HomeMy WebLinkAbout2020-11-04; Planning Commission; ; CDP 2020-0007 (DEV2019-0147) – TERRA BELLA DEVELOPMENTSingle Family Coastal Development Permit
Item No.
Application complete date: July 23, 2020
P.C. AGENDA OF: November 4, 2020 Project Planner: Chris Garcia
Project Engineer: Kyrenne Chua
SUBJECT: CDP 2020-0007 (DEV2019-0147) – TERRA BELLA DEVELOPMENT - Request for approval
of a Coastal Development Permit to allow the construction of a 4,118-square-foot single-
family residence with a 500-square-foot two-car garage, basement, second floor terrace,
roof deck, and a pool located on a vacant lot at 6479 Surfside Lane within the Mello II
Segment of the city’s Local Coastal Program and Local Facilities Management Zone 22.
The project site is located 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 State CEQA Guidelines Section
15303(a), construction of a single-family residence.
I.RECOMMENDATION
That the Planning Commission ADOPT Planning Commission Resolution No. 7387 APPROVING Coastal
Development Permit CDP 2020-0007 based upon the findings and subject to the conditions contained
therein.
II.PROJECT DESCRIPTION AND BACKGROUND
Project Site/Setting: The 0.11-acre (4,620 square feet) project site is located at 6479 Surfside Lane as
shown on the attached location map. The topography of the site is generally flat with a slight slope up
from east to west. The site has been previously graded, and no landscaping is located on-site. 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-8 Residential (4-8 du/ac)
One-Family Residential (R-
1); La Costa Downs Specific
Plan (SP 201)
Vacant
North R-8 Residential R-1; SP 201 Vacant
South R-8 Residential R-1; SP 201 Single-family residential
East R-8 Residential R-1; SP 201 Single-family residential
West Open Space (OS) Open Space (OS) Carlsbad Blvd/Pacific Ocean
2
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Proposed Residential Construction: The project consists of the construction of a new 4,118 -square-foot,
two-story single-family residence. A 500-square-foot two-car garage will be attached to the home and
make up a portion of a 1,559-square-foot basement. The project will also include the addition of a terrace
off the second floor at the west side of the home. A pool and sunken patio will be located in the rear yard.
Exterior materials consist mainly of white stucco and glass curtain walls with wood mullions on the west
elevation and on the stair tower at the northeast corner of the home.
Review of La Costa Downs Specific Plan: In the 1920’s, the La Costa Downs Subdivision was subdivided
into narrow streets and parcels that are now considered substandard to today’s City standards. The La
Costa Downs Specific Plan (SP 201) was adopted on April 3, 1991, to provide a comprehensive set of
standards and guidelines for development of these lots. SP 201 includes residential development
standards that reflect typical R-1 standards. In some cases, the development standards are more
restrictive than those of the standard R-1 zone. The applicant has satisfied all of the SP 201 requirements
applicable to this project as discussed in the Analysis Section below.
Proposed Grading: Estimated grading quantities include 712 cubic yards (cy) of cut, 26 cy of fill with 686
cy of export and 280 cy of remedial grading. A grading permit will be required for this project.
III. ANALYSIS
The project is subject to the following regulations and requirements:
A. R-8 Residential General Plan Land Use Designation;
B. La Costa Downs Specific Plan (SP 201) and One-Family Residential (R-1) Zone (CMC
Chapter 21.10);
C. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program
(CMC Chapter 21.201) and Coastal Resource Protection Overlay Zone (CMC Chapter
21.203);
D. 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. R-8 Residential General Plan Land Use Designation
The project site has a General Plan Land Use designation of R-8, Residential. The R-8 Land Use designation
allows for the development of single-family residences at a density range of 4 to 8 dwelling units per acre
(du/ac) with a Growth Management Control Point (GMCP) of 6 du/ac. At the R-8 GMCP, 0.66 dwelling
units would be permitted on this 0.11-acre (net developable) property. However, one single-family
dwelling unit is guaranteed pursuant to the following General Plan provision: “Notwithstanding the
density provisions and intent of each residential land use designation, a one-family dwelling shall be
permitted on any legal lot that existed as of October 28, 2004.” The subject lot was legally created prior
to October 28, 2004. Therefore, development of a one-family dwelling is consistent with the R-8 General
Plan Land Use designation.
B. La Costa Down Specific Plan (SP 201) and One-Family Residential Zone ((R-1) CMC Chapter 21.10)
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The project is required to comply with all applicable regulations and development standards of the La
Costa Downs Specific Plan and One-Family Residential Zone. The proposed project meets or exceeds all
applicable requirements of SP 201 and the R-1-zone (shown in Table “B” below).
TABLE B – LA COSTA DOWNS AND R-1 ZONE DEVELOPMENT STANDARDS
STANDARD REQUIRED/ALLOWED PROPOSED
Front Yard Setback 20’ 20’
Side Yard Setback 6’ 6’
Rear Yard Setback 15’ 15’
Max Building Height 25’
Roof = 25’; required guardrails
28’-6” – permitted projection
per CMC Section 21.46.020; Stair
Tower = 34’ – permitted
projection per CMC Section
21.46.020
Lot Coverage 40% 39.6%
Parking Two-car garage Two-car garage
La Costa Downs Specific Plan Design Standards
The La Costa Downs Specific Plan has a number of design standards to create a visually interesting and
diverse neighborhood. The applicant has satisfied the standards through the use of interesting façade
treatments including varied off-set building planes and overhangs, and a well-articulated west elevation
and terrace. The glass curtain walls with wood mullions on the west elevation and on the stair tower at
the northeast corner of the home create visual interest and contrast to the white stucco.
C. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC
Chapter 21.201) and the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203)
The project site is located within the Mello II Segment of the Local Coastal Program and is in the appeal
jurisdiction. The site is also located within and subject to the Coastal Resources Protection Overlay Zone.
The project’s compliance with each of these programs and ordinances is discussed below:
1. Mello II Segment of the Certified Local Coastal Program and all applicable policies.
The project is located within the Mello II Segment of the Local Coastal Program Segment. The subject site
has an LCP Land Use Plan designation of R-8 Residential, which allows for residential development at a
density of 4-8 du/ac and 6 du/ac at the Growth Management Control Point (GMCP). The property is zoned
R-1, but has special zoning provided by Specific Plan 201 in that each existing legal lot can be developed
with a single-family unit. The proposed single-family home is consistent with the R-8 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 4,118-square-foot single family residence with an
attached two-car garage in an area designated for residential development. The proposed two-story,
single-family residence above a basement is compatible with the surrounding development of two-story
single-family structures. The two-story 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
CDP 2020-0007 (DEV20190147) – TERRA BELLA DEVELOPMENT
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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. The subject property does
not include steep slopes (equal to or greater than 25% gradient) nor native vegetation. In addition, the
site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or
liquefaction.
