BOARDGYPSHTG GYPSUM SHEATHINGH HEIGHT/HIGHHB HOSE BIBHD HAND DRYERHDCP HANDICAPHDR HEADERHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHPT HIGH POINTHR HANDRAILHT HEIGHTHTR HEATERHVAC HEATING, VENTILATING, AIR CONDITIONINGHW HOT WATERHWD HARDWOODIC INTERCOMID INSIDE DIAMETERIN INCHINSUL INSULATIONINT INTERIORISO ISOLATIONJAN JANITORJB JUNCTION BOXJST JOISTJT JOINTKO KNOCK OUTLAV LAVATORYLB POUNDLBS POUNDS (WIEGHT)LCD LINEAR CEILING DIFFUSERLF LINE FIGUREDLIN LINEARLKR LOCKERLMC LINEAR METAL CEILINGLOC LOCATION OR LOCATELPT LOW POINTLT LIGHTLTG LIGHTINGLVR LOUVERLWC LINEAR WOOD CEILINGM MIDDLEMAN MANUALMATL MATERIALMAX MAXIMUMMBD MARKER BOARDMC MEDICINE CABINETMECH MECHANICALMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURERMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMONO MONOLITHICMTL METALMPC METAL PAN CEILINGMPU MULTI-PURPOSE UNITMTD MOUNTEDMTR MOTORMULL MULLIONNA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNT NOTENTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROFF OFFICEOH OVERHEADOP OPERABLE PARTITIONOPER OPERATOROPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINPART PARTITIONPB PUSH BUTTONPC PRECAST CONCRETEPL PROPERTY LINEPLT PLATEPLAM PLASTIC LAMINATEPLBG PLUMBINGPLS PLASTERPLW PLYWOODPNL PANELPR PAIRPRELIM PRELIMINARYPRESS PRESSUREPRIM PRIMARYPROJ PROJECTIONPT PAINTPVC POLYVINYL CHLORIDEQT QUARRY TILER RISERRA RETURN AIRRAD RADIATIONRB RESILIENT BASERD ROOF DRAINRE RELOCATE EXISTINGREC RECESSEDREF REFERENCEREFR REFRIGERATORREG REGISTERREINF REINFORCE/-ED/-INGREM REMOVEREQD REQUIREDRET RETAININGREV REVERSEREV REVISERF RESILIENT FLOORRH ROOF HATCHRM ROOMRO ROUGH OPENINGRS ROUGH SLABS SINK/SUPPLY FANSCHED SCHEDULESD SHOWER DRAINSDM SMOKE DAMPERSDISP SOAP DISPENSERSECT SECTIONSECY SECRETARYSF SQUARE FOOTSFG STORE FRONT GLASSSH SHOWERSHD SHOWER HEADSHT SHEETSHTG SHEATHINGSIM SIMILARSL SEALERSLNT SEALANTSLV SLEEVESM SURFACE MOUNTEDSOG SLAB ON GRADESP STANDPIPESPEC SPECIFICATIONSSPR SINGLE PLY ROOFSQ SQUARESQ YD SQUARE YARDSS SERVICE SINKSST STAINLESS STEELST STREETSTI STONE TILESTC SOUND TRANSMISSIONSTD STANDARDSTL STEELSTN STONESTNL STONE LEDGESTOR STORAGESTR STRUCTURALSTS STEEL STRUCTURESUPV SUPERVISORSUSP SUSPENDEDSW STEEL WINDOWSSW SWITCHSWD SOFTWOODSYM SYMMETRICALT TOPTAN TANGENTTBD TACKBOARDTCAB TOWEL CABINETTDISP TISSUE DISPENSERTDR TRENCH DRAINTEL TELEPHONETEMP TEMPERATURETER TERRAZZOTG TONGUE & GROOVETHRES THRESHOLDTPH TOILET PAPER HOLDERTR TREADTRANSF TRANSFORMERTS TUBE SECTIONTV TELEVISIONTYP TYPICALU URINALUC UNDERCUTUFD UNDER FLOOR DUCTUG UNDERGROUNDUH UNIT HEATERUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUS UTILITY SHELFUTIL UTILITYVC VALVE CABINETVENT VENTILATIONVERT VERTICALVEST VESTIBULEVTR VENT THROUGH ROOFW WIDE FLANGEW/ WITHW/O WITHOUTWC WATER CLOSETWC WALL COVERINGWD WOODWDW WINDOWWG WALL GUARDWH WALL HYDRANTWHCH WHEELCHAIRWHTR WATER HEATERWPR WATERPROOFWR WASTE RECEPTACLEWS WEATHERSTRIPWSCT WAINSCOTWT WINDOW TREATMENTWT WEIGHTWW WOOD WINDOWWWF WELDED WIRE FABRICDOU DOUBLEDP DEMOUNTABLE PARTITIONDR DOORDS DOWNSPOUTDW DUMBWAITERDWG DRAWINGDWLS DOWELSEA EACHEC ELECTRIC CABINETEF EXHAUST FANEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJT EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMERG EMERGENCYENCL ENCLOSUREENTR ENTRANCEEO ELECTRICAL OUTLETEQ EQUALEQUIP EQUIPMENTES END SECTIONEWC ELECTRIC WATER COOLEREXC EXCAVATE/-ED/-IONCL101.AWindow SymbolInstance No.Door Tag00Building Gridlines1 AA1011SIM8'-0"NSectionSection No.Sheet No.North ArrowRoom No.Instance No.Room No.Detail CalloutExterior ElevationInterior ElevationCeiling HeightRoom LabelMatchlineRevision Cloud 1Dimension String1/4"1/2"3/4"Elev No.Sheet No.Detail No.Sheet No.Area ReferencedCeiling HeightFloor LevelA1011SIMDetail No. & Sheet No.Revision No.(Cloud aroundRevision optional)(Shaded portion faces side considered)Elev No.Sheet No.A1.121Project northTrue North1A101SIM1A101NameElevationAbsoluteRelative0"1"1"To StructureTo FinishWall Finish TypeWall Tag2x4 Wall2x6 WallRoof Finish TypeRoof TagRoof InstanceFloor TagAFloor Type MarkSimilar or Typical (TYP.)1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:40:04AM4PLANNINGCOMMISSIONREV1/13/2020 8:40:04 AMBNR DEVELOPMENTADDITIONALINFORMATION G-002RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT G-002 // ADDITIONAL INFORMATION // ISSUED: xABBREVIATIONSSYMBOLSREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
4511 SFC4575 SFD4329 SFE3084 SFA3086 SFB223 SFTRAREA 0 - 25% SLOPE.754 acAREA 25% - 40% SLOPE .084 ac50% USABLE.042 acAREA OVER 40%.015 acDEVELOPABLE AREA .773 acresIN FT33,671 ft²1827 SFSITE664 SFSITE445 SFA1450 SFA2425 SFA3423 SFB1452 SFB2450 SFB3426 SFDG3419 SFDG5407 SFDG6413 SFDG4426 SFDG2434 SFDG1375 SFCG3369 SFCG5406 SFCG6412 SFCG4406 SFCG2369 SFCG1473 SFAG1479 SFAG2441 SFAG3448 SFBG1486 SFBG2485 SFBG3677 SFDG21520 SFD1903 SFA1936 SFA2992 SFE1590 SFE2592 SFE3790 SFA3783 SFB1928 SFB2896 SFB31504 SFD21519 SFC11522 SFC21054 SFE488 SFE1D1533 SFD3859 SFA11627 SFA2RedundantAreaA3748 SFB1850 SFB2846 SFB31515 SFD41516 SFC31531 SFC4991 SFE5591 SFE6592 SFE71054 SFE886 SFE5D1533 SFD51515 SFD61531 SFC61509 SFC5247 SFA1D246 SFA2D224 SFA3D218 SFB1D239 SFB2D243 SFB3D1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/14/202010:59:43 AM4PLANNINGCOMMISSIONREV1/14/2020 10:59:43 AMBNR DEVELOPMENTBUILDING AREASG-003RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENTG-003 // BUILDING AREAS // ISSUED: x1" = 30'-0"1LOT COVERAGE2Site - LEVEL 023Site - LEVEL 03AREA SCHEDULE (GROSS)AREA / BUILDING AREA TYPEAREA % of Devleopable AreaExterior AreaNAN/A0 SF 0.0%ROAD ACIRCULATION0 SF 0.0%ROAD BCIRCULATION0 SF 0.0%SITEOPEN SPACE2491 SF 7.4%Exterior Area2491 SF 7.4%Gross Building AreaABUILDING3084 SF 9.2%BBUILDING3086 SF 9.2%CBUILDING4511 SF 13.4%DBUILDING4575 SF 13.6%EBUILDING4329 SF 12.9%TRBUILDING223 SF 0.7%Gross Building Area19809 SF 58.8%4Site - LEVEL 045Site - LEVEL 05UNIT SCHEDULE (DETAIL)UNITUNITTYPEAREA BEDS BATHSOPENSPACEPARKINGREQ.AFFORDABLE(LOW)ADAADAPTABLEAA1 A 2207 SF 3 3 60 SF 2 No YesA2 A 3012 SF 3 3 60 SF 2 No NoA3 A 1215 SF 3 3 60 SF 2 No No6435 SF 9 9 180 SF 6BB1 A 1954 SF 3 3 60 SF 2 No YesB2 A 2230 SF 3 3 60 SF 2 No NoB3 A 2192 SF 3 3 60 SF 2 No Yes6376 SF 9 9 180 SF 6CC1 B 1519 SF 3 3 60 SF 2 No YesC2 B 1522 SF 3 3 60 SF 2 No YesC3 B 1516 SF 3 3 60 SF 2 No YesC4 B 1531 SF 3 3 60 SF 2 No YesC5 B 1509 SF 3 3 60 SF 2 No YesC6 B 1531 SF 3 3 60 SF 2 No Yes9128 SF 18 18 360 SF 12DD1 B 1520 SF 3 3 60 SF 2 No YesD2 B 1504 SF 3 3 60 SF 2 No YesD3 B 1533 SF 3 3 60 SF 2 No YesD4 B 1515 SF 3 3 60 SF 2 No YesD5 B 1533 SF 3 3 60 SF 2 No YesD6 B 1515 SF 3 3 60 SF 2 No Yes9120 SF 18 18 360 SF 12EE1 C 992 SF 2 2 0 SF 2 Yes YesE2 D 590 SF 1 1 0 SF 1 Yes YesE3 D 592 SF 1 1 0 SF 1 Yes YesE4 E 1054 SF 2 2 0 SF 1 No YesE5 C 991 SF 2 2 0 SF 2 No YesE6 D 591 SF 1 1 0 SF 1 Yes YesE7 D 592 SF 1 1 0 SF 1 No YesE8 E 1054 