HomeMy WebLinkAbout2020-04-15; Planning Commission; ; CDP 2019-0032 (DEV2019-0133) – LOVE RESIDENCESingle Family Coastal Development Permit
Item No.
Application complete date: March 5, 2020
P.C. AGENDA OF: April 15, 2020 Project Planner: Esteban Danna
Project Engineer: Kyrenne Chua
SUBJECT: CDP 2019-0032 (DEV2019-0133) – LOVE RESIDENCE - Request for approval of a Coastal
Development Permit to allow for the construction of a new 2,535-square-foot single-
family residence with an attached two-car garage within the Mello II Segment of the city’s
Local Coastal Program located at 4615 Telescope Avenue within Local Facilities
Management Zone 1. The project site is not within the appealable area of the California
Coastal Commission. 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
15303(a) – construction of a single-family residence – of the State CEQA Guidelines.
I.RECOMMENDATION
That the Planning Commission ADOPT Planning Commission Resolution No. 7367 APPROVING Coastal
Development Permit CDP 2019-0032 based upon the findings and subject to the conditions contained
therein.
II.PROJECT DESCRIPTION AND BACKGROUND
Project Site/Setting: The 0.18-acre (7,865 square feet) project site is located at 4615 Telescope Avenue
as shown on the attached location map. The site topography ranges from approximately 289 feet above
mean sea level (AMSL) along the front property line adjacent to Telescope Avenue to an approximate
range of 302-311 feet AMSL along the rear property line. The lot was graded at the time when the rest of
the neighborhood was developed. The structure is proposed to be built on the relatively flat building pad
at the center of the lot. Table “A” below includes the General Plan designations, zoning and current land
uses of the project site and surrounding properties.
TABLE A
Location General Plan Designation Zoning Current Land Use
Site R-4 (Residential)R-A-10000 Vacant
North R-4 (Residential)R-A-10000 Single-Family Residence
South R-4 (Residential)R-A-10000 Single-Family Residence
East R-4 (Residential)R-A-10000 Single-Family Residence
West R-4 (Residential)R-1-15000 Single-Family Residence
2
CDP 2019-0032 (DEV2019-0133) – LOVE RESIDENCE
April 15, 2020
Page 2
Proposed Residential Construction: The project consists of the construction of a new 2,535-square-foot
single-family residence with an attached 554-square-foot two-car garage. The proposed home will be a
single story above a two-car garage. The home is designed to work with existing slope conditions, which
slope up toward the rear of the property. At its highest point, the height of the home is 28’ – 3.5”, which
is below the maximum allowed height of 30 feet. The contemporary architectural style is compatible with
the existing homes throughout the neighborhood. The exterior is proposed to be finished in hardy plank
siding, with cable rails on the front stairs, and energy-efficient asphalt composition roof shingles.
Proposed Grading: Estimated grading quantities include 313 cubic yards (cy) of cut and 7 cy of fill with
306 cy of export. A grading permit will be required for this project.
III. ANALYSIS
The project is subject to the following regulations and requirements:
A. R-4 Residential General Plan Designation;
B. R-A Residential Agriculture Zone (CMC Chapter 21.08);
C. Coastal Development Regulations for the Mello II Segment of the LCP and Coastal
Resource Protection Overlay Zone (CMC Chapter 21.203);
D. Inclusionary Housing Ordinance (CMC Chapter 21.85); and
E. Growth Management (CMC Chapter 21.90).
The recommendation for approval of this project was developed by analyzing the project’s consistency
with the applicable city regulations and policies. The project’s compliance with each of the above
regulations is discussed in detail in the sections below.
A. General Plan Land Use Designation
The General Plan Land Use designation for the property is R-4 Residential, which allows for residential
development at a density range of 0 to 4 dwelling units per acre (du/ac) with a Growth Management
Control Point (GMCP) of 3.2 du/ac. The project site has a net developable acreage of 0.18 acres; at the
3.2 GMCP, 0.58 dwelling units are allowed. Although the project’s proposed density of 5.76 du/ac exceeds
the R-4 density range of 0 to 4 du/ac, one single-family dwelling unit is permitted to be constructed on a
legal lot that existed as of October 28, 2004 per policy 2-P.7 of the General Plan. The subject lot was
legally created prior to October 28, 2004 (Map No. 10925 recorded on May 1, 1984); therefore, the
development of the subject lot with one single-family home is consistent with the R-4 General Plan Land
Use designation.