D. 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.
E. Growth Management
The proposed project is located within Local Facilities Management Zone 22 in the southwest 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 3.54 sq. ft. Yes
Library 1.89 sq. ft. Yes
Wastewater Treatment 1 EDU Yes
Parks .0069 acre Yes
Drainage 0.9 CFS/Basin C Yes
Circulation 10 ADT Yes
Fire Station No. 4 Yes
Open Space N/A N/A
Schools Carlsbad (E=.35/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 of CEQA exemptions (Class 3) exempts the construction of single-family
residences in urbanized areas from environmental review.
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A Notice of Exemption will be filed by the City Planner upon project approval.
ATTACHMENTS:
1. Planning Commission Resolution No. 7387
2. Location Map
3. Disclosure Form
4. Reduced Exhibits
5. Exhibit(s) “A” – “L” dated November 4, 2020
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CDP 2020-0007 (DEV2019-0147)
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ATTACHMENT 2
ATTACHMENT 3
ScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007A000COVER2019.05TERRA BELLADEVELOPMENTAUG 20, 2020NO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020TERRA BELLA DEVELOPMENT 6479 SURFSIDE LANE, CARSLBAD, CA 92011JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA 90032475 201 2029ATTACHMENT 4
1594 SFArea1559 SFArea1464 SFAreaScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 1/16" = 1'-0"A002GENERAL NOTESAND DRAWINGINDEX2019.05TERRA BELLADEVELOPMENTAUG 20, 2020NO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020A. GENERAL1.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEARAND UNOBSTRUCTED ACCESS TO ANY WATER OR POWERDISTRIBUTION FACILITY (POWER POLES, PULL-BOXES,TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS,APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OFANY POWER LINES -WHETHER OR NOT THE LINES ARE LOCATEDON THE PROPERTY.2.OBTAIN PERMITS FROM PUBLIC WORKS PRIOR TOCONSTRUCTION AS NEEDED.3.OUTLETS ALONG WALL COUNTER SPACE, ISLAND ANDPENINSULA COUNTER SPACE IN KITCHENS SHALL HAVE AMAXIMUM SPACING OF 48". (210-52 NEC)4.THE FIRST LIGHT IN THE NEW AND REMODELED BATHROOMSAND KITCHEN SHALL BE AN ENERGY EFFICIENT LIGHT MEETINGA MINIMUM OF 40 LUMENS PER WATT (E.G. FLUORESCENTLAMP). (T-24, SEC. 130(B) & 150(K))5.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BEPROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIORGLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 ORSHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATETO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLESOVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHESABOVE THE FLOOR LEVEL. (R303.1)6.A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OFLISTING SHALL BE MADE AVAILABLE AT THE JOB SITE7.THE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATICRESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITHSECTION R313.3 OR NFPA13D. (R313, 12.21A.17(D)). THESPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBINGDIVISION PRIOR TO INSTALLATION.8.PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO ASANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSALSYSTEM (R306.3)9.KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS,LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BEPROVIDED WITH HOT AND COLD WATER AND CONNECTED TO ANAPPROVED WATER SUPPLY (R306.4)10.AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BELISTED IN ACCORDANCE WITH UL 325. (R309.4)11.A MINIMUM OF 50 PERCENT OF THE NONHAZARDOUSCONSTRUCTION AND DEMOLITION WASTE SHALL BE RECYCLEAND/OR SALVAGE FOR REUSE IN ACCORDANCE WITHCALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4DIVISION 4.4. (R324)12.WHEN A VAPOR RETARDER IS REQUIRED, A CAPILLARY BREAKSHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIAGREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.5.(R506.2.3.1)13.ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATEDSPACE (APPROX. 10 SQ. IN. FOR EACH 10 SF OF ATTIC AREA) ISREQUIRED. (R806.2)14.ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE ANACCESS OPENING (22" X 30" MIN.). ACCESS SHALL BE LOCATEDIN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT ISNOT ALLOWED WITHIN A SMALL CLOSET SPACE. (R807.1).15.HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOMTEMPERATURE OF 68 DEG AT A POINT 3 FEET ABOVE THEFLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLEAT THE DESIGN TEMPERATURE. (R303.9)16.PROVIDE A CLASS A,B OR C FIRE-RETARDANT ROOF COVERINGPER SECTION R902.1.17.BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBER,BUILDING NUMBERS OR APPROVED IDENTIFICATION PLACED INA POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THESTREET OR ROAD FRONTING THE PROPERTY. (R319.1)18.PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROMDECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PERSECTION R317.1 BY THE USE OF NATURALLY DURABLE WOODOR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCEWITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVEAND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4OF AWPA U1.19.STUCCO SHEAR WALLS SHALL UTILIZE FURRING, GALVANIZEDNAILS (HAVING A MINIMUM 11 GA.,1-1/2" LONG, 7/16" DIAMETERHEAD, AND