SF 2 2 0 SF 1 No Yes6457 SF 12 12 0 SF 10GRAND TOTAL:3837515 SF 66 66 1080 SF 46*NOTE: THE "D" ON THE END OF UNIT NUMBER REPRESENTS A DECK THAT ISN'T PART OF UNIT AREA CALCULATION, BUT IS PART OF EGRESS CALCULATIONEGRESS LOAD CALCULATIONUNITUNITTYPEAREA BEDS BATHSOCCUPANCYTYPEOCCUPANTLOAD FACTOROCCUPANCYLOADAA1 A 2207 SF 3 3 R3 200 11A1D A 247 SF 0 0 N/A 0 0A2 A 3012 SF 3 3 R3 200 15A2D A 246 SF 0 0 N/A 0 0A3 A 1215 SF 3 3 R3 200 6A3D A 224 SF 0 0 N/A 0 07152 SF 9 9 32BB1 A 1954 SF 3 3 R3 200 10B1D A 218 SF 0 0 N/A 0 0B2 A 2230 SF 3 3 R3 200 11B2D A 239 SF 0 0 N/A 0 0B3 A 2192 SF 3 3 R3 200 11B3D A 243 SF 0 0 N/A 0 07077 SF 9 9 32CC1 B 1519 SF 3 3 R3 200 8C2 B 1522 SF 3 3 R3 200 8C3 B 1516 SF 3 3 R3 200 8C4 B 1531 SF 3 3 R3 200 8C5 B 1509 SF 3 3 R3 200 8C6 B 1531 SF 3 3 R3 200 89128 SF 18 18 46DD1 B 1520 SF 3 3 R3 200 8D2 B 1504 SF 3 3 R3 200 8D3 B 1533 SF 3 3 R3 200 8D4 B 1515 SF 3 3 R3 200 8D5 B 1533 SF 3 3 R3 200 8D6 B 1515 SF 3 3 R3 200 89120 SF 18 18 46EE1 C 992 SF 2 2 R3 200 5E1D C 88 SF 0 0 N/A 0 0E2 D 590 SF 1 1 R3 200 3E3 D 592 SF 1 1 R3 200 3E4 E 1054 SF 2 2 R3 200 5E5 C 991 SF 2 2 R3 200 5E5D C 86 SF 0 0 N/A 0 0E6 D 591 SF 1 1 R3 200 3E7 D 592 SF 1 1 R3 200 3E8 E 1054 SF 2 2 R3 200 56630 SF 12 12 32GRAND TOTAL 39107 SF 66 66 188REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
RESORT VIEW APARTMENTSLA COSTA GOLF COURSE177.77'209.80'200.83'8.99'177.32'THE AREA OF THE SITE WITH A GRADE OVER 40% SLOPE IS LESS THAN 10,000 SF. PER 21.95.140.B.1(C)THE AMOUNT OF CUT/FILL PER ACRE IS 5,653.25 WHICH IS UNDER THE 7999 CUBIC YD/ACRE ACCEPTABLE LIMIT.THE HIGHEST POINT ON THE SITE IS ALONG A SIDE YARD BETWEEN THE ADJACENT PROPERTIES. WE’RE GRADING EVERYTHING DOWN TO MATCH STREET LEVEL.1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:40:09AM4PLANNINGCOMMISSIONREV1/13/2020 8:40:09 AMBNR DEVELOPMENTSLOPE ANALYSIS G-004RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT G-004 // SLOPE ANALYSIS // ISSUED: 03/18/191" = 30'-0"1SITE SLOPE ANALYSISREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
DNDNSIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/6O/3O/3WWWWWWWWWO/*O/*O/*PPPƇ/*Ƈ/*Ƈ/*10' - 0"FRONT SETBACK10' - 0"5' - 0"REAR SETBACK10' - 0"SIDE SETBACK5' - 0"BUILDING CBUILDING DBUILDING ABUILDING E1 A-2012 A-2022 A-2011 A-2021 A-2113 A-2112 A-2114 A-2113 A-2131 A-2134 A-2132 A-2133 A-214BUILDING B75.29 ft68.51 ftP.L.P.L.11' - 3"SIDE YARD ENTRY SETBACK8 UNITSONE LEVEL APARTMENT DWELLINGS. (4) ONE BEDROOMS, (4) TWO BEDROOM.TWO LEVELS OF TYPE-V CONSTRUCTION OVER TYPE-I CONCRETE PODIUM.1 A-2144 A-2142 A-214LA COSTA GOLF COURSE(6) THREE BEDROOM WITH THREE LEVELS OF LIVING OVER ONE LEVEL OF PARKING. LOBBY SPACE ON ENTRY LEVEL. THREE LEVELS OF TYPE-V CONSTRUCTION OVER TYPE-I CONCRETE PODIUM(6) THREE BEDROOM UNITS WITH THREE LEVELS OF LIVING OVER ONE LEVEL OF PARKING. COMMUNITY GYM SPACE ON GROUND FLOOR.THREE LEVELS OF TYPE-V CONSTRUCTION OVER TYPE-I CONCRETE PODIUM(3) THREE BEDROOM TOWNHOUSES. EACH HAS PARKING AND BEDROOM WITH TWO LEVELS OF LIVING ABOVE. SEPARATE ROOFTOP DECK FOR EACH UNIT. (3) THREE BEDROOM TOWNHOUSES. EACH HAS PARKING AND BEDROOM WITH TWO LEVELS OF LIVING ABOVE. SEPARATE ROOFTOP DECK FOR EACH UNIT. TYPE-V CONSTRUCTION.VIEJO CASTILLA WAYNNOTES:1. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY 80-62. TOTAL IMPERVIOUS AREA: 21,576 SF3. FIRE PROTECTION SPRINKLER LEVEL NFPA 13 OR GREATER FOR ALL BUILDINGS4. ALL WINDOWS TO BE RECESSED A MINIMUM OF 3" FROM EXTERIOR SURFACE.R1R1R1R1R1BITUMOUS ROOFING WHITEMETAL FENCING. MAX 6' TALL. EXISTING1 A-2124 A-2122 A-2123 A-212BUILDING TO NORTHBUILDING TO WESTSAFTEY GATESAFTEY GATEADA ACCESS PATH0° 00' 00"200.83'SWLLLLLLLLLLLL90° 00' 00"177.32'NW0° 00' 00"209.80'NE90° 00' 00"177.77'NE2° 52' 05"8.99'NES-12S-2S-2S-2S-12S-2S-1S-1S-1S-2S-11S-2S-2S-12(E) 8" SEWER MAIN PER DWG 168-10.NOT ON DRAWING. 30' FROM P.L. SEE PRELIMINARY GRADING PLAN FOR FURTHER INFORMTAION1" WATER SERVICE & METERFIRE SPRINKLER SERVICE BLDG. A THRU E1" WATER SERVICE & METERBROW DITCH ON TOP OF LANDSCAPING RETAINING WALLS-12S-12ART SCULPTURE WITHIN FRONT YARD SETBACK PER LANDSCAPING. NOT TO EXCEED 42" IN HEIGHT1. ALL NOTES LABELED NOT IN PERMIT(NIP) ARE NOT PART OF THIS APPLICATION. 2. SOILS EXCAVATION, RECOMPACTION, AND GRADING TO FOLLOW PARAMETERS STATED IN GEOLOGICAL REPORT/UPDATE PREPARED BY GEOSOILS, INC. DATED APRIL 16, 2010.3. ALL NEW GRADED SLOPES SHALL BE NO STEEPER THAN 2H:1V 4. ALL SURFACE WATER MUST DRAIN AWAY FROM BUILDING, A MINIMUM OF 5% WITHIN FIRST 10' HORIZONTAL (2% FOR IMPERVIOUS SURFACES).5. ALL LOOSE FOUNDATION EXCAVATION MATERIAL SHALL BE REMOVED PRIOR TO COMMENCEMENT OF FRAMING. SLOPES DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED.6. ALL RETAINING WALLS SHALL BE PROVIDED WITH A SUBDRAIN SYSTEM TO PREVENT POSSIBLE HYDROSTATIC PRESSURE BEHIND THE WALL. 7. ALL ROOF AND PAD DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN ACCEPTABLE MANNER. IF WATER SHALL BE DISPERSED ON TO DESCENDING SLOPES, ACQUIRE SPECIFIC APPROVAL FROM THE GRADING SECTION AND THE CONSULTING GEOLOGIST AND/OR SOIL ENGINEER. 8. ALL DECK DRAINAGE SHALL BE COLLECTED AND CONDUCTED TO AN APPROVED LOCATION IN A NON-EROSIVE DEVICE. 9. CONTRACTOR TO REVIEW BOTH PROPOSED SITE DRAINAGE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS THAT DO NOT ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING AND OTHER STRUCTURES. DO NOT COMMENCE SITE DRAINAGE WORK UNTIL ALL DISCREPANCIES AND CONDITIONS HAVE BEEN REVIEWED BY ARCHITECT.10. ALL PIPING SHALL BE 4-INCH DIAMETER, U.O.N. NOTIFY ARCHITECT OF DISCREPANCIES OR UNDERSIZED PIPING SYSTEMS.11. ALL SOLID DRAINAGE PIPING SHALL HAVE A MINIMUM SLOPE OF 2% UNLESS OTHERWISE NOTED.12. 5% DRAINAGE AROUND/AWAY FROM BUILDING FOR A MINIMUM DISTANCE OF 10'. ALTERNATIVELY, SWALES WITH SLOPE OF 2% SHALL BE LOCATED WITHIN 10' OF BUILDING FOUNDATION. 13. ALL EXISTING TREES TO REMAIN, UNLESS OTHERWISE NOTED. PROTECT EXISTING TREES DURING ALL CONSTRUCTION OPERATIONS, AS NEEDED.14. ARCHITECT TO VERIFY ALL DRAIN LOCATIONS PRIOR TO THEIR INSTALLATION.15. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM E16. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE17. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED EV CAPABLE. PROPERTY LINESETBACKBUILDING FOOTPRINTEXISTING TREEHOSE BIBSITE LEGENDMETAL FENCEWOOD FENCELANDSCAPING WALLLOCATION OF UTILITY STUB-OUTS AND CLEAN-OUTSPROPOSED UTILITIESSITE NOTES*HEIGHTHB1iWALL TAGTYPEHEIGHT*HEIGHTS-2DECORATIVE MASONRY PAVINGSITE LANDSCAPING FINISH LEGENDS-12NATURAL GREY CONCRETE PAVINGS-22GARAGE DRIVEWAY AND APRON. DECORATIVE PAVERSS-1PRODUCTION CONCRETES-11ARCHITECTURAL TURF1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:40:16AM4PLANNINGCOMMISSIONREV1/13/2020 8:40:16 AMBNR DEVELOPMENTSITE PLAN A-101RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-101 // SITE PLAN // ISSUED: x1" = 10'-0"1SITE PLANREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
SIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.EXISTING TOPOGRAPHY A-3033209' - 9 1/2"VIEJO CASTILLA TO GOLF COURSEADJACENT PROPERTY BUILDING12347891012116ADA - VAN5ENTRY LOBBYSTREET ENTRYCOURTYARDAMENITIES132 SFMECHANICAL ROOM242219 2034 363331 32484745 46444321 233513 15 18172725 28 302916142637 38 4039 41 42TYPICAL8' - 6"8' - 0"8' - 6"10' - 0"10' - 0"TYPICAL20' - 0"TYPICAL20' - 0"20' - 0"TRASHTRASH49PROPOSED DRIVEWAYEXISTING TOPOGRAPHY44' - 7"41' - 9"45' - 5"42' - 7"1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:40:49AM4PLANNINGCOMMISSIONREV1/13/2020 8:40:49 AMBNR DEVELOPMENTPARKINGDESIGN A-102RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-102 // PARKING DESIGN // ISSUED: xPARKING SCHEDULETYPE COUNT DESCRIPTIONGARAGE36COVERED - ADA 1COVERED12PARKING TOTAL 491/16" = 1'-0"3DRIVEWAY SECTION - NORTH1/16" = 1'-0"1PARKING PLAN1/16" = 1'-0"4DRIVEWAY SECTION - SOUTHREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
UPDNUPDNDNDN DNDNDNUP UP UP445 SFA1450 SFA2425 SFA3423 SFB1452 SFB2450 SFB3473 SFAG1479 SFAG2441 SFAG3448 SFBG1486 SFBG2485 SFBG3ADA ACCESS FOR UNIT A1P.L.163 SFBED 03156 SFBED 03152 SFBED 0364 SFBATH64 SFBATH55 SFBATH106 SFCIRCULATION85 SFCIRCULATION160 SFCIRCULATION30 SFCLOSET30 SFCLOSET33 SFLAUNDRY32 SFLAUNDRY430 SFGARAGE463 SFGARAGE461 SFGARAGEP.L.4687 SFLIVING152 SFKITCHEN131 SFKITCHEN38 SFPOWDER42 SFPOWDER695 SFLIVING597 SFLIVING112 SFKITCHEN39 SFDECK42 SFDECK35 SFDECKJULIET BALCONY130 SFBED 02143 SFBED 02138 SFBED 02271 SFMASTER BEDROOM271 SFMASTER BEDROOM229 SFMASTER BEDROOMMASTER BATHMASTER BATHMASTER BATHBATHBATHBATHCLOSETCLOSETCLOSETMASTERCLOSETMASTERCLOSETMASTERCLOSET176 SFCIRCULATION178 SFCIRCULATION171 SFCIRCULATION221 SFROOF DECK242 SFROOF DECK239 SFROOF DECKSHARED ROOF(SOLAR)903 SFA1936 SFA2790 SFA3783 SFB1928 SFB2896 SFB3859 SFA11627 SFA2RedundantAreaA3748 SFB1850 SFB2846 SFB3247 SFA1D246 SFA2D224 SFA3D218 SFB1D239 SFB2D243 SFB3D1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:40:57AM4PLANNINGCOMMISSIONREV1/13/2020 8:40:57 AMBNR DEVELOPMENTFLOOR PLANTYPE A A-110RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-110 // FLOOR PLAN TYPE A // ISSUED: x5LEVEL 011/8" = 1'-0"1EAST SIDE VARIATION LEVEL 011/8" = 1'-0"2EAST SIDE VARIATION LEVEL 021/8" = 1'-0"3EAST SIDE VARIATION LEVEL 031/8" = 1'-0"4PLANNING A46LEVEL 027LEVEL 038LEVEL 04REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
DNUPDN UPUPDNDN UP1520 SFD11504 SFD21519 SFC11522 SFC210' - 2"11' - 7"12' - 1"21' - 0"6' - 0"10' - 9"14' - 11"12' - 0"374 SFLIVING85 SFDINING143 SFDECK106 SFKITCHEN128 SFBED 03123 SFBED 02180 SFMASTER BEDROOM374 SFLIVING108 SFKITCHEN85 SFDINING125 SFBED 0380 SFMASTER BATH36 SFBATH58 SFBATH37 SFLAUNDRY377 SFLIVING92 SFDINING106 SFKITCHEN150 SFBED 02113 SFBED 03184 SFMASTER BEDROOM101 SFMASTER BATH36 SFLAUNDRY58 SFBATH25 SFCLOSET25 SFCLOSET102 SFCIRCULATION37 SFBATH1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:41:01AM4PLANNINGCOMMISSIONREV1/13/2020 8:41:01 AMBNR DEVELOPMENTFLOOR PLANTYPE B A-130RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-130 // FLOOR PLAN TYPE B // ISSUED: x1" = 40'-0"2TYPE B - 021/8" = 1'-0"4BUILDING C LEVEL 03 & 04 (BUILDING D IS MIRRORED)1/8" = 1'-0"1BUILDING C LEVEL 02 (BUILDING D IS MIRRORED)REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
DNUPDNUP/1 A-150344 SFLIVING63 SFBATH491 SFLIVING43 SFBATH32 SFCLOSET146 SFBEDROOM125 SFBEDROOM71 SFADA BATH84 SFDECK165 SFBEDROOM165 SFBEDROOM11' - 10"11' - 1"16' - 10"992 SFE1590 SFE288 SFE1D5' - 0"12' - 2"11' - 10"/2 A-15010' - 7"162 SFBEDROOM346 SFLIVING152 SFBEDROOM434 SFLIVING64 SFBATH98 SFKITCHEN29 SFCLOSET63 SFBATH19 SFLAUNDRY164 SFBEDROOM43 SFBATH11' - 1"8' - 0"12' - 6"14' - 1"7' - 6"11' - 0"10' - 7"11' - 10"592 SFE31054 SFE41. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:41:04AM4PLANNINGCOMMISSIONREV1/13/2020 8:41:04 AMBNR DEVELOPMENTFLOOR PLANTYPE C, D & E A-150RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-150 // FLOOR PLAN TYPE C, D & E // ISSUED: x1/4" = 1'-0"2UNITS TYPE D1/4" = 1'-0"1UNITS TYPE EREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
SIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.SIGHT DISTANCE LINE, TYP.BUILDING CBUILDING DBUILDING ABUILDING EBUILDING BR1R1R1R1R1R1R1R1R1R1R1R1R1R1ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY 80-6NMECHANICAL EQUIPMENT1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:41:11AM4PLANNINGCOMMISSIONREV1/13/2020 8:41:11 AMBNR DEVELOPMENTSITE ROOF PLAN A-160RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-160 // SITE ROOF PLAN // ISSUED: 03/18/191" = 10'-0"1SITE ROOF PLANREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
E1 FF69' -9 3/4"A1 FF75' -7 1/2"BUILDING A - EASTBUILDING C - EASTBUILDING E - EASTC1 FF75' -1 3/4"C0 FF69' -7 1/4"A1+ 34' - 5"A1+ 31' - 7"C1+ 34' - 4"C0+ 48' - 2"E1+ 36' - 11"C0+ 39' - 5"S1A2A4A3S1A4A3A4A1A1A4A1A4A2A1+ 38' - 8"EXISTING GRADEC1+ 42' - 7"C0+ 50' - 11"A2GA1S1A4E1 FF69' -9 3/4"D1 FF76' -0"BUILDING B - WESTBUILDING D - WESTBUILDING E - WESTB286' -0"B1 FF77' -0 1/4"B1+ 33' - 1"D0+ 50' - 8"D0+ 47' - 11"E1+ 36' - 11"D0 FF69' -10"A4A1EF1A2A1A1A2W1A4A1W1GA1A3A2EF1EXISTING GRADED1+ 41' - 9"A3A2A2B2+ 29' - 3"B2+ 28' - 4"E1+ 31' - 11"E1+ 34' - 5"A1STUCCO -SMOOTH FINISH, WHITEA3STUCCO -SMOOTH FINISH, ACCENT COLORGGLASS / GLASS RAILINGM1METAL 01 -ANODIZED / PAINTEDW1WOOD FINISH 01EXTERIOR FINISH LEGENDAL1ALUMINUM -PAINTEDA2STUCCO -SMOOTH FINISH, GRAYEF1EXTERIOR FINISH 01D1DOOR FINISH -TBDS1STONE, WHITE RECTANGULARBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING E1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:42:52AM4PLANNINGCOMMISSIONREV1/13/2020 8:42:52 AMBNR DEVELOPMENTSITEELEVATIONS A-201RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-201 // SITE ELEVATIONS // ISSUED: x1/8" = 1'-0"1SITE ELEVATION EAST (VIEJO CASTILLA FRONTAGE)1/8" = 1'-0"2SITE ELEVATION WEST (REAR)REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
E1 FF69' -9 3/4"BUILDING C BEYONDBUILDING D BEYONDE1+ 36' - 11"A1A2GA4A2A1A3A1A4M1EXISTING GRADEE1+ 31' - 11"E1+ 34' - 5"A1 FF75' -7 1/2"B286' -0"BUILDING E BEYONDBUILDING C BEYONDBUILDING D BEYONDB1+ 33' - 2"A1+ 33' - 10"GA1A2A1A1A2D1M1A1+ 38' - 8"EXISTING GRADERAILING & LANDSCAPING WALLB2+ 29' - 3"B2+ 24' - 2"A1+ 33' - 10"B1+ 38' - 3"B1+ 33' - 2"A1STUCCO -SMOOTH FINISH, WHITEA3STUCCO -SMOOTH FINISH, ACCENT COLORGGLASS / GLASS RAILINGM1METAL 01 -ANODIZED / PAINTEDW1WOOD FINISH 01EXTERIOR FINISH LEGENDAL1ALUMINUM -PAINTEDA2STUCCO -SMOOTH FINISH, GRAYEF1EXTERIOR FINISH 01D1DOOR FINISH -TBDS1STONE, WHITE RECTANGULARBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING E1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:43:31AM4PLANNINGCOMMISSIONREV1/13/2020 8:43:31 AMBNR DEVELOPMENTSITEELEVATIONS A-202RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-202 // SITE ELEVATIONS // ISSUED: x1/8" = 1'-0"2SITE ELEVATION NORTH1/8" = 1'-0"1SITE ELEVATION SOUTH (GOLF COURSE FRONTAGE)REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