B. R-A Residential Agricultural Zone (R-A-10000)
The project is required to comply with all applicable regulations and development standards of the
Carlsbad Municipal Code (CMC) including the R-A Residential Agricultural Zone (R-A-10000). The
proposed project meets or exceeds all applicable requirements of the R-A-10000 zone (Shown in Table B
below).
CDP 2019-0032 (DEV2019-0133) – LOVE RESIDENCE
April 15, 2020
Page 3
TABLE B – R-A-10000 ZONE DEVELOPMENT STANDARDS
STANDARD REQUIRED/ALLOWED PROPOSED COMPLY
Front Yard Setback 20 feet 20 feet Yes
Side Yard Setback 6 feet 7 feet Yes
Rear Yard Setback 12 feet 18’ – 8” Yes
Max Building Height 30 feet 28’ – 3.5” Yes
Lot Coverage 40 percent 39 percent Yes
Parking Two-car garage (20’x20’) Two-car garage (20’x20’) Yes
C. Conformance with the Coastal Development Regulations for the Mello II Segment of the Local
Coastal Program (CMC Chapter 21.201) and Coastal Protection Resource Overlay Zone (CMC
Chapter 21.203)
1. Mello II Segment of the Certified Local Coastal Program and all applicable policies.
The project site is located within the Mello II Segment of the Local Coastal Program and is not located in
the appeal jurisdiction. The subject site has an LCP Land Use Plan designation of R-4 Residential, which
allows for a density of 0-4 du/ac and 3.2 du/ac at the Growth Management Control Point (GMCP). The
project density is consistent with the R-4 General Plan Land Use designation as discussed in Section A
above. Therefore, the project is consistent with the Mello II Segment of the LCP.
The project consists of the construction of a new 2,535-square-foot single-family residence with an
attached two-car garage in an area designated for residential development. The proposed single-story-
above-garage single-family residence is compatible with the surrounding development of one- and two-
story single-family structures. The proposed residence will not obstruct views of the coastline as seen
from public lands or the public right-of-way, nor otherwise damage the visual beauty of the coastal zone.
No agricultural uses currently exist on the previously graded site, nor are there any sensitive resources
located on the developable portion of the site. The proposed single-family residence is not located in an
area of known geologic instability or flood hazard. Since the site does not have frontage along the
coastline, no public opportunities for coastal shoreline access are available from the subject site.
Furthermore, the residentially designated site is not suited for water-oriented recreation activities.
2. Coastal Resource Protection Overlay Zone
The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC
Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the city’s Master Drainage Plan,
Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management
Program (JRMP) to avoid increased urban run-off, pollutants and soil erosion. No development is
proposed in areas of steep slopes (equal to or greater than 25% gradient) and none of the native
vegetation located on the subject property will be disturbed. In addition, the site is not located in an area
prone to landslides, or susceptible to accelerated erosion, floods or liquefaction.
D. Inclusionary Housing Ordinance (CMC Chapter 21.85)
For any residential development of less than seven (7) units, the inclusionary housing requirement may
be satisfied through the payment of an inclusionary housing in-lieu fee. The proposal to construct one
single-family residential dwelling unit has been conditioned to pay the applicable affordable housing in-
lieu fee for one unit prior to the issuance of a building permit.
CDP 2019-0032 (DEV2019-0133) – LOVE RESIDENCE
April 15, 2020
Page 4
E. Growth Management
The proposed project is located within Local Facilities Management Zone 1 in the Northwest Quadrant of
the city. The impacts on public facilities created by the project, and its compliance with the adopted
performance standards, are summarized in Table C below.
TABLE C – GROWTH MANAGEMENT COMPLIANCE
Standard Impacts Compliance
City Administration N/A Yes
Library N/A Yes
Waste Water Treatment 1 EDU Yes
Parks N/A Yes
Drainage 0.67 CFS/Basin B Yes
Circulation 10 ADT Yes
Fire Station No. 1 Yes
Open Space N/A N/A
Schools Carlsbad (E=.3536/M=.1036/HS = .0959) Yes
Sewer Collection System 1 EDU Yes
Water 550 GPD Yes
IV. ENVIRONMENTAL REVIEW
This project is exempt from CEQA per the exemptions listed below:
(1) Section 15303(a) of CEQA exemptions (Class 3) exempts the construction of single-family
residences in urbanized areas from environmental review.
A Notice of Exemption will be filed by the City Planner upon project approval.