FURRED OUT A MIN OF 1/4") TO ATTACH THE LATH TO THE STUDS. STAPLES SHALL NOT BE USED.” (TABLE 2507.2).SELF FURRING LATH APPROVED BY A CITY RESEARCH REPORTIS PERMITTED.20.STRUCTURAL WOOD SHEAR WALLS SHALL BE COVERED WITHMINIMUM TWO LAYERS 15# FELT UNDERLAY PRIOR TO PLACINGFINISH MATERIAL.21.PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET,MEASURED FROM GRADE, AT THE EXTERIOR WALLS ANDDOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT ISRECORDED BY THE OWNER TO COVENANT AND AGREE WITHTHE CITY TO REMOVE ANY GRAFFITI WITHIN 7 DAYS OF THEGRAFFITI BEING APPLIED. (6306)B. BATHROOMS1.ALL SHOWER ENCLOSURES, REGARDLESS OF SHAPE, SHALLHAVE A MINIMUM FINISHED INTERIOR AREA OF NOT LESS THAN1024 SQUARE INCHES (0.66 M2) AND SHALL BE CAPABLE OFENCOMPASSING A 30 INCH DIAMETER (0.76 M) CIRCLE. THEMINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO APOINT 70 INCHES (1.8 M) ABOVE THE SHOWER DRAIN OUTLET.(PLUMBING CODE SECTION 410.4)2.BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBSWITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALLBE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALLSURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FEET ABOVE THE FLOOR (R307.2).3.PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEWCONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUSTBE ADAPTED FOR LOW WATER CONSUMPTION.4.A MIN 12" SQ. ACCESS PANEL TO THE BATHTUB TRAP SLIP JOINTCONNECTION IS REQUIRED. (PLUMBING CODE SECTION 405.2)5.PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATERCLOSET TO ANY SIDE WALL. (CALIF. PLUMB CODE 407.6).6.PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET.(CALIF. PLUMB. CODE 407.6)7.BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHERSIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION ORWITH MECHANICAL VENTILATION CAPABLE OF 50 CFMEXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3).C. LAUNDRY ROOM1.CLOTHES DRYER(S) LOCATED IN AN AREA THAT IS HABITABLEOR CONTAINING FUEL BURNING APPLIANCES SHALL BEEXHAUSTED TO THE OUTSIDE OR TO AN AREA WHICH IS NOTHABITABLE AND DOES NOT CONTAIN OTHER FUEL BURNINGAPPLIANCES (BUT NOT BENEATH THE BUILDING OR IN THEATTIC AREA). (M.C. 504.3.1).2.A 4" CLOTHES DRYER MOISTURE EXHAUST DUCT IS LIMITEDTO A 14 FEET LENGTH WITH TWO ELBOWS FROM THECLOTHES DRYER TO THE POINT OF TERMINATION. REDUCETHIS LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF 2.(M.C. 504.3.2, M.C. 908).D. MEANS OF EGRESS1.PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLEROOMS WITHIN A DWELLING UNIT.2.PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MIN.-24" CLEAR HT, 20" CLEAR WIDTH, 5.7 SQ.FT. MIN. AREA (5.0 SFAT GRADE LEVEL) & 44" MAXIMUM TO SILL. ( R310.1)3.OCCUPIED ROOFS SHALL BE PROVIDED WITH EXITS ASREQUIRED FOR STORIES.4.AT LEAST ONE DOOR SHALL BE 36" WIDE BY 80" HIGH (R311.2)E. GRADING AND FOUNDATION1.IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILSINVESTIGATION REPORT MAY BE REQUIRED.2.PROVIDE CORROSION RESISTANT WEEP SCREED BELOW THESTUCCO A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVEDAREA.F. ZONING NOTES1.A/C UNITS AND WATER HEATERS ARE NOT ALLOWED IN THEREQUIRED SIDE YARDS AND FRONT YARD UNLESSSPECIFICALLY ALLOWED BY EXCEPTION PER INFORMATIONBULLETIN P/ZC 2002-006.G. SPECIAL HAZARDS1.GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETYGLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTIONR308.3 (SEE EXCEPTIONS) (R308.4)1.1.FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOOR ASSEMBLIES1.2.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE ISWITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR INA CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60INCHES ABOVE THE FLOOR OR WALKING SURFACE.1.3.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THATMEETS ALL OF THE FOLLOWING CONDITIONS:1.3.1.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9SQUARE FEET.1.3.2.BOTTOM EDGE LESS THAN 18 INCHES ABOVE FLOOR.1.3.3.TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.1.3.4.ONE OR MORE WALKING SURFACES WITHIN 36 INCHESHORIZONTALLY OF THE GLAZING.1.4.GLAZING IN RAILINGS1.5.GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS,WHIRPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERSWHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60INCHES MEASURED VERTICALLY ABOVE ANY STANDING ORWALKING SURFACE.1.6.GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR ANDOUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THEBOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE AWALKING SURFACE AND WITHIN 60 INCHES, MEASUREDHORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATER'S EDGE.1.7.GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THEGLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THEADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS.1.8.GLAZING ADJACENT TO LANDING AT THE BOTTOM OF ASTAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVETHE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THEBOTTOM TREAD.2.UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVEDLABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVEDLABELING AGENCY NAME, PRODUCT DESIGNATION ANDPERFORMANCE GRADE RATING (RESEARCH REPORT NOTREQUIRED). (R308.6.9)3.AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BEINSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OFTHE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOROF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GASPIPING.”