A1A2A1S1A1 FF75' -7 1/2"A285' -0"A396' -0"A4106' -0"A1+ 31' - 7"A3A1+ 38' - 8"A2EXISTING GRADEGAL1GS1A1A1 FF75' -7 1/2"A285' -0"A396' -0"A4106' -0"A1+ 33' - 10"EXISTING GRADEA3GA1A1A1 FF75' -7 1/2"A285' -0"A396' -0"A4106' -0"A2A1+ 38' - 8"EXISTING GRADEA2GA1 FF75' -7 1/2"A285' -0"A396' -0"A4106' -0"A1+ 20' - 4"A1+ 34' - 5"EXISTING GRADEA1+ 38' - 8"A1STUCCO -SMOOTH FINISH, WHITEA3STUCCO -SMOOTH FINISH, ACCENT COLORGGLASS / GLASS RAILINGM1METAL 01 -ANODIZED / PAINTEDW1WOOD FINISH 01EXTERIOR FINISH LEGENDAL1ALUMINUM -PAINTEDA2STUCCO -SMOOTH FINISH, GRAYEF1EXTERIOR FINISH 01D1DOOR FINISH -TBDS1STONE, WHITE RECTANGULARBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EELEVATION NOTES1. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY 80-61. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:44:08AM4PLANNINGCOMMISSIONREV1/13/2020 8:44:08 AMBNR DEVELOPMENTELEVATIONS -BUILDING A A-211RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-211 // ELEVATIONS -BUILDING A // ISSUED: x1/8" = 1'-0"4BUILDING A EAST1/8" = 1'-0"2BUILDING A NORTH1/8" = 1'-0"1BUILDING A SOUTH1/8" = 1'-0"3BUILDING A WESTREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
A1STUCCO -SMOOTH FINISH, WHITEA3STUCCO -SMOOTH FINISH, ACCENT COLORGGLASS / GLASS RAILINGM1METAL 01 -ANODIZED / PAINTEDW1WOOD FINISH 01EXTERIOR FINISH LEGENDAL1ALUMINUM -PAINTEDA2STUCCO -SMOOTH FINISH, GRAYEF1EXTERIOR FINISH 01D1DOOR FINISH -TBDS1STONE, WHITE RECTANGULARB286' -0"B396' -8"B4106' -8"B1 FF77' -0 1/4"B2+ 29' - 3"B2+ 24' - 2"27' - 4"GA1A2EXISTING GRADEB286' -0"B396' -8"B4106' -8"B1 FF77' -0 1/4"A4A1A3A2A2B1+ 33' - 8"B2+ 29' - 3"EXISTING GRADEB286' -0"B396' -8"B4106' -8"B1 FF77' -0 1/4"B1+ 33' - 8"B2+ 24' - 9"A2A2A3A225' - 9"27' - 10"EXISTING GRADEA1A2B286' -0"B396' -8"B4106' -8"B1 FF77' -0 1/4"B1+ 33' - 8"B1+ 30' - 10"B2+ 24' - 9"A3A129' - 9"EXISTING GRADEBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EELEVATION NOTES1. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY 80-61. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:44:44AM4PLANNINGCOMMISSIONREV1/13/2020 8:44:44 AMBNR DEVELOPMENTELEVATIONS -BUILDING B A-212RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-212 // ELEVATIONS -BUILDING B // ISSUED: 03/12/191/8" = 1'-0"1B SOUTH1/8" = 1'-0"2B NORTH1/8" = 1'-0"3B WEST1/8" = 1'-0"4B EASTREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
A1A1A3S1A4C1 FF75' -1 3/4"C286' -0"C396' -0"C4106' -0"C5116.00C0 FF69' -7 1/4"C1+ 45' - 5"C0+ 48' - 2"A1EXISTING GRADEA4A4A2A3A1A1A2A3A1C1 FF75' -1 3/4"C286' -0"C396' -0"C4106' -0"C5116.00C0 FF69' -7 1/4"C1+ 45' - 5"EXISTING GRADEGA1A2A2A1A4C1+ 45' - 5"C0+ 39' - 11"EXISTING GRADEA3C1 FF75' -1 3/4"C286' -0"C396' -0"C4106' -0"C5116.00C1+ 45' - 5"A4A1A2A3A239' - 11"EXISTING GRADEA1STUCCO -SMOOTH FINISH, WHITEA3STUCCO -SMOOTH FINISH, ACCENT COLORGGLASS / GLASS RAILINGM1METAL 01 -ANODIZED / PAINTEDW1WOOD FINISH 01EXTERIOR FINISH LEGENDAL1ALUMINUM -PAINTEDA2STUCCO -SMOOTH FINISH, GRAYEF1EXTERIOR FINISH 01D1DOOR FINISH -TBDS1STONE, WHITE RECTANGULARBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EELEVATION NOTES1. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY 80-61. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:45:29AM4PLANNINGCOMMISSIONREV1/13/2020 8:45:29 AMBNR DEVELOPMENTELEVATIONS -BUILDING C & D A-213RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-213 // ELEVATIONS -BUILDING C & D // ISSUED: x1/8" = 1'-0"3BUILDING C EAST1/8" = 1'-0"4BUILDING C WEST1/8" = 1'-0"2BUILDING C NORTH1/8" = 1'-0"1BUILDING C SOUTHREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
E1 FF69' -9 3/4"E391' -0"E4100' -0"E281' -0"E1+ 36' - 11"EXISTING GRADEE1+ 31' - 11"E1 FF69' -9 3/4"E391' -0"E4100' -0"E281' -0"E1+ 36' - 11"A2A1A2A2EXISTING GRADEE1+ 34' - 5"E1+ 31' - 11"A4A3GE1 FF69' -9 3/4"E391' -0"E4100' -0"E281' -0"E1+ 36' - 11"A2A1A4A4M1A1A2EXISTING GRADEE1+ 31' - 11"E1+ 34' - 5"A2A3E1 FF69' -9 3/4"E391' -0"E4100' -0"E281' -0"A4A1A1A3A1S1M1E1+ 36' - 11"EXISTING GRADEBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBUILDING CBUILDING DBUILDING ABUILDING BBUILDING E1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:46:07AM4PLANNINGCOMMISSIONREV1/13/2020 8:46:07 AMBNR DEVELOPMENTELEVATIONS -BUILDING E A-214RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-214 // ELEVATIONS -BUILDING E // ISSUED: x1/8" = 1'-0"3BUILDING E WEST1/8" = 1'-0"1BUILDING E SOUTH1/8" = 1'-0"2BUILDING E NORTH1/8" = 1'-0"4BUILDING E EASTREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
E1 FF69' -9 3/4"D1 FF76' -0"B286' -0"B1 FF77' -0 1/4"D0 FF69' -10"EXISTING TOPOGRAPHYP.L.P.L.33' - 9" TO EG42' - 0" TO FG47' - 6" TO FG37' - 5" TO EG25' - 4" TO EG34' - 4" TO FGEXISTING GRADE38' - 9" TO FG37' - 10" TO FG7' - 0"31' - 11" TO FG33' - 2" TO EGE1 FF69' -9 3/4"31' - 11" TO FGA1 FF75' -7 1/2"A285' -0"C1 FF75' -1 3/4"C0 FF69' -7 1/4"EXISTING TOPOGRAPHYP.L.P.L.75.140 ft75.797 ft75.630 ft48' - 0" TO FG46' - 2" TO EG33' - 9" TO EG35' - 3" TO EG33' - 8" TO EG34' - 3" TO FG38' - 8" TO FGEXISTING GRADE36' - 11" TO FG50' - 11" TO FGBUILDING CBUILDING DBUILDING ABUILDING BBUILDING E121. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:46:37AM4PLANNINGCOMMISSIONREV1/13/2020 8:46:37 AMBNR DEVELOPMENTSECTIONS A-301RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-301 // SECTIONS // ISSUED: 03/13/191/8" = 1'-0"1SITE SECTION 011/8" = 1'-0"2SITE SECTION 05REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
A1 FF75' -7 1/2"B286' -0"B396' -8"B4106' -8"B1 FF77' -0 1/4"A285' -0"A396' -0"A4106' -0"P.L.P.L.33' - 3"28' - 11"29' - 3"28' - 1"33' - 10"30' - 3"38' - 8"36' - 4"31' - 6"EXISTING GRADED1 FF76' -0"D4106' -0"D5116.00C1 FF75' -1 3/4"C286' -0"C396' -0"C4106' -0"D396' -0"D286' -0"C5116.0034' - 1" TO EG36' - 9" TO FG41' - 9" TO FG41' - 9" TO FG39' - 8" TO EG45' - 1" TO EG42' - 7" TO FGEXISTING GRADE44' - 7" TO FG50' - 11" TO FG45' - 5" TO FGBUILDING CBUILDING DBUILDING ABUILDING BBUILDING E121. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:47:15AM4PLANNINGCOMMISSIONREV1/13/2020 8:47:15 AMBNR DEVELOPMENTSECTIONS A-302RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-302 // SECTIONS // ISSUED: 03/13/191/8" = 1'-0"1SITE SECTION 041/8" = 1'-0"2SITE SECTION 02REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
O/6O/6O/6O/6O/6 78' - 0" 79' - 0" 80' - 0" 81' - 0" 82' - 0" 76' - 0" 77' - 0" 78' - 0" 79' - 0" 80' - 0" 81' - 0" 82' - 0" 75' - 0" DNO/6O/6O/6O/6O/6O/6 84' - 0" 85' - 0" 86' - 0" 81' - 0"
82' - 0"