ATTACHMENTS:
1. Planning Commission Resolution No. 7367
2. Location Map
3. Disclosure Form
4. Reduced Exhibits
5. Exhibit(s) “A” – “J” dated April 15, 2020
SKYLINE RDTELESCOPE AVHI
G
H
R
I
D
G
E
A
V
SPYGLASSCT
MAC ARTH
U
R
A
V
CDP 2019-0032
Love Residence
SITE MAP
J
SITE
E
L
C
AMINO
R
E
A
LLA COSTA AV
A L G A R DCARLSBAD
B
L
ATTACHMENT 2
ATTACHMENT 3
:ETAD:YBDEDIVORPSGNIWARD:ELACS
:TEEHSREVISION TABLENUMBER DATE REVISEDBY DESCRIPTION
GENERAL NOTES
PROJECT DATA
PROJECT TEAM ABBREVIATIONS SYMBOL LEGEND APPLICABLE CODES INDEX OF DRAWING
VICINITY MAPGENERAL NOTES
SCOPE OF WORK
4615 Telescope Ave., Carlsbad, CA
T-1 TITLE SHEET
ARCHITECTURAL
A-1 SITE PLAN
A-2 MAIN LEVEL FLOOR PLAN
A-3 GARAGE LEVEL FLOOR PLAN
A-4 ROOF PLAN
A-5 MAIN & GARAGE LEVEL ELECTRICAL PLANS
A-6 ELEVATIONS
A-7 ELEVATIONS
A-8 SECTIONS
A-9 SECTIONS
APN: 207-385-20-00
LEGAL: LOT 6 TR 10925
DESIGNER: TRAVIS DEAL
DRAFTER: ANDRES SAAVEDRA
1320 GRAND AVE. #2
SAN MARCOS, CA 92072
(760) 809-0545
1. AS A MINIMUM STANDARD, ALL CONSTRUCTION WORK SHALL COMPLY
WITH ALL APPLICABLE ADOPTED ZONING ORDINANCES, BUILDING CODES,
BUILDING DEPARTMENT SUPPLEMENTAL PROCEDURES AND NEWSLETTERS
AND NFPA BULLETINS.
2. THE GENERAL CONTRACTOR, THE SUBCONTRACTOR, AND MATERIAL
SUPPLIERS SHALL REFER TO THE DRAWINGS, SCHEDULES AND
SPECIFICATIONS AS WHOLE DETERMINING THE CONSTRUCTION
REQUIREMENTS FOR THE PROJECT.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL
AREAS ON THE PROJECT WHICH REQUIRE TOLERANCES BETWEEN ROUGH
OPENINGS AND/ OR FINISH MATERIALS AND PROVIDE FOR THE PROPER
TOLERANCES TO COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH
THE REQUIREMENTS OF THE CONTRACTOR DOCUMENTS.
4. ALL DRAWINGS, SCHEDULES AND SPECIFICATION IN THE BID PACKAGE
ARE TO BE CONSIDERED EQUAL PARTS OR THIS CONTRACTOR PACKAGE,
THE CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE RESPONSIBLE
FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS, SCHEDULE, AND
SPECIFICATIONS, INCLUDING CIVIL, ARCHITECTURAL, STRUCTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL, ALL DISCREPANCIES, OMISSIONS
OR ERRORS THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT IN WRITING PRIOR TO THE SUBMISSION OF BIDS SO THAT
CLARIFICATION MAY BE ISSUED.
5. ANY WORK PERFORMED IN CONFLICT WITH ANY PART OF THE CONTRACT
DOCUMENTS OR CODE REQUIREMENT SHALL BE CORRECTED BY THE
CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER
OR ARCHITECT.
6. PRIOR TO THE START OF CONSTRUCTION, THE GENERAL CONTRACTOR
SHALL VERIFY LOCATION OF TRANSFORMERS AND UNDERGROUND UTILITIES
WITH APPROPRIATE UTILITY COMPANIES, IN ADDITION, THE GENERAL
CONTRACTOR SHALL VERIFY THE ACTUAL STATIC WATER PRESSURE AT THE
PROPERTY LINE AND REPORT THE FINDINGS IN WRITING TO THE ARCHITECT
AND MECHANICAL ENGINEER PRIOR TO THE START OF CONSTRUCTION.
7. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE
RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH THE WORK OF
OTHERS, SUB-CONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO
THEM, WHICH MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND
IS ADEQUATE PRIOR TO COMMENCING THEIR WORK.
8. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON
PLANS, SECTIONS AND DETAILS. DIMENSIONS ARE TO FACE OF STUD OR
SLAB UNLESS OTHERWISE NOTE ON DRAWINGS. DO NOT SCALE DRAWINGS.
9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ITEMS
AND PROCEDURES DURING THE TERM OF CONSTRUCTION.
10. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED AND THE BUILDING
SHALL NOT BE USED FOR ANY PURPOSE UNTIL TOILETS AND EXIST
FACILITIES ARE PROVIDED UNDER SEPARATE PERMIT.
ZONE:R-4 RES / AG
YEAR BUILT:-
CONSTRUCTION TYPE: RESIDENTIAL
OCCUPANCY TYPE: -
CONSTRUCTION SHALL CONFORM TO:
GOVERNING CODES:
THIS PROJECT SHALL COMPLY WITH THE FOLLOWING
MODEL CODES:
-2016 CBC (CALIFORNIA BUILDING CODE)
-2016 CMC (CALIFORNIA MECHANICAL CODE)
-2016 CPC (CALIFORNIA PLUMBING CODE)
-2016 CFC (CALIFORNIA FIRE CODE)
-2016 CEC (CALIFORNIA ELECTRICAL CODE)
-2016 CRC (CALIFORNIA RESIDENTIAL CODE)
-2016 CGBSC (CALIFORNIA GREEN BUILDING STANDARDS
CODE)
-2016 CBEES (CALIFORNIA BUILDING ENERGY EFFICIENCY
STANDARDS)
-STATE OF CALIFORNIA ENERGY CONSERVATION
REQUIREMENTS (T-24)
THE EXISTING HOUSE IS NOT SPRINKLERED.
A MINIMUM OF 65% NON-HAZARDOUS CONSTRUCTION
AND DEMOLITION DEBRIS WILL BE RECYCLED OR
SALVAGED FOR REUSE IN ACCORDANCE WITH EITHER
SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE
STRINGENT LOCAL CONSTRUCTION AND DEMOLITION
WASTE MANAGEMENT ORDINANCE (CAL GREEN SECTION
4.408.1)
THE DISCHARGE OF POLLUTANTS TO ANY STORM
DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE
PETROLEUM BY PRODUCTS, SOIL PARTICULATES,
CONSTRUCTION WASTE MATERIALS, OR WASTE WATER
GENERATED ON CONSTRUCTION SITES OR BY
CONSTRUCTION ACTIVITIES SHALL BE PLACED,
CONVEYED, OR DISCHARGED INTO THE STREET, GUTTER
OR STORM DRAIN SYSTEM.
THE FINISH GRADE AND IMPERVIOUS SURFACES SHALL
DRAIN AWAY FROM THE FOUNDATION WALL AT A
MINIMUM SLOPE OF 2% OR SHALL FALL 6 INCHES WITHIN
THE FIRST 10 FEET WHERE POSSIBLE.
A FOUNDATION FORMS CERTIFICATION THAT IS
CERTIFIED BY A LICENSED LAND SURVEYOR MAY BE
REQUIRED BY THE BUILDING INSPECTOR AT THE FIRST
FOOTING INSPECTION.