(PER ORDINANCE 170,158) (SEPARATE PLUMBING PERMIT ISREQUIRED).4.WATER HEATER MUST BE STRAPPED TO WALL.5.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLINGUNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER’SAPPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, ORADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000).(R314.6.2)6.AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACHSLEEPING ROOM & HALLWAY OR AREA GIVING ACCESS TO ASLEEPING ROOM, AND ON EACH STORY AND BASEMENT FORDWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALLBE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILLACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT.IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIRPRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALLBE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL.(R314)7.AN APPROVED CARBON MONOXIDE ALARM SHALL BEINSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHINWHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND INDWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBONMONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACHSEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATEVICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF ADWELLING UNIT INCLUDING BASEMENTS. (R315)8.FOR GLASS HANDRAILS AND GUARDS, THE PANELS AND THEIRSUPPORT SYSTEM SHALL BE DESIGNED TO WITHSTAND THE LOADSSPECIFIED. A SAFETY FACTOR OF FOUR SHALL BE USED. THEMINIMUM NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4 INCH.(240)H. SECURITY REQUIREMENTS1.ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMSSHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEWOF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUTOPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY ADOOR VIEWER, THROUGH WINDOWS LOCATED IN THEVICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THEDOOR OR ADJOINING WALL. (6706)2.SCREENS, BARRICADES, OR FENCES MADE OF A MATERIALWHICH WOULD PRECLUDE HUMAN CLIMBING SHALL BEPROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONYOR SIMILAR SURFACE WHICH IS WITHIN 8 FT. OF THE UTILITYPOLE OR SIMILAR STRUCTURES. (6707)3.WOOD FLUSH-TYPE DOORS SHALL BE 1-3/8" THICK MINIMUMWITH SOLID CORE CONSTRUCTION. 91.6709.1. DOOR STOPSOF IN-SWINGING DOORS SHALL BE OF ONE-PIECECONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TOTHE JAMB. (6709.4)4.ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDESHALL HAVE NON-REMOVEABLE HINGE PINS. HINGES SHALLHAVE MIN.1/4" DIA. STEEL JAMB STUD WITH MIN.1/4"PROTECTION. THE STRIKE PLATE FOR LATCHES ANDHOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOODCONSTRUCTION SHALL BE SECURED TO THE JAMB ANDWALL FRAMING WITH SCREWS NO LESS THAN 2-1/2" LONG.(6709.5, 6709.7)5.PROVIDE DEAD BOLTS WITH HARDENED INSERTS;DEADLOCKING LATCH WITH KEY OPERATED LOCKS ONEXTERIOR. DOORS MUST BE OPERABLE FROM THE INSIDEWITHOUT A KEY, SPECIAL KNOWLEDGE, OR SPECIALEFFORT (LATCH NOT REQUIRED IN B, F, AND SOCCUPANCIES). (6709.2)6.STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1"AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOKSHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE AMIN. THROW OF 3/4". (6709.2)7.WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST9/16" THICK WITH SHAPED PORTIONS NOT LESS THAN 1/4"THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300SQ. IN. IN AREA. MULLIONS SHALL BE CONSIDERED A PARTOF ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESSTHAN 2 INCHES. STILES AND RAILS SHALL BE OF SOLIDLUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOTLESS THAN 1-3/8 INCHES AND 3 INCHES IN WIDTH. (91.6709.1ITEM 2)8.SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THEUPPER CHANNEL OF THE MOVING PANEL TO PROHIBITRAISING AND REMOVING OF THE MOVING PANEL FROMTRACK WHILE IN THE CLOSED POSITION. (6710)9.SLIDING GLASS DOORS PANELS SHALL BE CLOSED ANDLOCKED WHEN SUBJECTED TO THE TESTS SPECIFIED INSEC. 6717.110.METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALLBE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN.9/32" DIAMETER HARDENED STEEL SHACKLE AND BOLTED,HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OREQUIVALENT DEVICE UNLESS SECURED ELECTRICALLYOPERATED. (6711)11.PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METALACCORDION GRATE OR GRILLE-TYPE DOORS AND CYLINDERLOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BEINSTALLED ON ALL CYLINDER LOCKS WHENEVER THECYLINDER PROJECTS BEYOND THE FACE OF THE DOOR ORIS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. (6712)12.IN GROUP B, F, AND S OCCUPANCIES, PANES OF GLAZINGWITH AT LEAST ONE DIMENSION GREATER THAN 5 INCHESBUT LESS THAN 48 INCHES SHALL BE CONSTRUCTED OFTEMPERED OR APPROVED BURGLARY-RESISTANT MATERIALOR PROTECTED WITH METAL BARS OR GRILLES. (6714)13.GLAZED OPENINGS WITHIN 40 INCHES OF THE REQUIREDLOCKING DEVICE OF THE DOOR, WHEN THE DOOR IS IN THECLOSED AND LOCKED POSITION AND WHEN THE DOOR ISOPENABLE FROM THE INSIDE WITHOUT USE OF KEY, SHALLBE FULLY TEMPERED GLASS PER SECTION 