83' - 0" 81' - 0" 82' - 0" 83' - 0" 84' - 0" 85' - 0" 86' - 0" 88' - 0" 89' - 0" 87' - 0" B286' -0"B PAD76.202 A-303EXISTING TOPOGRAPHYP.L.2' - 10"10' - 0"NEW TOPOGRAPHY3' - 8"E1 FF69' -9 3/4"D1 FF76' -0"4 A-3033 A-102B286' -0"B PAD76.20D0 FF69' -10"3 A-3031 A-3033' - 0"EXISTING TOPOGRAPHY6 7/8"18R12"TYPE A10R12"6 3/8"TYPE A5 A-3036 3/4"21R12"TYPE A11' - 2"86.08 ft86.08 ft86.13 ft84.83 ft4' - 9"9' - 9"81.14 ft78.50 ft75.34 ft75.34 ft82.50 ft85.49 ftPLANTING PER LANDSCAPING DRAWINGSPLANTING PER LANDSCAPING DRAWINGSEF1EF1EXISTING GRADEEXISTING GRADE2 A-3032' - 7"6' - 4"P.L.EXISTING TOPOGRAPHY LINEP.L.EXISTING TOPOGRAPHY LINENEW TOPOGRAPHY LINERETAINING WALLS2 A-30310' - 0"3' - 8"2' - 10"D1 FF76' -0"2 A-303D286' -0"D0 FF69' -10"P.L.EXISTING TOPOGRAPHY LINE2' - 10"2' - 10"
6' - 4"
10' - 0"1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:47:38AM4PLANNINGCOMMISSIONREV1/13/2020 8:47:38 AMBNR DEVELOPMENTSECTIONS A-303RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-303 // SECTIONS // ISSUED: 03/18/191/4" = 1'-0"1SITE STAIRS 01 A1/4" = 1'-0"2SITE STAIRS 01 B1/4" = 1'-0"3NORTH RETAINING WALL1/4" = 1'-0"4SOUTH RETAINING WALL1/4" = 1'-0"5SITE STAIR 021/4" = 1'-0"6SITE STAIRS WEST SIDE PLANREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
B286' -0"A285' -0"78.50 ft79.80 ft7.3%17' - 11 1/4"17.94'5' - 0"5'18' - 8"18.67'4' - 0 1/4"4.02'15' - 9 5/8"15.8'5' - 0"5'12' - 10 1/8"12.85'4' - 0"4'18' - 2 1/8"18.18'5' - 0"5'21' - 3 1/8"21.26'5' - 0"5'21' - 3 1/8"21.26'8' - 10 1/4"8.85'7.8%7.9%82.50 ft4.9%4.8%84.00 ft4.7%85.00 ft86.00 ft81.25 ft4.7%79' - 3"70' - 8"5 A-3043 A-3044 A-30483.13 ftB286' -0"B1 FF77' -0 1/4"1 A-304A285' -0"1 A-304BUILDING BBUILDING AHANDRAIL BOTH SIDESHANDRAIL BOTH SIDESHANDRAIL BOTH SIDES4.7%4.8%4.9%7.9%7.8%7.3%4.7%83.13 ft82.50 ft81.25 ft79.80 ft84.00 ft85.00 ft86.00 ft11' - 3"1 A-3041. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:47:42AM4PLANNINGCOMMISSIONREV1/13/2020 8:47:42 AMBNR DEVELOPMENTSECTIONS A-304RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-304 // SECTIONS // ISSUED: 06/12/191/8" = 1'-0"1SOUTH PEDESTRIAN ACCESS PATH SECTION1/4" = 1'-0"5SOUTH PEDEISTRIAN PATH CROSS SECTION 21/4" = 1'-0"3SOUTH PEDEISTRIAN PATH CROSS SECTION 11/8" = 1'-0"2ADA PATH PLAN1/4" = 1'-0"4SOUTH PEDEISTRIAN PATH CROSS SECTION 3REVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
(E) SPLIT LEVEL TOWNHOMES TO NORTHP.L.P.L.31' - 11" TO FG38' - 9"33' - 7" TO EG10' PER CODE(E) TWO STORY DEVLEPMENT WITH TALL ROOF TO WEST OF PROPERTY10' - 0"10' - 0"10' - 0"10' - 0"P.L.P.L.41' - 9"10' - 0"10' - 0"10' - 0"10' - 10"BUILDING CBUILDING DBUILDING ABUILDING BBUILDING E121. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:48:22AM4PLANNINGCOMMISSIONREV1/13/2020 8:48:22 AMBNR DEVELOPMENTCONTEXTSECTIONS A-305RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-305 // CONTEXT SECTIONS // ISSUED: 06/13/191" = 10'-0"1CONTEXT SECTION 011" = 10'-0"2CONTEXT SECTION 023CONTEXT SECTIONS LOCATION(E) BUILDING ACROSS VIEJO CASTILLA WAY. 2 STORIES OVER 1 PARKING LEVELREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
BUILDING CBUILDING DBUILDING ABUILDING BBUILDING EBACDE1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:48:24AM4PLANNINGCOMMISSIONREV1/13/2020 8:48:24 AMBNR DEVELOPMENT3D RENDERINGS A-900RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-900 // 3D RENDERINGS // ISSUED: 06/05/19CONTEXT VIEWS KEYBACDEREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
BUILDING CBUILDING DBUILDING ABUILDING BBUILDING EDABC1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:48:26AM4PLANNINGCOMMISSIONREV1/13/2020 8:48:26 AMBNR DEVELOPMENT3D RENDERINGS A-901RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-901 // 3D RENDERINGS // ISSUED: 06/05/19CONTEXT VIEWS KEYABCDREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. 3. AS-BUILT CONDITIONS TO BE VERIFIED.4. ALL DIMENSIONS SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK.Sheet TitleSheet NumberCLIENT5. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.6. DRAWINGS REPRESENT DESIGN INTENT ONLY - CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS. DateSizeRevision #24" x 36"392 camino de estrellasan clemente, california 92672949 325 3001 phone949 203 3339 faxfoxlin.com webinfo@foxlin.com emailJob #PROJECT ADDRESSarchitecturedesignconsultingDRAWING SETGENERAL NOTESSDP 2018-0022/HDP 2018-0006 (DEV2017-0225) RESORT VIEW APARTMENTSC:\Users\david\Desktop\RV Desktop\RV Revit\1710-Resort View-[19]-191226_Discretionary Submittal Final Set Edit.rvt1/13/2020 8:48:27AM4PLANNINGCOMMISSIONREV1/13/2020 8:48:27 AMBNR DEVELOPMENTMATERIALSBOARD A-902RESORT VIEW APARTMENTSPRE-DESIGNVIEJO CASTILLA WAYCARLSBAD, CA 920091710RESORT VIEW APARTMENTSVIEJO CASTILLA WAYCARLSBAD, CA 920091710BNR DEVELOPMENT A-902 // MATERIALS BOARD // ISSUED: 08/27/19ABCDEFGHITANDARK TANDARK BROWNISH GREYWARM GREYWHITESTONE TILE LIGHT TONEDECORTATIVE CONCRETE DRIVEWAYGLASS RAILINGSTONE TILE LIGHT TONEBACFHIDECBDD1. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY 80-62. ALL WINDOWS TO BE RECESSED A MINIMUM OF 3" FROM EXTERIOR SURFACE.BAIREVISION SCHEDULE#DISCRIPTIONBYISSUED TODATE4PLANNING COMMISSION REVDMCARLSBAD01/13/2020REVISION DATES# REVISION DATE4 01/13/2020
SDXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
BLDG. LINE(75.50) TC(75.00) FL(5.5%)N00° 03' 46"W 105.00'N00° 03' 45"W 84.15'N89° 56' 19"E 178.00'N89° 56' 19"E 178.00'N89° 56' 14"E177.32'N00° 03' 46"W 105.00'N00° 03' 46"W 105.00'D=3°44'06",L=20.86',R=320.00'(6.0%)(73.90) TC(73.40) FL0" CF74.26 FL2%10%0" CF75.51 FS6" CF74.44 FL/GB1%0.5%6" CF74.80 FL/GB1%74.85FS74.93FF75.10FF2"75.10FF3"4"74.93FF74.85FF74.77FFGARAGEGARAGEGARAGE75.30FS
2%75.30FS6" CF75.20 FS5%74.69FS
75.10FF74.77FS74.85FF6" CF74.70 FL/GB3%74.85
FS1.5%74.69FS3.5%74.77
FS
75.10FFGARAGEFF= 75.14PAD= 74.3FF= 69.37PAD= 68.6(5.8%)2%6" CF74.60 FL/GB74.77FF2.5%3.5%75.38FF2%75.38FF75.38FF75.30FS75.30FS75.30FS2%2%6" CF75.20 FS6" CF75.202"2"2"GARAGEGARAGEGARAGE2%2%75.55FF75.55FF75.55FFFF= 75.63PAD= 74.96" CF75.44 FL/GB2%6" CF76.15 FS6" CF75.55 FL6" CF75.64 FL6" CF75.77 FL0.5%6" CF75.80 FL75.82FS75.90FF76.07FF2"76.07FF3"4"75.90FF75.82FF75.74FFGARAGEGARAGEGARAGE75.66FS
76.07FF75.74FS75.82FF75.82FS75.66FS75.74FS
76.07FF75.74FF4%8%4%7%2%6%76.05FS76.13FFFF= 76.13PAD= 75.3Bldg. ABldg. BBldg. DBldg. CELEVATORELEVATOR6" CF76.15 FS6" CF76.15 FS6" CF76.17 FS6" CF76.20 FS6" CF76.25 FS6" CF76.25 FS2%6" CF76.25 FS3.3%6" CF76.25 FS6" CF76.25 F
S
2.9%6" CF76.25 FS
2.4%76.33FF76.33FF76.33FF76.33FF76.33FF2"2"2"GARAGEGARAGEGARAGE76.50FF76.50FF76.50FF76.50FF76.33FFFF= 76.58PAD= 75.880.8FS
84.8 TW
79.5 TF 80.8TW74.8 TF80.8 TW74.8 TF86.50FS86.1FS4%86.9FS2%86.3FL/HP85.8FL2%80.3FL
82.9FL1%81.4FS88.8 TW86.8 TF88.8 TW84.8 TF84.8 TW80.8 TF82.9FS85.55FS85.55FS80.8FS79.80FS78.50FS78.30FS86.1 TW78.1 TF2%(69.77) TC(69.27) FL(5.9%)(6.0%)(68.00) TC(67.50) FL6" CF68.26 FS2%10%6" CF69.77 FS(5.8%)6" CF68.21 FL6" CF68.60 FL9.6%0.5%6" CF68.71 FL68.92
FS69.00FF68.92FS68.92FS 5%69.00FF4"GARAGE69.33FF69.33FF5%6" CF68.71 FL4"GARAGE69.33FF4"69.33FF68.92FS6" CF68.715%5%68.23FL/HP68.92FS68.92FS5%8%69.37FS 69.37
FS