A.B. ANCHOR BOLT
A.C. AIR CONDITIONING
ACOUST. ACOUSTICAL
A.D. ACCESS DOOR/ AREA DRAIN
ADD. ADDENDUM OR ADDITION
ADJ. ADJUSTABLE
A.E.F.F. ABOVE EXISTING FINISH FLOOR
ALUM. ALUMINUM
ALT. ALTERNATE
&AND
∠ANGLE
ANOD. ANODIZE
ARCH. ARCHITECT(URAL)
ASPH. ASPHALT
@ AT
BD. BOARD
BTWN. BETWEEN
B.F. BOTTOM OF FOOTING
BLDG. BUILDING
BLKG. BLOCKING
BM BEAM
B.N. BOUNDARY NAIL
B.O. BOTTOM OF
BOT. BOTTOM
BRG. BEARING
BSMT. BASEMENT
B.U. BUILT-UP
C. CHANNEL
CER. CERAMIC
C.B. CATCH BASIN
C.I.P. CAST-IN-PLACE
C.J. CONTROL JOINT
CL CENTERLINE
CLG. CEILING
CLR. CLEAR(ANCE)
CMU CONCRETE MASONRY UNIT
CLST. CLOSET
C.O. CLEAN OUT
COL COLUMN
CONC. CONCRETE
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
COORD. COORDINATE
CORR. CORRIDOR
CSK COUNTERSINK
CTR. CENTER
D.A. DAMP PROOFING
D.F. DRINKING FOUNTAIN
DBL DOUBLE
DIA./Ø DIAMETER
DIAG. DIAGONAL
DIAPH. DIAPHRAGM
DIM. DIMENSION
D.L. DEAD LOAD
DN. DOWN
DS. DOWNSPOUT
DTL. DETAIL
DWG. DRAWING
DWLS. DOWELS
DWR. DRAWER
EA. EACH
E.B. EXPANSION BOLT
E.J. EXPANSION JOINT
EL. ELEVATOR
ELEC. ELECTRIC(AL)
ELEV. ELEVATION
E.N. EDGE NAIL
ENC. ENCLOSURE
EQ. EQUAL
EQUIP. EQUIPMENT
E.W. EACH WAY
E.W.C. ELECTRIC WATER COOLER
EXT. EXTERIOR
EXIST. EXISTING
F.B. FLAT BAR
F.D. FLOOR DRAIN
FDN. FOUNDATION
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
F.F. FINISH FLOOR/
FACTORY FINISHF.F.E. FINISHED FLOOR ELEVATION
F.P.E. FINISHED PAVING ELEVATION
F.G. FINISHED GRADE
F.H.C. FIRE HOSE CABINET
FIN. FINISH
FLR. FLOOR
FLUOR. FLUORESCENT
F.N. FIELD NAILING
F.O.B. FACE OF BRICK
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.P. FACE OF PANEL
F.O.S. FACE OF STUD
FT. FOOT/FEET
FTG. FOOTING
F.S. FLOOR SINK
GA. GAUGE
GALV. GALVANIZED
G.I. GALVANIZED IRON
GL. GLASS
GLB GLU-LAM BEAM
GYP. BD. GYPSUM BOARD
H.C. HOLLOW CORE
HDR. HEADER
HDWR. HARDWARE
HGR. HANGER
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
HVAC HEATING, VENTILATING AND
AIR CONDITIONING
H.W. HOT WATER
I.D. INSIDE DIAMETER
REF REFEREMCE
REINF REINFORCING
REQ(D) REQUIRED
REQMTS. REQUIREMENTS
RESIL. RESILIENT
RET RETAIN(ING)
RM ROOM
R.O. ROUGH OPENING
S SOUTH
S.C. SOLID CORE
SCHED. SCHEDULE
S.F. SQUARE FEET
SHT. SHEET
SIM SIMILAR
S.M.F.E. SURFACE MOUNTED FIRE
EXTINGUISHER
SPEC. SPECIFICATION
SQ. SQUARE
S.S. STAINLESS STEEL
STAGG. STAGGERED
STD. STANDARD
STIFF. STIFFENED
STR. STRUCTURAL
STL. STEEL
SYM. SYMMETRICAL
T. TREAD
T.C. TOP OF CURB/
TOP OF CONCRETE
T&G TONGUE AND GROOVE
THR THRESHOLD
T.I. TENANT IMPROVEMENT
T.J. TOOLED JOINT
T.N. TOE NAILED
T.O.C. TOP OF CURB
T.O.S. TOP OF SLAB
T.O.W. TOP OF WALL
TRANS. TRANSVERSE
TYP. TYPICAL
U.B.C. UNIFORM BUILDING CODE
U.N.O. UNLESS NOTED OTHERWISE
V.C.T. VINYL COMPOSITION TILE
VENT VENTILATOR/ VENTILATION
VERT VERTICAL
V.R. VAPOR RETARDER
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W WEST
WDW WINDOW
W/ WITH
W.GL. WIRE GLASS
W.H. WATER HEATER
W/O WITHOUT
WP WATERPROOF
W.P.J. WEAKENED PLANE JOINT
W.R. WATER RESISTANT
IN. INCH
INCL INCLUDED
INSUL INSULATION
INT. INTERIOR
JAN. JANITOR
JST. JOIST
JT. JOINT
KIT. KITCHEN
KJ. KEYED JOINT
LAM. LAMINATED
LAV. LAVATORY
MAS. MASONRY
M.O. MASONRY OPENING
MATL. MATERIAL
MAX. MAXIMUM
MECH. MECHANICAL
MEMB. MEMBRANE
MET. METAL
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
N NORTH
N.A. NOT APPLICABLE
N.I.C. NOT IN CONTRACT
N.T.S NOT TO SCALE
NO. NUMBER
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.F. OVERFLOW/ OUTSIDE FACE
O.F.C.I. OWNER FURNISHED/
CONTRACTOR INSTALLED
O.F.O.I. OWNER FURNISHED/
OWNER INSTALLED
O.H. OPPOSITE HAND/ OVERHEAD
OPN'G OPENING
OPP OPPOSITE
⅊PROPERTY LINE
PERIM. PERIMETER
PERPL. PERPENDICULAR
PLAM. PLASTIC LAMINATE
PLAS. PLASTER
PLAST. PLATIC
P.D. PLANTER DRAIN
PLYWD PLYWOOD
R. RISE
R.C.P REFLECTED CEILING PLAN
R.D. ROOD DRAIN
SEP 2019
SQUARE FOOTAGE BREAKDOWN
LOT SIZE:7,865 S.F.