2406, ORAPPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BEPROTECTED BY METAL BARS, SCREENS OR GRILLES HAVINGA MAXIMUM OPENING OF 2 INCHES. THE PROVISIONS OFTHIS SECTION SHALL NOT APPLY TO SLIDE GLASS DOORSWHICH CONFORM TO THE PROVISIONS OF SECTION 6710 ORTO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2INCHES IN THEIR GREATEST DIMENSION. (6713)14.OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITHSUBSTANTIAL LOCKING DEVICES. IN GROUP B, F, M AND SOCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS,BOLTS, CROSS-BARS, AND/OR PADLOCKS WITH MINIMUM9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENEDSTEEL HASPS. (6715.2)15.SLIDING WINDOWS SHALL BE PROVIDED WITH LOCKINGDEVICES. A DEVICE SHALL BE INSTALLED IN THE UPPERCHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING ANDREMOVING OF THE MOVING PANEL IN THE CLOSED ORPARTIALLY OPEN POSITION. (6715.1)16.SLIDING GLASS WINDOWS SASH SHALL BE CLOSED ANDLOCKED WHEN SUBJECTED TO THE TESTS SPECIFIED INSEC.6717.2.17.ANY RELEASE FOR METAL BARS, GRILLES, GRATES ORSIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMANENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THEINSIDE OF THE ADJACENT ROOM AND AT LEAST 24 INCHESFROM THE CLOSEST OPENING THROUGH SUCH METALBARS, GRILLES, GRATES OR SIMILAR DEVICES THATEXCEEDS 2 INCHES IN ANY DIMENSION. (6715.4)18.ALL OTHER OPENINGS OTHER THAN DOORS OR GLAZEDOPENINGS MUST BE PROTECTED BY METAL BARS ORGRILLES WITH OPENINGS OF NOT LESS THAN 6 INCHES INONE DIMENSION. (6716.6)DRAWING INDEXSHEETNUMBERSHEET NAMEA000 COVERA001 DRAWING INDEXA002 GENERAL NOTES AND DRAWINGINDEXA003 ABBREVIATION AND SYMBOLSA101 SITE PLANA201 FLOOR PLAN BASEMENTA202 FLOOR PLAN 1A203 FLOOR PLAN 2A204 ROOF PLANA301 ELEVATION ALLA302 ELEVATION EAST/WESTA303 ELEVATION NORTH/SHOUTHA304 SECTIONA305 SECTION 2GROSS AREALEVEL AREA (SQFT)GARAGE 500LEVEL 0B (W GARAGE) 1559LEVEL 1 1594LEVEL 2 1464TOTAL 4,639 1/16" = 1'-0"2Level 1 1/16" = 1'-0"1Level 0B 1/16" = 1'-0"3Level 2
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69 BY OTHERSHOWES WEILER LANDYPLANNING & ENGINEERINGTel. 760.929.2288 Fax. 760.929.22872888 LOKER AVENUE EAST SUITE 217CARLSBAD, CA 92010ABBREVIATIONSBS BOTTOM OF STEPBW BOTTOM OF WALLEG EXISTING GROUNDFF FINISH FLOORFG FINISH GROUNDFL FLOW LINEFS FINISH SURFACEIE INVERT ELEVATIONS.B. SETBACKTW TOP OF WALLTC TOP OF CURBTS TOP OF STEPEXISTING EASEMENTS1. 3' PUBLIC STREET AND EASEMENT PUBLIC UTILITY EASEMENTGRANTED TO THE CITY OF CARLSBAD, DEDICATED PER DOC#1994-0701553, RECORDED DECEMBER 7, 19942. 3' PUBLIC UTILITY EASEMENT GRANTED TO THE CITY OF CARLSBAD,DEDICATED PER DOC# 1994-0703807, RECORDED DECEMBER 8, 19943. 5' PUBLIC UTILITIES EASEMENT GRANTED TO SAN DIEGO GAS ANDELECTRIC COMPANY, DEDICATED PER DOC# 1995-0031456,RECORDED JANUARY 24, 19955. EASEMENT FOR PUBLIC UTILITIES AND DEDICATED ON MAP 2013,LA COSTA DOWNS UNIT 1. NOT PLOTTED ON THIS MAP.6. EASEMENT IN FAVOR OF WARING H. ELLIS RECORDED FEBRUARY 1,1928, BK. 1419, PG. 123 OF DEEDS. NOT PLOTTED ON THIS MAP.4. 6' PUBLIC UTILITY EASEMENT DEDICATED PER MAP 02013LEGAL DESCRIPTIONLOT 5 IN BLOCK 24 OF LA COSTA DOWNS UNIT NO. 1, IN THE CITY OF CARLSBAD,COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOFNO. 2013, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGOCOUNTY ON APRIL 6, 1927.15.0' REAR SETBACK20.0' FRONT SETBACKFF=72.5BASEMENT LEVELFF=63.520.0'23.0'40.0' EXISTING R/W18.0'18.0'PROJECTSITEVICINITY MAP(74.1 TW)(66.26 TC)(65.80 FL)(74.1 TW)(66.55 TC)(66.08 FL)(66.47 TC)(66.03 FL)(66.28 TC)(65.83 FL)(66.40 TC)(65.96 FL)(66.64 FS)(66.35 FS)FIRST LEVELFF=72.5(69.05 EG)(69.00 EG)(68.98 EG)(68.50 EG)(67.00 EG)(74.1 TW)(74.1 TW)(74.1 TW)(68.50 EG)(68.00 EG)(74.1 TW)(68.44 EG)(67.00 EG)(68.75 EG)(68.75 EG)DOWNSPOUTDOWNSPOUTBASEMENT LEVELBELOWEXISTING 5' HIGHMASONRY WALLEXISTING 5' HIGHMASONRY WALLEXISTING 5' HIGHMASONRY WALLEXISTING 5' HIGHMASONRY WALL72.50 FF71.79 FS71.96 FS2%2%71.89 FS(66.51 FS)69.37 BS3.8%(2%)(2%)66.50 FS66.38 FS2%63.70 FS1%5 - 6" STEPS65.85 IE(65.82 FL)4" PVC SD @ 2%FIRST LEVELFF=72.5FIRST LEVELFF=72.5BASEMENT LEVELFF=63.5PAD=62.67BASEMENT LEVELFF=63.5PAD=62.67BASEMENT LEVELFF=63.5PAD=62.6766.10 IE(66.07 FL)66.61 BS69.11 TS5 - 6" STEPS69.10 FG69.88 FG69.88 FG69.88 FG68.45 FG69.08 FG2%4" PVC SD @ 2%40.0' R/W20.0'20.0'R/W
R/W
R/W
R/W
6.0' SIDE SETBACK
6.0' SIDE SETBACK
20.0' FRONT SETBACKAPN: 214-021-04APN: 214-021-12S18°44'30"E 60.00'N71°15'30"E 80.00'N71°15'30"E 80.00'S18°44'30"E 60.00'3.0'3.0'5.0'20.7' WIDE DRIVEWAY PER SDRSD G-14A LIMITS OF TEMP SHORING68.90 FL5%1%68.71 TG67.68 IE1%1%68.40 TG67.23 IE68.83 FL1%68.44 TG66.40 IE123TYPICAL SITE SECTION A-ASCALE: 1" = 10'A5%EXISTING 2' HIGHMASONRY WALL(EXISTING 2-STORY RESIDENCE)EXISTING 5' HIGHMASONRY WALLEXISTINGSIDEWALKEXISTINGTELEPHONEPEDESTALEXISTINGTRANSFORMEREXISTINGCOMMUNICATIONPEDESTALEXISTING CURB& GUTTER(EXISTING 16' DRIVEWAY TO BE REPLACED)RELOCATE EXISTWATER METER(EMPTY GRADED DIRT LOT)1%69.20 FGEXISTINGSEWERMANHOLE'S' MARK OF FACE OF CURB(EXISTING SEWER LATERAL)GENERAL INFORMATION1. ASSESSOR'S PARCEL NUMBER...........................214-021-112. SITE ACREAGE........................................................0.106 AC3. GENERAL PLAN DESIGNATION: ...........................R-84. EXISTING ZONING:..................................................R-15. USAGE OF LOTS......................................................RESIDENTIAL7. SERVICE DISTRICTS:SCHOOL DISTRICT - CARLSBAD UNIFIED SCHOOL DISTRICTWATER DISTRICT - CARLSBAD MUNICIPAL WATER DISTRICTSEWER DISTRICT - CITY OF CARLSBAD8. AVERAGE DAILY TRAFFIC.......................................10 ADT9. AVERAGE POTABLE WATER DEMAND..................550 GPD10. AVERAGE SEWER GENERATION...........................220 GPD