69.23FS69.37FS1%69.28FS6" CF69.09 FL75.28FS69.59FS
69.59FS2%LANDSCAPELANDSCAPE6" CF69.18 FLLANDSCAPELANDSCAPELANDSCAPETRASHTRASH6" CF69.18 FS69.39
FS69.39FS7%69.47FF4"GARAGE69.80FF69.80FF7%69.84FS69.84FS69.84FS68.23FL69.8FS80.0FS82.0TG2%74.7FL83.1TW
79.1 TF
75.1 TW68.1 TF75.1 TW67.4 TF71.9 TW67.9 TF68.11FL69.91FS68.60FS1.7%68.60FS68.60FSELEVATOR68.60FS3%68.50FS68.5FS68.60FS68.60FS68.50FS68.50FS68.50FS67.6FS4%BLDG. LINEBldg. EBLDG. LINE ABOVE2%GARAGE4"GARAGE4"80.8 TW78.8TF84.7 TW83.5 BW85.5 TW80.0 BW86.1 TW80.5 BW80.0 TG
75.9 I
N
VDRAIN PIPE THROUGH WALLA2A2EXIST. TREE TO BE REMOVED75.9 TW69.9 TF76.5 TW74.5 TF78.5 TW73.1 TF82.4 TW81.1 TF81.1 TW73.1 TF74.4 TG69.6 INVDRAIN PIPE THROUGH WALL1%SDSDSDSDSDSDPROP. INLET AND SD (TYP)2%(6.2%)7.5% RAMP5%80.9FS2%81.4FS84.4FS7.5%84.5FS
2%67.1FS2%67.2FS75.59FSSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD
6" CF
75.20 FS
6" CF75.55 FS75.1 TG73.7 INV76.4 TG75.1 INV81.7 TG75.1 INVPROP. INLET AND SD (TYP)85.5 TG74.7 INV85.5 TG74.20 INVB2B22%1.6%74.0 TG73.10 INV2%2%74.3FL
75.3 TW
72.6 TF
75.3 TW72.6 TF75.3 TW
73.3 TF75.10FS75.10FS74.8FS74.2FS74.21 TG72.6 INV69.00FF69.00FF
SDSDSDSDSDSDSDSDSDFMFMFMFMFMFMSD75.08 TG72.5 INV74.98 TG73.0 INV74.8073.3INVSDSD74.80 TG74.0 INV75.5FL75.3FL/TG67.1 TG66.4 INV68.03 FL67.03 INV68.60FS2.6%EX. ST. LIGHTPROTECT IN PLACEEX. CURB, GUTTER& SIDEWALK30'20'EX. 8" SEWER MAIN PER DWG 168-10WWPROP. 2" WATER SERVICE & METERW/BACKFLOW (BLDGS C, D & E)EX. SEWER LAT.USE FOR BLDG. EPROP. SEWER LAT.FOR BLDG. A, B & DC2E2D2E2G2PROP. INLET AND SD (TYP)PRECAST CONC.INLET (TYP)PRECAST CONC.. INLET (TYP)PROP. 20' DRIVE APPROACHPER SDRSD G-14A82.1 TW80.1 TF7.5%86.4FS86.8 TW82.8 TF80.9FS76.9 TG73.8 INVSSSF67.5FSSDEX. SEWER LAT.USE FOR BLDG. CSSSSSSSSSSSSSSSSSSSSSSSWWWW W W W W W W
W
67.2 TG66.5 INVSDSDSD72.8INV11' MIN.EX. WATER SERVICETO BE ABANDONEDCOVERED PARKINGCOVERED WALKWAYCOVERED PARKINGCOVERED PARKING68.6FS68.5FS68.60FS68.1FS68.0FS2%2%68.60FS68.50FS2%2.4%2.7%EX. SEWER MANHOLEWWEX. SDG&E VAULTEX. SDG&E TRANS.EX. TELE PED.EX. WALKWAYEXISTING RESIDENTIAL CONDOMINIUM BUILDINGFF = (67.3)EX. WALKWAY11.1'7.9'14.8'FMFMFMFM66.7INV24'3'24'3'5'10'4'4'5'10'1.7%68.8 TG67.8 INV69.0 TG68.2 INV69.80FF69.80FF69.47FF69.47FF69.47FF69.39FS7%69.39FS7%6" CF69.18 FL6" CF69.18 FS4%0.5%FF= 75.14PAD= 74.320'25'SD SD SD SD SD SD SD SDPROP. SEWER LATERAL& CLEANOUT (TYP)71.6INV75.55FF75.55FF75.55FF5%75.38FF75.38FF75.30FS FF= 75.63PAD= 74.9FF= 75.63PAD= 74.979.8 TG74.2 INV79.9FS 80.6 TG75.0 INV5%75.4 TG74.80 INV75.4 TG74.30 INV81.3FS81.9FS85.55FS85.5 TG75.0 INV82.8FS83.4FSSDSDSDSDSDSDSD81.2 TG74.7 INV2%PROP. INLET AND SD (TYP)86.50FS76.4 TG75.3 INV84.5FS86.50FS76.4 TG75.5 INV83.5 TG75.4 INV27.5'25'5'EX. ST. LIGHTPROTECT IN PLACEEX. UTILITY BOXESPROTECT IN PLACE78.5 TW75.2 TFSS
75.15FS75.53FS 75.45FS
75.55FS75.4 TG74.4 INV75.00FS75.20FS75.41FSLANDSCAPE75.75FS75.34FSH2H2I2I211'16'10'4'EXIST. TREE TO BE REMOVEDL3K37.6'10'4'EXIST. WATER SERVICETO BE ABANDONED81.9FS81.8FS2%2%5%1"1"1"1"1"1"FF= 76.58PAD= 75.8FF= 76.58PAD= 75.82%79.2 TG74.1 INV81.4 TG74.4 INV77.0 TG76.0 INV79.2 TG78.2 INV81.4 TG80.4 INV2'-8" RET. WALL (TYP)SDFMEX. 8" WATER MAINPER DWG 168-1010' (NTS)10' (NTS)PROP. 24' DRIVE APPROACHPER SDRSD G-14AEXIST. LOT LINETO BE REMOVED BYPARCEL MERGER75.14FF75.14FF5.77'5.77'6.29'76.13FF4%75.27FS2%2%3%3%PROP. SD PRESSURE MAINPROP. SD PRESSURE MAINTANK -1: 5426 CF DETENTION TANK67.7 BOT. ELEV. - 72.0 TOP ELEV.BF-2: 490 sf BIOFILTRATION66.17 FG INSIDE BASIN62.67 BOT. GRAVELPROP. SUMP PUMPSD67.7INVOUTFLOW MHPROP.CURB OUTLET TYPE ASDRSD D-25LANDSCAPEL.S.LANDSCAPE2%SD SD
SDSD0.6%SDSD0.5%68.02 FL67.03 INV5%66.3INV66.3INVPROP. OVERFLOW INLET67.0 TG - 63.17 INVPROP. OVERFLOW INLETPROP.OVERFLOWINLETPROP. OVERFLOW INLETBF-1: 304 sf BIOFILTRATION68.44 FG INSIDE BASIN64.94 BOT. GRAVELSDSDWWPROP.OVERFLOWINLET68.5
INV75.7 TG71.9 INVBF-4: 52 sf BIOFILTRATION74.9 FG INSIDE BASIN71.4 BOT. GRAVELBF-3: 48 sf BIOFILTRATION75.7 FG INSIDE BASIN72.2 BOT. GRAVELBF-5: 48 sf BIOFILTRATION75.7 FG INSIDE BASIN72.2 BOT. GRAVELSDSDSDSDSDSDSDSDSDSDSD66.70INV/FL67.0INV67.3INVSDSDSDSDSD76.5 TG72.7 INV76.5 TG72.7 INVINLET W/ PIPE THRU WALL (TYP)PROP. 1" WATER SERVICE & METERW/BACKFLOW FOR IRRIGATIONPOC 1Q100 (MIT.)= 0.33 CFSWWLANDSCAPEPROP. 2" WATER SERVICE & METERW/BACKFLOW (BLDGS A & B)PROP. FIRE SPRINKLER SERVICEFOR BLDGS A THRU EROCK DISSIPATERAT OUTLETROCK DISSIPATERAT OUTLETM3EXIST. RET. WALLN3PROP.CURB OUTLET TYPE ASDRSD D-25PROP. BROW DITCH TYPE BSDRSD D-75 (MODIFIED)O375.4 TG74.80 INV(68.6) TW(66.8) BW(68.6) TW
(67.0) BW
(68.6) TW(67.2) BW(68.6) TW(67.0) BW(68.6) TW(66.8) BWSEE WALKWAYNOTE ABOVESEE WALKWAYNOTE ABOVESEE WALKWAYNOTE ABOVELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELIVICREENIGNELANOISSEFORP
DE
RETSIGERScale: 1"=10'Feet20100Engineering404 South Live Oak Park Road, Fallbrook, CA 92028Phone 760 731-6603E-Mail: MLBenesh@pacbell.netPrepared By:Michael L. Benesh, RCE 37893Date1/7/2020ORIGINAL SCALE:LEGEND:IMPROVEMENTSDWG. NO. **SYMBOLQUANTITYPROJECT BOUNDARYCENTER LINEEASEMENT LINEFLOW LINE SWALEDAYLIGHT LINEAC OR CONC. PAVEMENT(SECTION TO BE DETERMINED BYSOILS ENGINEER)480 SFCONC. PAVEMENT/ WALKWAYS/PATIO (MATERIALS & FINISH PERLANDSCAPE PLANS)2183 SFBIO-FILTER PLANTER942 SFUNDERGROUND DETENTION TANK(R-TANK)5,426 CFA1-6 CURBAPWA 120-240 L.F.CURB OUTLET - TYPE AD-252 EACHRETAINING WALLPER STRUCTENGINEERBUILDING RETAINING WALLPER STRUCTENGINEER-PILE & LAGGING WALLPER STRUCTENGINEERSEWER (EXISTING)SEWER (PROPOSED)STORM DRAIN (PVC SCHED 40)66 LFDROP INLET48 EACHPRECAST CONC. INLETWATER MAIN (EXISTING)WATER MAIN (PROPOSED)FIRE SPRINKLER SERVICE(PROPOSED)2" POTABLE WATER SERVICE &BACKFLOW2 EACH1" IRRIGATION WATER SERVICE &BACKFLOW1 EACH** = ALL REFERENCED STANDARD DRAWINGS ARE AS PROVIDED IN SAN DIEGO REGIONAL STANDARDDRAWINGS UNLESS OTHERWISE SPECIFIED.////CUTFILLSSSDWWFEarthwork Quantities:CUT:4,000 CYFILL:500 CYEXPORT: 3,500 CYREMEDIAL: 3,500 CYTOTAL LOT AREA = 0.858 ACRES (37375 SF)TOTAL DISTURBED AREA = 0.858 ACRES (100%)(THIS AREA INCLUDES BUT IS NOT LIMITED TO TEMPORARY DISTURBANCES SUCH AS VEHICLE AND EQUIPMENTSTAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILLCUTS, SLOPE KEYWAYS, AND OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS.)TOTAL REPLACED IMPERVIOUS AREA = 0 SFTOTAL PROPOSED IMPERVIOUS AREA = 31,810 SFSee Sheet 2 for additional notes.SDP 2018-0022HDP 2018-0006ENGINEERING DEPARTMENT13PRELIMINARY GRADING PLAN FOR:RESORT VIEWVIEJO CASTILLA WAYAPNs 216-170-14 & 216-170-15PLAN DATE: 8/14/19 VIEJO CASTILLA WAYPIRINEOS WAYSiteNAVARRA DRIVESEE SHEET 3 FOR OFF-SITE TOPOSheet IndexNo. DESCRIPTION1PRELIMINARY GRADING PLAN2DETAILS & SECTIONS3DETAILS & SECTIONSSNote:All grading shall comply withrecommendations in GeoSoilsInc. report dated 2/4/19,and letters dated 8/29/19and 10/21/19 for thisproject.WALKWAY NOTE:AN ENCROACHMENT AGREEMENT IS REQUIRED FORENHANCED CONCRETE IN CITY ROW.