AREA OF HOUSE:2,535 S.F.
AREA OF PORCH:554 S.F.
STAIRS:51 S.F.
ROOF DECK:213 S.F.
GARAGE:554 S.F.
-
N
E
W
R
E
S
I
D
E
N
C
E
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
,
5
3
5
S.F. w/ A ROOF DECK OF 213 S.F., 554 S.F. PORCH AND 554
S.F. GARAGE UNDER RESIDENCE
X
XX
AX.X 13
4
2
AX.X
X
1
C
1
A
A
1
14
2
100
11
DETAIL:
DETAIL NUMBER
SHEET WHERE DRAWN
SHEET WHERE DRAWN
ELEVATION NUMBER
INTERIOR ELEVATION:
SECTION NUMBER
SHEET WHERE DRAWN
BUILDING SECTION:
CENTER LINE
FACE DIMENSION
CENTER LINE DIMENSION
ELEVATION
FINISH ELEVATION
FINISH MATERIAL
GRID OR COLUMN LINE
TRUE NORTH
WINDOW TYPE
NORTH
WALL TYPE
KEYNOTE
REVISION
ROOM NUMBER
DOOR NUMBER
ALIGN - TYPICAL
ATTACHMENT 4
PL
PL
PL
PL
PL
PL
PL
PLPL
CL
CL
CL
CLCL
CL
CL
Δ
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL
PL
PL PL
:ETAD:YBDEDIVORPSGNIWARD:ELACS
:TEEHSREVISIONTABLENUMBERDATEREVISEDBYDESCRIPTION
SITE PLAN
SCALE: 1/8"=1'-0"N
BMP'S LEGEND
PDS 659
PDS 659
BROW DITCH
BERM
DIRECTION OF LOT DRAINAGE
MATERIALS & WASTE MANAGEMENT BMP's
WM-1
WM-4
WM-8
WM-5
WM-9
WM-6
MATERIAL DELIVERY & STORAGE
SPILL PREVENTION AND CONTROL
CONCRETE WASTE MANAGEMENT
SOLID WASTE MANAGEMENT
SANITARY WASTE MANAGEMENT
HAZARDOUS WASTE MANAGEMENT
TEMPORARY RUNOFF CONTROL BMP's
SS-2 PRESERVATION OF EXISTING VEGETATION
SS-3
SS-4
SS-6
SS-7
SS-10
SC-1
SC-2
SC-5
SC-6
SC-7
BONDED OR STABILIZED FIBER
MATRIX (WINTER)
HYDROSEEDING (SUMMER)
SS-8 STRAW OR WOOD MULCH/
PHYSICAL STABILIZATION (WINTER)
ENERGY DISSIPATOR
SILT FENCE
SEDIMENT/ DESILTING BASIN
FIBER ROLLS
SC-8 GRAVEL OR SAND BAGS/
STREET SWEEPING AND VACUUMING
SC-10 STORM DRAIN INLET PROTECTION
NS-2 DEWATERING FILTRATION
TC-1 STABILIZED CONSTRUCTION ENTRANCE
TC-2 CONSTRUCTION ROAD STABILIZATION
TC-3 ENTRANCE / EXIT TIRE WASH
POST-CONSTRUCTION SITE DESIGN BMP's
4,3,1 MAINTAIN NATURAL DRAINAGE PATHWAYS &
HYDROLOGIC FEATURES
4,3,2 CONSERVE NATURAL AREAS, SOILS &
VEGETATION
4,3,3 MINIMIZE IMPERVIOUS AREA
4,3,4 MINIMIZE SOIL COMPACTION
4,3,5 IMPERVIOUS AREA DISPERSION
4,3,6 RUNOFF COLLECTION
4,3,7 LANDSCAPING WITH NATIVE OR DROUGHT
TOLERANT SPECIES
4,3,8 HARVESTING AND USING PRECIPITATION
POST CONSTRUCTION SOURCE CONTROL BMP's
4,2,1 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4
4,2,2 STORM DRAIN STENCILING & POSTING OF SIGNAGE
4,2,3 PROTECTED OUTDOOR MATERIALS STORAGE AREAS