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)23.0'6.0'4EARTHWORK QUANTITIES:CUT: .................... 712 CYFILL: .................... 26 CYEXPORT: ............ 686 CYREMEDIAL: ......... 280 CY3.0'1SURFSIDE LANE
EXISTING SEWER MAIN
EXISTING WATER MAIN68.70 TG67.25 IE5%68.75 FL68.92 FL1%LIMITS OF TEMP SHORINGBY OTHERSFIRST LEVELSUNKEN PATIOw/ LAP POOL15.0' REAR SETBACKABASEMENT ANDSUNKEN PATIOBELOWPROPOSED IMPROVEMENT NOTES:1234112211343.0'2CDP 2020-000755BASEMENT ANDSUNKEN PATIOBELOW71.87 TSGARAGE, BASEMENT ANDSUNKEN PATIO BELOW63.50 FS15%66.44 FS66.44 FS2%10%8%15%10%8%63.70 FS1%65.94 FS63.74 FS65.94 FS63.74 FS63.50 FS63.50 FS69.50 FSBB6.0'SIDEYARDSETBACKFF=72.5BASEMENT/GARAGE LEVELFF=63.5SITE SECTION B-BSCALE: 1" = 10'EXISTING 5' HIGHMASONRY WALLFIRST LEVEL68.50 TW63.50 BW67.5 TW66.0 BW63.50 FSSECOND LEVELABOVEDOWNSPOUTTRENCH DRAINTRENCH DRAINSEWER GRINDERPUMP BY OTHERSSUMP PUMP70.00 FG70.00 TW63.50 BW69.50 TW65.25 BW68.50 TW66.00 BWRETAININGWALLRETAININGWALLLIMITS OF TEMP SHORINGBY OTHERS68.5 TW67.5 BWSUMP PUMP
DNA3021A303A302211A3044A304PROPERTY LINESURFSIDE LANE5' - 0"NEW CURB CUT (REFER CIVIL)DRIVEWAY (REFER CIVIL)FRONT PORCHEXISTING 5' HIGH MASONRY WALLEXISTING TRANSFORMERAPN 214-02-12EXISTING 2-STORY RESIDENCEAPN: 214-021-04EMPTY GRADED DIRT LOTSIDEWALK AND CURB5' - 0"EASEMENT FOR PUBLIC UTILITY3' - 0"EASEMENT FOR ELECTRICAL AND COMMUNICATION5' - 0"TO C.L. OF SURFSIDE LN23' - 0"24' - 5"11' - 6"17' - 4"13' - 7"17' - 0"21' - 3"17' - 6"RELOCATE EXISTING WATER METERSIDE SETBACK6' - 0"REAR SETBACK15' - 0"SIDE SETBACK6' - 0"FRONT SETBACK20' - 0"PROPOSED TWO-STORY FAMILY RESIDENCEC.L. OF STREETRAMP DOWNENTRANCELAP POOLSUNKEN PATIOLENGTH OF PROPERTY LINE77' - 0"WIDTH OF PROPERTY LINE60' - 0"EXISTING 2' HIGH MASONRY WALLEXISTING 5' HIGH MASONRY WALL48' - 0"WALKWAY (REFER CIVIL)SIDEWALKFILL IN GRADING (REFER CIVIL)PROPERTY LINEAC UNIT3' - 0"3' - 0"PLANTERSPLANTERSPLANTERSPLANTERS3' - 0"3' - 0"LADDERTOP 67' - 6"TOP 68' - 6"TOP 70' - 0"TOP 69' - 6"TOP 68' - 6"ScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 3/16" = 1'-0"A101SITE PLAN2019.05TERRA BELLADEVELOPMENTAUG 20, 2020 3/16" = 1'-0"1SiteNO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020PROJECT INFORMATIONSUMMARY OF WORKNEW WORK CONSISTS OF THE CONSTRUCTION OF A SINGLE FAMILY RESIDENCE. BUILDING CODE NOTES1. REFERENCE CODES1.1. 2019 CALIFORNIA BUILDING CODE1.2. 2019 CALIFORNIA GREEN BUILDING CODE1.3. 2019 CALIFORNIA ELECTRICAL CODE1.4. 2019 CALIFORNIA MECHANICAL CODE1.5. 2019 CALIFORNIA PLUMBING CODE1.6. 2019 CALIFORNIA RESIDENTIAL CODE2. OCCUPANCY GROUP2.1. R-33. CONSTRUCTION TYPE3.1. TYPE V-B4. FIRE RESISTANCE4.1. PER TABLE 601, ALL STRUCTURE, COLUMNS, WALLS,PARTITIONS, FLOORS, AND ROOFS REQUIRE 0-HOUR FIRERESISTANCE RATING.4.2. THE BUILDING IS EQUIPPED THROUGHOUT WITH ARESIDENTIAL FIRE SPRINKLER SYSTEM.4.3. THERE ARE NO FIRE SEPARATION DISTANCES <5'.4.3.1. NO EXTERIOR WALLS REQUIRE FIRE RATING. THERE ISNO LIMIT TO PROTECTED OR UNPROTECTED OPENINGS.ZONING NOTES1.PROPERTY ADDRESS1.1.6749 SURFSIDE LANE, CARLSBAD, CA 920112.LEGAL DESCRIPTION2.1.APN: 21402111003.REFERENCE CODE3.1.CARLSBAD MUNICIPAL CODE3.2.LA COSTA DOWNS SP 201 4.USE ZONE4.1.R15.LOT AREA5.1.60’X77’ = 4,620 SQ.FT.6.ALLOWABLE COVERAGE6.1.1,848 SQ.FT. (40% COVERAGE) 6.2.PROPOSED COVERAGE 1,828.9 SQ.FT (39.6%)7.BUILDING HEIGHT7.1.SUBJECT TO THE HEIGHT LIMIT FOR THE UNDERLYING ZONE, 25' OR TWO FLOORS.8.SETBACK8.1.FRONT YARD 20’8.2.SIDE YARD 6’8.3.REAR YARD 15’9.PARKING9.1.TWO-CAR GARAGE10.CLIMATE ACTION PLAN10.1.CONSISTENT WITH EXISTING GENERAL PLAN LANDUSE AND ZONING-YES10.2.ENERGY EFFICIENCY REQUIREMENT –NO10.3.PHOTOVOLTAIC REQUIREMENT –YES –8 KWDC10.4.ELECTRIC VEHICLE CHARGING REQUIREMENT –YES –1 EVSE READY10.5.HOT WATER HEATING REQUIREMENT –YES10.6.TRAFFIC DEMAND MANAGEMENT REQUIREMENT –NO11.TRAFFIC IMPACT: 10 ADT12.WATER DEMAND: 550 GPD13.SEWER DEMAND: 1 EDUN
UPUP500 SFGARAGE21 SFSHOWER19 SFSAUNA15 SFCHANGE ROOM588 SFENTERTAINMENT15 SFTOILET1A30437' - 5"32' - 5"44' - 8"DRIVEWAY WIDTH20' - 1"20' - 0"6' - 4"4' - 2"3' - 7"26' - 0"5' - 0"19' - 9"10' - 2"EV CHARING READYMECHANICAL WATER HEATER4A304DRIVEWAY (REFER CIVIL)DECORATIVE CONCRETE PAVERS6' - 0"5' - 3"4' - 2"4' - 3"PROPERTY LINE5' - 7"5' - 0"SIDEWALKPROPERTY LINE2' - 5"1' - 6"7' - 0"23' - 0"6' - 7"21' - 0"8' - 1"16' - 10"21' - 8"24' - 11"B1A201B2A201B3A201B5A201B6A201B7A201B4A201SUNKEN PATIOLAP POOL13' - 6"38' - 0"6' - 8"FRONT SETBACK20' - 0"SIDE SETBACK6' - 0"SIDE SETBACK6' - 0"REAR SETBACK15' - 0"4' - 0"7' - 0"5A305LADDERLevel 172' - 6"Level 0B63' - 6"8' - 0"FINISHED GRADE5' - 9"EXISTING GRADE4' - 10"Level 172' - 6"Level 0B63' - 6"7' - 6"EXISTING GRADE4' - 7"FILLLevel 172' - 6"Level 0B63' - 6"7' - 6"EXISTING GRADE4' - 7"FILLLevel 172' - 6"Level 0B63' - 6"8' - 0"EXISTING GRADE4' - 8"Level 172' - 6"Level 0B63' - 6"8' - 0"EXISTING GRADE5' - 0"Level 172' - 6"Level 0B63' - 6"8' - 0"Level 172' - 6"Level 0B63' - 6"8' - 0"DRIVEWAYPARKINGScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 1/4" = 1'-0"A201FLOOR PLANBASEMENT2019.05TERRA BELLADEVELOPMENTAUG 20, 2020 1/4" = 1'-0"1Level 0B 1/4" = 1'-0"B1Section B1 1/4" = 1'-0"B2Section B2 1/4" = 1'-0"B3Section B3 1/4" = 1'-0"B5Section B5 1/4" = 1'-0"B6Section B6 1/4" = 1'-0"B7Section B7 1/4" = 1'-0"B4Section B4BASEMENT ANALYSIS1. BASEMENT DEFINITION21.04.045 BASEMENT.