ENGINEERING DEPARTMENT23DETAILS & SECTIONS FOR:RESORT VIEWVIEJO CASTILLA WAYAPNs 216-170-14 & 216-170-15Engineering404 South Live Oak Park Road, Fallbrook, CA 92028Phone 760 731-6603E-Mail: MLBenesh@pacbell.netPrepared By:Michael L. Benesh, RCE 37893DateLIVICREENIGNELANOISSEFORP
DE
RETSIGERPLAN DATE: 8/14/191/7/2020ORIGINAL SCALE:SD DETENTION TANK DETAILNOT TO SCALEPLSection DSCALE: 1"=5'PROP. BLDG. B10'EX, GRADEPLPROP. RETAINING WALLSection ESCALE: 1"=5'4'4' MAXPROP. BLDG. D10'EX, GRADESWALEEX. RETAINING WALLSection GSCALE: 1"=5'5'PROP. BLDG. EEX, GRADECOMPACTED SOIL6" DEEPC.A.B.BELOWBASIN.36"±24"6"±12" SQUARE H-20 TRAFFICRATED GRATE.JENSEN 24" SQUAREPRECAST CONC. CATCHBASIN - BACKFILLEXCAVATION W/3-SACKSAND CEMENT SLURRY30" DEPTH6" MIN.4" PVC (SCHED 80) OUTLETPIPE - CONNECT TOINFILTRATION TRENCHRISER PIPEPAVEMENTSURFACE520-C-2500 CONCRETEMATCH CURB & GUTTERDIMENSIONS520-C-2500 CONCRETEMATCH CURB & GUTTERDIMENSIONSPrecast Conc. Inlet w/H-20 Traffic Rated GrateNOT TO SCALEPER PLANCONCRETE MORTARSLOPE TO PIPE OUTLET4" PVCINLETPIPE10-1/8" DEPTHDrop Inlet DETAILNOT TO SCALECOMPACTED SOIL9-3/8" WIDTH9" SQUARE ATRIUM GRATE IN LANDSCAPING9" SQUARE FLAT GRATE IN PAVEMENT.NDS 12" SQUARE TAPEREDPOLYPROPYLENE CATCHBASIN W/ U.V. INHIBITORS.8" MIN.4" PVC (SCHED 40)INLET/OUTLET PIPESLOPESLOPE60'30'30'20'Typical Section: Viejo Castilla WayNOT TO SCALEEX. AC PAVEMENTEX. CURB & GUTTER10'10'EX. SIDEWALK20'PROJECT SITEEX. CURB & GUTTEREX. SIDEWALKCLROWROW5.5'SDP 2018-0022HDP 2018-0006 9" NDS CB INSERTMODEL 900 FFFLEXSTORM62HD12PC-SFILTER BAG &FRAME.68.6 FFEX. WALKWAY(67.3) FFEX. BLDG.11.1'3'BLDG. C & D GARAGEPROP. DRAINAGE SWALE24'BLDG. E CARPORTCONC. V-GUTTER/CURB & GUTTERVARIES - 1% MIN.A.C. DRIVEWAYSection HSCALE: 1"=5'VARIES- 2% TO 8%2.5'BLDG. D GARAGEPROP. DRAINAGE SWALE25'BLDG. B GARAGECONC. V-GUTTER/CURB & GUTTERVARIES - 2% MIN.A.C. DRIVEWAYSection ISCALE: 1"=5'VARIES- 2% TO 8%5'BLDG. C GARAGEPROP. DRAINAGE SWALE25'BLDG. A GARAGECONC. V-GUTTER/CURB & GUTTERVARIES - 2% MIN.A.C. DRIVEWAYSection JSCALE: 1"=5'VARIES- 1% TO 5%Legal Description:LOTS 35 AND 36 OF LA COSTA SOUTH UNIT NO. 1, IN THE CITY OF CARLSBAD,COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOFNO. 6117, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.PLEX, GRADEPROP. RETAINING WALLSSection ASCALE: 1"=5'6'2'PROP. PAVEMENT5' MAX6' MAXPLPROP. RETAINING WALLSection BSCALE: 1"=5'4'CLEAR2' MAX6' MAXPROP. BLDG. A & B11.5'PLSection CSCALE: 1"=5'1'2' MAXPROP. BLDG. B11.5'SWALEEX, GRADEEX, GRADEREMEDIAL GRADINGTEMP 1:1 SLOPEPROP. PILE &LAGGING WALLREMEDIAL GRADINGTEMP 1:1 SLOPE76.05 FF BLDG A77.02 FF BLDG BRAILINGS WHENSLOPE > 5%77.02 FFPROP. WALKWAY4'MIN.REMEDIALGRADINGTEMP 1:1 SLOPEPROP. PILE &LAGGING WALLPLSHORINGREMEDIAL GRADINGTEMP 1:1 SLOPE77.02 FF76.13 FFREMEDIAL GRADINGTEMP 1:1 SLOPEPROP. WALKWAYPROP. WALKWAYVOLUME = 5,426 CF TO TOP OF OVERFLOW RISERAREA = 1,400 S.F.5' MIN.TW PER PLANTF PER PLANFS VARIES,SEE PLANFS VARIES,SEE PLAN5' MIN.3'±6'±(68.6±) TW(66.9±) BWFS PER PLANFL PER PLANFS PER PLANFS PER PLANFL PER PLANFS PER PLANFS PER PLANFL PER PLANFS PER PLANSWALETW PER PLANTF PER PLANTW PER PLANTW PER PLANTF PER PLAN3' MAX5' MIN.5' MIN.PLAN VIEWNOT TO SCALE48" DIA. MONITORING MANHOLE(JENSEN PRECAST OR EQUIV.)FINISHED GRADESECTION 1-1NOT TO SCALEPVC PIPE OUTLETOVERFLOW DRAINRISER W/ORIFICE1-1-FLOW CONTROL ORIFICE(0.4" DIA.)4.25'12" PVC OVERFLOW RISERPVC PIPE OUTLETR-TANKW/IMPERMEABLE LINERPIPE INLETS SEE GRADING PLAN4.08'FLOW CONTROL NOTCH(10" VERT X 2" HOR)PVC PIPE OUTLET48" DIA. MONITORING MANHOLE(JENSEN PRECAST OR EQUIV.)MANHOLE ACCESSR-TANKW/IMPERMEABLE LINER10'140'Biofiltration Planter DetailNOT TO SCALE6" Min.10" Ponding DepthSquare Overflow DrainSized for Q100PVC Outlet PipeTop of GrateElev. per PlanDimensions per PlanDrought Resistant Vegetation (SD-7)18" Amended SoilsMin. Inf. Rate = 5"/hr.Max. Inf. Rate = 10"/hrSee Amended SoilsComposition Table belowPipe InvertElev. per Plan3" Hardwood Mulch16" Min.Conc. Planter Wall (typ)6" Perforated PVC (SDR-35)Pipe 6" above Bottom of Basinw/Filter Sock over Pipe 67.7 BOTTOM72.0 TOPPROP. PILE &LAGGING WALLPROP. SD1' BROW DITCH TYPE BSDRSD D-75 (MODIFIED)Benchmark:DESCRIPTION: CLSB020ROD W/CAP STAMPED LS 6215 SET 220' W. ROMERIA ST. ON S. SIDE OF LA COSTA AVENUE. 5' BACK OFCURB.LOCATION:LAT 33°05'08.34848"N LONG 117°14'42.99942 WFROM THE INTERSECTION OF ROMERIA STREET AND LA COSTA AVENUE GO W. ON LA COSTA 220' TOTHE POINT ON THE LEFT. MONUMENT IS ON S. SIDE OF LA COSTA AVENUE. 5' BACK OF CURB.RECORDED: ROS 17271ELEVATION: 104.25 DATUM: NGVD 29Source of TopographyTOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROMINFORMATION GATHERED ON FEBRUARY 20, 2018 BY MLB ENGINEERING.TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.Project Address:VIEJO CASTILLA WAYCARLSBAD, CA 92009Owner/Developer:BNR INVESTMENT & DEVELOPMENT, LLC23800 VIA DEL RIOYORBA LINDA, CA 92887(714) 692-9120Traffic:26 Residential UnitsAverage Daily Traffic = 6 Trips per x 26 units = 156trips per day.Water Demands: (CMWD)Average Daily Residential Demand (ADD) = 250 gallonsper day/unit x 26 units = 6500 gpd or 4.5 gpmPeak Hourly Demand = 4.5 gpm x 2.3 = 10.4 gpmLandscape Water Demand (per Landscape Plans) =81,468 gallons/year = 223 gpd Sewer Generation: (LUECADIAWASTEWATER DISTRICT)Average Daily Flows (ADF) = 220 gallons per day / unitx 26 units = 5720 gpd or 0.006 MGDPeak Daily Flows = 2.5 x 0.006 MGD = 0.015 MGDProject Location:THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS 216-170-14 & 15.THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT 334-16891111R-TANKVARIES3.4' TO 3.8'7.5'10'1' BROW DITCH TYPE BSDRSD D-75 (MODIFIED)2' MIN.1'BF-2EX. RET.WALL6" Washed Pea Gravel (Filter Course)15" Deep Class 2 Permeable MaterialsCALTRANS Specification 68-1.025(Storage Layer)Amended Soils CompositionBSMCompositionWashed SandCompostVolume70-85%15-30%PROP. PILE &LAGGING WALLTOP OF WALLBELOW F.G.PROP. PILE &LAGGING WALLTOP OF WALLBELOW F.G.GEOGRID 12" ABOVE R-TANK PER GEOTECHNICALENGINEER'S RECOMMENDATIONSNOTE:THE GEOTECHNICAL ENGINEER HAS RECOMMENDED THE USE OF VIBRO PIERS IN THE FOUNDATION OF THEBUILDINGS TO REDUCE REDUCE ANY POTENTIAL LOAD STRESSING OF THE DETENTION TANK SYSTEM AND TOPROTECT AGAINST THE REDUCTION IN BEARING CAPACITY OF THE SOILS IN THE EVENT THE LINER IS TORN,PUNCTURED OR DEGRADED PER LETTER DATED 10/21/19.COVER VARIES2.7' MIN.STORM DRAINSTORM DRAIN
XXXN00° 03' 46"W 105.00'N00° 03' 46"W 105.00'6" C75.77 F6" CF75.80 FL7F75.90FF76.07FF2%6" CF76.17 FS6" CF76.20 FS5 FS2%76.50FF76.33FF80.8FS
84.8 TW
79.5 TF 80.8TW74.8 TF80.8 TW74.8 TF86.1FS4%86.9FS2%86.3FL/HP85.8FL2%80.3FL
82.9FL1%88.8 TW86.8 TF88.8 TW84.8 TF6" CF69.18 FS39
FS 7%69.47FF69.80FF68.23FL69.8FS80.0FS82.0TG2%74.7FL83.1TW
79.1 TF
75.1 TW68.1 TF75.1 TW67.4 TF71.9 TW67.9 TF68.60FS80.8 TW78.8TF84.7 TW83.5 BW85.5 TW80.0 BW86.1 TW80.5 BW80.0 TG
75.9 I
NVA2
A2EXIST. TREE TO BE REMOVED75.9 TW69.9 TF76.5 TW74.5 TF78.5 TW73.1 TF82.4 TW81.1 TF81.1 TW73.1 TF74.4 TG69.6 INV1%PROP. INLET AND SD (TYP)2%2E2D2E26.4FS10'4'4'4%86.50FSEXISTING RESIDENTIAL CONDOMINIUM BUILDINGFF = (78.0)EXISTING RESIDENTIAL CONDOMINIUM BUILDINGFF = (81.0)11'16'10'4'EXIST. TREE TO BE REMOVEDK310'4'LAEXIST. RET. WALLLIVICREENIGNELANOISSEFORP
DERETSIGERScale: 1"=10'Feet20100Engineering404 South Live Oak Park Road, Fallbrook, CA 92028Phone 760 731-6603E-Mail: MLBenesh@pacbell.netPrepared By:Michael L. Benesh, RCE 37893Date1/7/2020ORIGINAL SCALE:SEE SHEET 1 FOR GRADING PLANOFF-SITE TOPOSCALE: 1"=10'PLEX. RETAINING WALLSection LSCALE: 1"=10'5'EX, GRADE68.6 FFEX. WALKWAYBF-2(67.3) FFEX. BLDG.11.1'PL3'-4" WALLEX, GRADEBUILDING ETRASH ENC.DRIVEWAYDRIVEWAY81.6 TWPROP. WALKWAYSection KSCALE: 1"=10'PLPL(81.0) FFEX. RETAINING WALLEX. BLDG.BUILDING DBUILDING C5'-4" WALLEX, GRADEPROP. WALKWAYPROP. WALKWAY2' WALLVIEJO CASTILLA WAYENGINEERING DEPARTMENT33DETAILS & SECTIONS FOR:RESORT VIEWVIEJO CASTILLA WAYAPNs 216-170-14 & 216-170-15PLAN DATE: 8/14/1968.2 FL69.59 FS76.1 TC69.12 FL75.15 FL2'-8" WALL2'-8" WALL2'-8" WALL79.4 TW77.2 TW82.3 FS85908075706585908075706576.0 FS76.0 FS75.0 FS75.0 FS(73.1) TCSection MSCALE: 1"=5'PROP. BLDG. C8'1.6'±'1.2'±VIEJO CASTILLA WAY2' MIN.BF-1Section NSCALE: 1"=5'PROP. BLDG. B17.5'3.33'2' MIN.BF-53.33'4'BF-32' MIN.PROP. BLDG. APLSection OSCALE: 1"=5'4'CLEAR1'2' MAXPROP. BLDG. A & B11.5'EX, GRADEPROP. PILE &LAGGING WALLREMEDIAL GRADING76.05 FF BLDG A77.02 FF BLDG BRAILINGS WHENSLOPE > 5%PROP. WALKWAY1' BROW DITCH TYPE BSDRSD D-75 (MODIFIED)TW VARIESMIN. 6" ABOVE FG0.25' MIN.2% ±2% ±75.5 FGR-TANKPLPL6"3" CONCRETEFORM CONCRETEAROUND PILINGWHERE OCCURS.Modified D-75 DrainSCALE: 1"=2'Q100 = 0.1 cfsDn = 0.13'Slope = 2% Min.9"STORM DRAIN
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From:Cliff Jones
To:Melissa Flores
Subject:FW: NOTICE: SDP-2018-0022/HDP-2018-0006(Dev-2017-0225)
Date:Tuesday, February 04, 2020 2:51:22 PM
Resort View public comment.