4,2,4 PROTECT MATERIALS STORED IN
OUTDOOR WORK AREAS
4,2,5 PROTECT TRASH STORAGE AREAS
4,2,6 ADDNL. BMP's BASED ON POTENTIAL
RUNOFF POLLUTANTS
A ON SITE STORAGE DRAIN INLETS
B INTERIOR FLOOR DRAINS & ELEVATOR SHAFT SUMPS
C INTERIOR PARKING GARAGES
D NEED FOT FUTURE INDOOR & STR. PEST CONTROL
E LANDSCAOE/ OUTDOOR PESTICIDE USE
F POOLS, SPAS, PONDS, FOUNTAINS & WATER FEATURES
G FOOD SERVICE
H TRASH OR REFUSE AREAS
I INDUSTRIAL PROCESSES
J OUTDOR STORAGE OF EQUIP. OR MATERIALS
K VEHICLE AND EQUIPMENT CLEANING
L VEHICLE/ EQUIPMENT REPAIR AND MAINTENANCE
M FUEL DISPENSING AREAS
N LOADING DOCKS
O FIRE SPRINKLER TEST WATER
P MISCELLANEOUS DRAIN OR WASH WATER
Q PLAZAS, SIDEWALKS, DRIVEWAYS & PARKING LOTS
B
PEV PEV
M M
TSP TSP
S/W S/W
EBM EBM
FR FR
DW DW
SITE PLAN LEGEND
NORTH ARROW
CL
PL PROPERTY LINE
STREET CENTER LINE
0'-0"DIMENSION LINE
GENERAL NOTES
LANDSCAPE CONSTRUCTION DRAWINGS ARE
REQUIRED IF THE PROJECT INCLUDES 500
SQUARE FEET OR GREATER OF NEW
LANDSCAPING. THE LANDSCAPE REQUIREMENTS
ARE DETAILED IN THE CITY'S LANDSCAPE
MANUAL AVAILABLE ONLINE AT:
http://www.carlsbadca.gov/civicax/filebank/blobdload.
aspx?BlobID=24086
*450 SQUARE FOOT OF LANDSCAPE PROPOSED.
500 MAXIMUM
SEP 2019
LOT COVERAGE
LOT SIZE:7,865 S.F.
MAX. LOT COVERAGE:.40 (3,146) S.F.
AREA OF HOUSE LOT CVRG.:2,535 S.F.
AREA OF PORCH:554 S.F.
STAIRS:51 S.F.
TOTAL LOT COVERAGE:3,130 (39%)S.F.
ROOF DECK:213 S.F.
GARAGE:554 S.F.
VICINITY MAP
PROJECT DATA
NAME AND ADDRESS OF OWNER (760) 2103-0526
LOVE RESIDENCE
APN: 207-385-20
4615 TELESCOPE AVE.
CARLSBAD, CA 92008
:ETAD:YBDEDIVORPSGNIWARD:ELACS
:TEEHSREVISIONTABLENUMBERDATEREVISEDBYDESCRIPTIONMAIN LEVEL FLOOR PLAN
SCALE: 1/4"=1'-0"
SEP 2019
GUARDRAIL DETAIL1
:ETAD:YBDEDIVORPSGNIWARD:ELACS
:TEEHSREVISIONTABLENUMBERDATEREVISEDBYDESCRIPTIONGARAGE LEVEL FLOOR PLAN
SCALE: 1/4"=1'-0"
SEP 2019
:ETAD:YBDEDIVORPSGNIWARD:ELACS
:TEEHSREVISIONTABLENUMBERDATEREVISEDBYDESCRIPTIONROOF PLAN
SCALE: 1/4"=1'-0"
SEP 2019
$
$
$
$
$
$$$$$$$$$$$$$$
$
$
$
$
:ETAD:YBDEDIVORPSGNIWARD:ELACS
:TEEHSREVISIONTABLENUMBERDATEREVISEDBYDESCRIPTIONGARAGE LVL ELECTRICAL PLAN
SCALE: 1/4"=1'-0"
MAIN LEVEL ELECTRICAL PLAN
SCALE: 1/4"=1'-0"
ELECTRICAL NOTES ELECTRICAL LEGEND
$1. ALL LUMINARIES SHALL BE HIGH-EFFICACY IN ACCORDANCE WITH CBEES TABLE 150.0-A.