“BASEMENT” MEANS THAT PORTION OF A BUILDING BETWEEN FLOOR AND CEILING WHICH IS COMPLETELY OR PARTIALLY BELOW THE EXISTING GRADE OR FINISHED GRADE, WHICHEVER IS LOWER, BUT SO LOCATED THAT THE VERTICAL DISTANCE FROM EXTERIOR GRADE TO THE ADJACENT INTERIOR FLOOR BELOW IS GREATER THAN THE VERTICAL DISTANCE FROM EXTERIOR GRADE TO THE ADJACENT INTERIOR CEILING ABOVE. THIS DEFINITION MUST APPLY TO A MINIMUM OF SEVENTY-FIVE PERCENT OF THE PERIMETER OF THE BASEMENT FOR THAT PORTION OF A BUILDING TO QUALIFY AS A BASEMENT.2. TOTAL PERIMETER37’-5” + 1’-6" + 1'-6" + 24’-11” + 5’-0” + 20’-1” + 32’-5” + 44’-8”TOTAL = 167’-6”3. PERIMETER COUNTS TOWARD COMPLIANCE37’-5” + 1'-6" + 1'-6" + 24’-11” + 5’-0” + 32’-5” + 23’-0"TOTAL = 125’-9”4. % COMPLIANCE = 125’-9” / 167’-6” = 75.1%5. CONCLUSIONSINCE 75.1% OF THE PERIMETER MEETS THE REQUIREMENTS OF 21.04.054 THEREFORE THIS LEVEL IS CONSIDERED A BASEMENT.NO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020N
DNUPDNA3031202 SFBEDROOM197 SFBEDROOM189 SFBEDROOM53 SFLAUNDRY51 SFBATHROOM10 SFCLOSET43 SFBATHROOM10 SFCLOSET44 SFBATHROOM10' - 3"254 SFSTUDY206 SFFOYER5' - 0"14' - 5"14' - 6"14' - 8"13' - 0"13' - 9"18' - 6"5' - 0"3' - 4"3' - 2"12' - 5"12' - 2"5' - 6"5' - 0"5' - 1"206 SFFOYER1A3044A3041' - 6"4' - 6"EXISTING 5' HIGH MASONRY WALLPROPERTY LINESETBACK4' - 0"3' - 9"21 SFCLOSET2' - 0"EXISTING 2' HIGH MASONRY WALLEDGE OF SILDEWALKFRONT PORCHSETBACK45 SFMINI BAR/READING ROOM20' - 5"NEW CURB CUT (REFER CIVIL)ENTRANCESIDE SETBACK6' - 0"SIDE SETBACK6' - 0"REAR SETBACK15' - 0"FRONT SETBACK20' - 0"11' - 6"DRIVEWAY (REFER CIVIL)RAMP DOWNWALKWAY (REFER CIVIL)SIDEWALKFILL IN GRADING (REFER CIVIL)16' - 10"WET BAR MEETS CMC 21.04.378.14' - 4"PLANTERS2' - 8"PLANTERS3' - 0"1' - 6"1' - 6"2' - 2"1' - 6"1' - 6"2' - 2"11' - 0"5A3054' - 6"66' - 7"SIDEWALK 66' - 4"LADDERScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 1/4" = 1'-0"A202FLOOR PLAN 12019.05TERRA BELLADEVELOPMENTAUG 20, 2020 1/4" = 1'-0"1Level 1NO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020N2AXONOMETRIC
DNUPDNA3021A303A303A302212196 SFMASTER BEDROOM118 SFWALK IN CLOSET184 SFBATHROOM3' - 6"14' - 0"8' - 0"11' - 6"15' - 9"8' - 1"16' - 0"15' - 4"13' - 2"15' - 4"1' - 7"5' - 1"5' - 6"3' - 6"3' - 6"1A3046' - 8"4A3041' - 6"4' - 3"3' - 9"1' - 6"REAR DECKDINING AREALIVING ROOMKITCHEN38 SFPOWDERSIDE SETBACK6' - 0"SIDE SETBACK6' - 0"2' - 6"38' - 10"REAR SETBACK15' - 0"FRONT SETBACK20' - 0"41' - 8"48' - 0"45' - 11"2' - 0"1' - 6"1' - 6"1' - 5"1' - 6"1' - 6"1' - 6"2' - 2"2' - 2"2' - 2"2' - 2"11' - 10"5A30523' - 11"ScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 1/4" = 1'-0"A203FLOOR PLAN 22019.05TERRA BELLADEVELOPMENTAUG 20, 2020 1/4" = 1'-0"1Level 2NO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020N
DNDNA30221A3044A304PLANTERSPV PANELSPLANTERSPLANTERSREAR DECK BELOWROOF DECK10' - 2"15' - 8"21' - 3"5' - 2"5' - 0"9' - 5"17' - 4"REAR SETBACK15' - 0"FRONT SETBACK20' - 0"15' - 4"13' - 2"15' - 4"SIDE SETBACK6' - 0"SIDE SETBACK6' - 0"2' - 0"90' - 6"92' - 6"4' - 6"ROOF COVER ABOVE5A30551STAIRCASE ScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007As indicatedA204ROOF PLAN2019.05TERRA BELLADEVELOPMENTAUG 20, 2020 1/4" = 1'-0"1Level 3NO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020ROOF DECK AREA ANALYSISBUILDING COVERAGE -1,815.9 SQ.FT.25% RECOMMENDATION -454 SQ.FT.ROOF TOP DECK AREA -525 SQ.FT.(28.9%) 3/32" = 1'-0"2Top of StaircaseN
Level 172' - 6"Level 282' - 6"Level 392' - 6"ABCDEGUARDS SHALL NOT PROJECT MORE THAN 42" ABOVE THE ALLOWED 25' HEIGHT LIMITPLANTERS SHALL NOT PROJECT 24" ABOVE THE ALLOWED 25' HEIGHT LIMITSETBACKPROPERTY LINESETBACKPROPERTY LINEWHITE PORTLAND CEMENT PLASTERWINDOW ALUMINUM FRAME48"X72"WINDOW ALUMINUM FRAME 36"X48"CURTAIN WALL ALUMINUM FRAME, WOOD MULLIONSGUARD AT 42" HIGH, WOOD HANDRAILWHITE PORTLAND CEMENT PLASTER5' HIGH EXISTING MASONRY Top of Staircase101' - 6"Top of Parapet andPlanter94' - 6"Level 172' - 6"Level 282' - 6"Level 392' - 6"12345OPERABLE WINDOWOPERABLE SLIDERSGUARDS SHALL NOT PROJECT 42" ABOVE THE ALLOWED 25' HEIGHT LIMITWHITE PORTLAND CEMENT PLASTER2' - 0"GUARDS 42" ABOVE FINISHED FLOORCURTAIN WALLALUMINUM FRAME, WOOD MULLIONSSETBACKSETBACKPROPERTY LINEPROPERTY LINEPLANTERS SHALL NOT PROJECT 24" ABOVE THE ALLOWED 25' HEIGHT LIMIT5' HIGH EXISTING MASONRY GUARDS 42" ABOVE FINISHED FLOOROPERABLE WINDOW, ALUMINUM FRAME, 3'X4'Top of Staircase101' - 6"Top of Parapet andPlanter94' - 6"OPERABLE SLIDERSOPERABLE SLIDERSScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 1/4" = 1'-0"A302ELEVATIONEAST/WEST2019.05TERRA BELLADEVELOPMENTAUG 20, 2020 1/4" = 1'-0"1NORTHNO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020 1/4" = 1'-0"2WEST3CARLSBAD SW4CARLSBAD NW