Sincerely,
Cliff Jones
Senior Planner
Community Development Department
City of Carlsbad
1635 Faraday Ave.
Carlsbad, CA 92008
www.carlsbadca.gov
760-602-4613 | Cliff.Jones@carlsbadca.gov
Appointment-Based Submittals and Resubmittals
Appointments can be made by phone or email:
Phone: 760-602-2723
Email: devappt@carlsbadca.gov
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From: Matt Kurlan <>
Sent: Sunday, February 2, 2020 2:51 PM
To: Cliff Jones <Cliff.Jones@carlsbadca.gov>
Subject: NOTICE: SDP-2018-0022/HDP-2018-0006(Dev-2017-0225)
Dear Mr. Jones,
I believe the original prospectus for this project described a 2-story building. But I am
vehemently opposed to the proposed 4-story building to be built directly across the streetfrom our own condo.
The name, "Resort View Apts.", seems misplaced considering that, as the tallest building in La
Costa, it would be obstructing views from all the neighboring residences! Furthermore, a 4-
story building does not fit with the golf course/ country club "feel" of La Costa, so it wouldhave a negative impact on both the spirit & investment value of the area.
A project of this density does not belong in La Costa. I believe the developer should reset their
goals to a 2-story building. They should not be allowed to pursue their own profits at theexpense of the existing community.
Sincerely,
Matt Kurlan
Carlsbad, CA 92009
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sender and know the content is safe.
February 4, 2020
City of Carlsbad
Planning Commission
Re: Resort View Apartments
Dear Planning Commission, and City Attorney,
The California Renters Legal Advocacy and Education Fund (CaRLA)submits this
letter to inform the Planning Commission that they have an obligation to abide by all
relevant state housing laws when evaluating the site development plan and hillside
development permits for the Resort View Apartment proposal,including the Housing
Accountability Act GOV 65589.5,which requires approval of zoning and general plan
compliant projects unless findings can be made regarding specific,objective,written health
and safety hazards.
As you are well aware,California remains in the throes of a statewide crisis-level
housing shortage.New housing such as this is a public benefit;it will bring increased tax
revenue,new customers to local businesses,decarbonization in the face of climate crisis,
but most importantly it will reduce displacement of existing residents into homelessness or
carbon-heavy car commutes.This development will also bring much needed affordable
housing to Carlsbad without any need for public subsidy,though the city’s inclusionary
housing program. We urge the Planning Commission to approve this proposal.
CaRLA is a 501(c)3 non-profit corporation whose mission includes advocating for
increased access to housing for Californians at all income levels,including low-income
households.While no one project will solve the regional housing crisis,the proposed Resort
View Apartments development is the kind of housing Carlsbad needs to mitigate
displacement,provide shelter for its growing population,and arrest unsustainable housing
price appreciation. You may learn more about CaRLA at www.carlaef.org.
Sincerely,
Dylan Casey
Executive Director
California Renters Legal Advocacy and Education Fund
Yes In My Back Yard
1260 Mission St
San Francisco, CA 94103
hello@yimbylaw.org
2/4/2020
Carlsbad Planning Commission
City Council Chamber
1200 Carlsbad Village Drive
Carlsbad, CA 92008
planning@carlsbadca.gov; clerk@carlsbadca.gov;
Via Email
Re: Resort View Apartments
SDP 2018-0022
Dear Carlsbad Planning Commission,
Yes In My Back Yard submits this letter to inform you that the Carlsbad Planning Commission
has an obligation to abide by all relevant state housing laws when evaluating the above
captioned proposal, including the Housing Accountability Act (HAA).
California Government Code § 65589.5, the Housing Accountability Act, prohibits localities
from denying housing development projects that are compliant with the locality’s zoning
ordinance or general plan at the time the application was deemed complete, unless the locality
can make findings that the proposed housing development would be a threat to public health
and safety. The most relevant section is copied below:
(j)When a proposed housing development project complies with applicable,objective general plan
and zoning standards and criteria,including design review standards,in effect at the time that the
housing development project's application is determined to be complete,but the local agency
proposes to disapprove the project or to approve it upon the condition that the project be developed
at a lower density,the local agency shall base its decision regarding the proposed housing
development project upon written findings supported by substantial evidence on the record that
both of the following conditions exist:
(1)The housing development project would have a specific,adverse impact upon the public
health or safety unless the project is disapproved or approved upon the condition that the
project be developed at a lower density.As used in this paragraph,a "specific,adverse
impact"means a significant,quantifiable,direct,and unavoidable impact,based on
objective,identified written public health or safety standards,policies,or conditions as they
existed on the date the application was deemed complete.
(2)There is no feasible method to satisfactorily mitigate or avoid the adverse impact
identified pursuant to paragraph (1),other than the disapproval of the housing development
project or the approval of the project upon the condition that it be developed at a lower
density.
. . .
(4)For purposes of this section,a proposed housing development projectis not inconsistent
with the applicable zoning standards and criteria,and shall not require a rezoning,if the
housing development project is consistent with the objective general plan standards and
criteria but the zoning for the project site is inconsistent with the general plan.If the local
agency has complied with paragraph (2),the local agencymay require the proposed housing
development project to comply with the objective standards and criteria ofthe zoning which
is consistent with the general plan,however,the standards and criteria shall be applied to
facilitate and accommodate development at the density allowed on the site by the general
plan and proposed by the proposed housing development project.
The applicant proposes the construction of a 26-unit residential apartment project consisting
of three, three-story buildings and two, four-story buildings.
The above captioned proposal is zoning compliant and general plan compliant,therefore,your
local agency must approve the application,or else make findings to the effect that the
proposed project would have an adverse impact on public health and safety,as described
above.
Yes In My Back Yard is a 501(c)3 non-profit corporation,whose mission is to increase the
accessibility and affordability of housing in California.
I am signing this letter both in my capacity as the Executive Director of Yes In My Back Yard,
and as a resident of California who is affected by the shortage of housing in our state.
Sincerely,
Sonja Trauss
Executive Director
Yes In My Back Yard
YIMBY Law, 1260 Mission St, San Francisco, CA 94103
From:Cynthia Molina
To:Planning
Subject:Resort View Appartments
Date:Wednesday, February 05, 2020 10:52:53 AM
RE: NOTICE: SDP-2018-0022/HDP-2018-0006(Dev-2017-0225) "Resort View Apts."
Attention Cliff Jones,
I am a resident of Carlsbad and live on VIEJO CASTILLA WAY for 21 years and
currently we face parking issues on a daily basis .Some days there is not one parking
spot on VIEJO CASTILLA WAY There are so many condos homes on this street and
Narava. In the event of a fire there is only one way out up to La Costa Ave majordisaster because and so many people live in this small area..
If this Appartments are built not only will we create even more parking problems but it
will block our view to the golf course and take equity value away from our property
current value ..I ask the city to evaluate come and count the amount of cars trucks onour streets It is constant noise Trash trucks coming all hours of the day and night I
think every Condominium property is on a different day for pick up .Over the years
this place has become unbearable in noise level there are to many people in a small
area This will definitely devalue our property value in La Costa.Please consider what I have to say and please do not allow four stories it will
completely block our beautiful views of our La Costa Golf Coarse
Thank you for you time in reading this matter
Cynthia Molina
Board Treasurer
Flave LaCosta Condominium
Homeowners Association
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