2. ALL LED LUMINARIES AND LAMPS SHALL BE MARKED "JA8-2016" AND LISTED IN THE CALIFORNIA ENERGY COMMISSION DATABASE AT
HTTPS://CACERTAPPLIANCES.ENERGY.CA.GOV/PAGES/APPLIANCESEARCH.ASPX
3. ALL RECESSED DOWNLIGHT AND ENCLOSED LUMINARIES SHALL BE MARKED "JA8-2016" AND LISTED IN THE CALIFORNIA ENERGY
COMMISSION DATABASE HTTPS://CACERTAPPLIANCES.ENERGY.CA.GOV/PAGES/APPLIANCESEARCH.ASPX
4. RECESSED DOWNLIGHT LUMINARIES IN CEILINGS SHALL NOT BE SCREW-BASED.
5. BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS: AT LEAST ONE LUMINARIE IN EACH SPACE SHALL BE CONTROLLED
BY A VACANCY SENSOR.
6. ALL LUMINARIES REQUIRING "JA8-2016" OR "JA8-2016-E" MARKING SHALL BE CONTROLLED BY A DIMMER OR VACANCY SENSOR.
7. OUTDOOR LIGHTING PERMANENTLY MOUNTED TO BUILDING SHALL BE CONTROLLED BY ONE OF THE FOLLOWING:
-PHOTOCONTROL AND MOTION SENSOR
-PHOTOCONTROL AND AUTOMATIC TIME-SWITCH CONTROL
-ASTRONOMICAL TIME CLOCK
-ENERGY MANAGEMENT CONTROL SYSTEM PER CBEES 150.0(K)3AiiiC
8. ELECTRICAL BOXES SHALL HAVE DRYWALL, PLASTER OR PLASTERBOARD SURFACES FINISHED SO THERE WILL BE NO GAPS OR OPEN
SPACES GREATER THAN 1/8" AT THE EDGE OF THE BOX PER ARTICLE 314.21 (CEC). IN WALLS OR CEILINGS BOXES SHALL BE INSTALLED
SO THAT THE FRONT EDGE OF THE BOX OR PLASTER RING SHALL NOT BE RECESSED MORE THAN 1/4" FROM NON-COMBUSTIBLE FINISH
SURFACE AND SHALL BE FLUSHED WITH A COMBUSTIBLE SURFACE PER ARTICLE 314.20 (CEC).
9. NEW BOXES USED AT LUMINAIRE OR LAMPHOLDER OUTLETS IN A CEILING SHALL BE REQUIRED TO SUPPORT LUMINAIRE WEIGHING A
MINIMUM OF 50 LBS. BOXES USED AT LUMINAIRE OUTLETS IN WALLS SHALL BE DESIGNED FOR THE PURPOSE AND SHALL BE MARKED ON
THE INTERIOR INDICATING THE MAXIMUM WEIGHT OF THE LUMINAIRE PERMITTED, IF OTHER THAN 50 LBS. OUTLET BOXES OR SYSTEMS
USED AS THE SOLE SUPPORT OF CEILING FANS SHALL BE LISTED AND MARKED BY THE MANUFACTURE AS SUITABLE FOR THIS PURPOSE.
(314.27 CEC)
SEP 2019
:ETAD:YBDEDIVORPSGNIWARD:ELACS
:TEEHSREVISIONTABLENUMBERDATEREVISEDBYDESCRIPTIONREAR ELEVATION
SCALE: 1/4"=1'-0"
FRONT ELEVATION
SCALE: 1/4"=1'-0"
SEP 2019
:ETAD:YBDEDIVORPSGNIWARD:ELACS
:TEEHSREVISIONTABLENUMBERDATEREVISEDBYDESCRIPTIONSOUTH ELEVATION
SCALE: 1/4"=1'-0"
NORTH ELEVATION
SCALE: 1/4"=1'-0"
SEP 2019