Level 172' - 6"Level 282' - 6"Level 392' - 6"12345PLANTERS SHALL NOT PROJECT MORE THAN 24" ABOVE THE ALLOWED 25' HEIGHT LIMITGARAGE GUARDS SHALL NOT PROJECT 42" ABOVE THE ALLOWED 25' HEIGHT LIMITLANDSCAPE SETBACKSETBACKPROPERTY LINEPROPERTY LINECURTAIN WALL ALUMINUM FRAME, WOOD MULLIONSWHITE PORTLAND CEMENT PLASTERWINDOW ALUMINUM FRAME24"X48"Top of Staircase101' - 6"Top of Parapet andPlanter94' - 6"Level 172' - 6"Level 282' - 6"Level 392' - 6"ABCDEFGUARDS SHALL NOT PROJECT MORE THAN 42" ABOVE THE ALLOWED 25' HEIGHT LIMITPLANTERS SHALL NOT PROJECT 24" ABOVE THE ALLOWED 25' HEIGHT LIMITSETBACKPROPERTY LINESETBACKPROPERTY LINEWHITE PORTLAND CEMENT PLASTERWINDOW ALUMINUM FRAME48"X72"WINDOW ALUMINUM FRAME 48"X72"GUARD AT 42" HIGH, WOOD HANDRAILWHITE PORTLAND CEMENT PLASTERWINDOW ALUMINUM FRAME24"X48"Top of Staircase101' - 6"Top of Parapet andPlanter94' - 6"ScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 1/4" = 1'-0"A303ELEVATIONNORTH/SHOUTH2019.05TERRA BELLADEVELOPMENTAUG 20, 2020 1/4" = 1'-0"2EASTNO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020 1/4" = 1'-0"1SOUTH3SURFSIDE SE4SURFSIDE NE 2
Level 172' - 6"Level 282' - 6"Level 392' - 6"Level 0B63' - 6"DRIVEWAYEXEMPTED AREAPROPERTY LINESETBACKPROPERTY LINESETBACKHEIGHT LIMIT25' - 0"HEIGHT LIMIT25' - 0"EXISTING GRADEPLANTERS SHALL NOT PROJECT MORE THAN 24" ABOVE THE ALLOWED 25' HEIGHT LIMITGUARDS SHALL NOT PROJECT 42" ABOVE THE ALLOWED 25' HEIGHT LIMIT25' HEIGHT LIMIT SIDEWALK66' - 4 1/2"SLOPE VARIES (REFER CIVIL)67' - 6"68' - 6"Top of Parapet andPlanter94' - 6"DRIVEWAY RETAINING WALL(REFER CIVIL)EXISTING MASONRY WALLLevel 172' - 6"Level 282' - 6"Level 392' - 6"Level 0B63' - 6"HEIGHT LIMIT25' - 0"PLANTERS SHALL NOT PROJECT MORE THAN 24" ABOVE THE ALLOWED 25' HEIGHT LIMITGUARDS SHALL NOT PROJECT 42" ABOVE THE ALLOWED 25' HEIGHT LIMITHEIGHT LIMIT25' - 0"EXISTING GRADEFILL25' HEIGHT LIMIT FINISHED GRADE(REFER CIVIL)PROPERTY LINESETBACKPROPERTY LINESETBACKTop of Staircase101' - 6"Top of Parapet andPlanter94' - 6"ScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 1/4" = 1'-0"A304SECTION2019.05TERRA BELLADEVELOPMENTAUG 20, 2020 1/4" = 1'-0"1Section 1NO.DESCRIPTIONDATE1 PRELIM. APP11/7/20192 CDP 103/09/20203 DESIGN UPDATE05/15/20204 CDP 206/15/20205 CDP 308/20/2020 1/4" = 1'-0"4Section 4
Level 172' - 6"Level 282' - 6"Level 392' - 6"Level 0B63' - 6"Top of Staircase101' - 6"DRIVEWAYEXEMPTED AREADRIVEWAYRETAINING WALLTop of Parapet andPlanter94' - 6"PROPERTY LINESETBACK25' HEIGHT LIMIT PLANTERS SHALL NOT PROJECT MORE THAN 24" ABOVE THE ALLOWED 25' HEIGHT LIMITGUARDS SHALL NOT PROJECT 42" ABOVE THE ALLOWED 25' HEIGHT LIMITSLOPE VARIES (REFER CIVIL)EXISTING GRADESIDEWALKScaleProject numberDateHWL PECIVIL ENGINEER2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010760-929-2288GEOTEKSOIL/GEOLOGY REPORT1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081760-599-05093 WEST SURVEYING AND MAPPING40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028760-723-5992STRUCTURE ENGINEERTBDMEP ENGINEER TBDTERRA BELLA DEVELOPMENT LLC OWNER637 BLOSSOM RD, ENCINITAS, CA, 92024646-290-0811JACK BIANARCHITECT1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029STEVE ROGERS ACOUSTICSACOUSTIC REPORT2355 WESTWOOD BLVD, SUITE 411LOS ANGELES, CA 90064310-234-0939ENERGY REPORTTBDLANDSCAPE ARCHITECTTBDCDP 2020-0007 1/4" = 1'-0"A305SECTION 22019.05TERRA BELLADEVELOPMENTAUG 20, 2020NO.DESCRIPTIONDATE 1/4" = 1'-0"5Section 5
CASE NAME: CDP-2020-0007 (DEV2019-0147) – TERRA BELLA DEVELOP
CARLSBAD PLANNING COMMISSION
PUBLIC HEARING WEDNESDAY (NOVEMBER 4, 2020) 3:00 PM PUBLIC COMMENT
TO BE READ INTO THE RECORD AT THE MEETING
My name is Randal Moore and I reside at 6485 Surfside Lane. I designed and built my
home in this neighborhood in 2012.
The notice of this public hearing is dated October 23 and it was received in the mail
several days later. This gave me less than a week to provide comment to the Planning Commission prior to the hearing date of November 4. Therefore, I have not had an opportunity to review the revised plans or to sufficiently consider its implications for my neighborhood. In any case, the initial application was for a 4,656 square foot residence, it is now revised to 4,118 square feet. This represents a 11-1/2 percent change in square footage.
When I submitted my design for Planning Commission approval, I had made substantial
changes (defined as more than 10 percent) from my initial application. At the time, I had
to completely resubmit my application as a new CDP and send new public notices. Why
was this not required in this case?
The initial public notice sent to me in April did not conform to the La Costa Downs Site Specific Plan in three main areas: 1. The height of the proposed residence at the enclosed “Staircase Canopy” was 29 feet, which exceeded the 25-foot height limit by 4 feet. Has this been corrected?
2. The proposed residence extended 3 feet into the front setback because the plans
did not consider the 3 foot utility easement that is not to be included in the
setback. The residence was required to be moved 3 feet back to conform to the
front setback requirement. Has this been corrected? 3. The proposed residence exceeded the 40 percent lot coverage for the same reasons as covered in Item #2 above. Has this been corrected?