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ENGINEERING NOTES
1. OWNER TO OBTAIN CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC
RIGHT-OF-WAY. FAILURE TO DO SO WILL RESULT IN THE ISSUANCE
OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
RESPONSIBILITY OF THE OWNER TO KNOW WHERE THE PROPERTY
LINE IS LOCATED.
3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
PROPERTY LINES.
4. WATER IS TO DRAIN AWAY FROM THE STRUCTURES FOR A MINIMUM OF 5 FEET
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
5. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER,
JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION
ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION
BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE.
MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT
OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED
STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS
OVER A PERVIOUS SURFACE).
6. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED.
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS
AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES
SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE
DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM
IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNATED
FOR BMP'S SHALL BE DELINEATED ON PLANS AND NOTE PLACED ON PLANS
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS
WITHOUT A CITY PERMIT.
STORM WATER QUALITY NOTES
CONSTRUCTION BMP'S
CONCRETE WASHOUT
CONTP.ACTOR SI-W.L ESTABLISH AND USE AN ADEQUATELY SIZED CONCREfE WASHOUT AREA TO CONTAIN WASHOUT WASTE ON SITE.
IT IS lll.EGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM WATER CONVEYANCE
SYSTEM OR Nff RECEMNG WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING TI,E WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS Af.lD INGRESS TO PREVENT TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH PS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES A SPECJFlC Nl.f.A AWAY FROM GVTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLE PARKING,
VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPA.IRS SI-W..l BE MADE OFF SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED
AGAINST EROSION BY INST.AWNG EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER
VEGETATION, AND BONDED FIBER t.fATRIX.
NO EXCAVATION AND GRADING ACTMTIES ARE ,ALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL f1ROTECT
CHANNELS AGAINST EROSION USING PERMANENT ANO TEMPORARY EROSION CONTROL MEASURES.
REti!OVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. 00 NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY
HELP DECR~E EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION
CONTROL PURPOSES. EROSION SHAU BE PREVENTED BY PLANTING FAST-GROWING ANNUAL ANO PERENNIAL GRASSES TO
SHIELD AND BIND THE SOIL PL.ANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES t.fAY INCLUDE SOIL,
PAVING MATERIAI...S, ASPHAlT, CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER FLOWS ANO STORMDRAIN INLETS. STOCKPIL£S SHALL BE COVERED OR PROTECTED WITH SOIL STABIUZATICN
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAJNING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR 'NITH
THE CIT't' OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAJLABLE TO
EVERYONE WORKING ON-SITE. THE PROPERTY OWNER ANO THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ~VT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OS ALL WASTF. AND UNUSED CONSTRUCTION MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM
IS STRICTLY PROHIBITED
NO SEEPAGE FROM DUMPS1ERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL
REMAIN CLOSED AT All TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
COVERED WITH TARPS IN ORDER 10 AVOID RAIN CONTACT WITH ANY TRASH MATERIAL
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS. BROKEN ASPHALT AND CONCRETE,
WOOD AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE
LANDFILL OR DISPOSED OF PS HAZARDOUS WA.STE. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS, CONTRACTOR SHALL PROVIDE
SECONDARY CONTAJNMENT AND LOCATE PORTABLE TOILETS AWAY FROl.1 STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GVTTER, AND STORMDRAIN, CONTRACTOR MUST ROUTINELY
CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWA.Y FROM CONSTRUCTION SITE.
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2646
SURFACE WATER SHALL DRAIN AWAY FROM THE
BUILDING MIN 6" FALL WITHIN 1st 10 FEET
FIRE DEPT NOTES
1. APPROVED ADDRESS NUMBERS AND/OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING
BUILDINGS AND AT APPROPRIATE ADDITIONAL LOCATIONS AS TO BE PLAINLY VISIBLE AND LEGIBLE
FROM THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION OR APPROACH.
S/oJD NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, AND SHALL MEET THE FOLLOWING MINIMUM
STANDARDS AS TO SIZE: 4" HIGH WITH A 3/8" STROKE FOR RESIDENTIAL BUILDINGS
2. GATES -ALL GATES OR OTHER STRUCTURES OR DEv1CES, WHICH COULD OBSTRUCT FIRE
ACCESS ROADWAYS OR OTHERWISE HINDER EMRGENCY OPERATIONS, ARE PROHIBITED
UNLESS THEY MEET STANDARDS APPROVED BY THE FIRE DEPARTMENT. GATES ACROSS FIRE
ACCESS ROADWAYS SHALL BE AUTOMATIC AND EQUIPPED WITH APPROVED EMERGENCY KEY
OPERATED SWITCHES OVERRIDING ALL COMMAND FUNCTIONS AND OPENS THE GATE(S). GATES
ACCESSING FOUR OR MORE RESIDENCES OR RESIDENTIAL LOTS, OR GATES ACCESSING HAZARDOUS,
INSTITlfflONAL, EDUCATIONAL OR ASSEMBLY OCCUPANCY GROUP STRUCTURES, SHALL ALSO BE
EQUIPPED WITH APPROVED EMERGENCY TRAFFIC CONTROL ACTIVATING STROBE SENSORS WHICH
WILL ACTIVATE THE GATE ON THE APPROACH OF EMERGENCY APPARATUS W1TH A BATTERY BACKUP
OR MANUAL MECHANICAL DISCONNECT INCASE OF POWER FAILURE. ALL AUTOMATIC GATER MUST t.1EET
FIRE DPARTMENT REQUIREMENTS FOR RAPID, RELIABLE ACCESS. WHERE THIS SECTION REQUIRES
AN APPROVED KEY OPERATED SWITCH, IT SHALL BE DUAL KEYED OR DUAL SWITCHES WITH COVERS
PROVIDED TO FACILITATE ACCESS BY LAW ENFORCEMENT PERSONNEL.
3. A CLASS "A" ROOF ASSEMBLY SHALL BE INSTALLED
4. HOUSEKEEPING -GOOD HOUSEKEEPING SHALL BE MAINTAINED AT ALL TIMES. ACCUMULATION OF COMBUSTIBLE
WASTE MATERIALS IN THE BUILDING SHALL NOT BE ALLOWED
NFPA 13D FIRE SPRINKLERS WILL BE
INSTALLED FOR THE PROIPOSED ADU ONLY
GENERAL NOTES
1. THIS PROJECT SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE
THE 2019 CALIFORNIA MECHANICAL CODE, THE 2019 CALIFORNIA PLUMBING CODE,
THE 2019 CALIFORNIA ELECTRICAL CODE, THE 2019 CALIFORNIA ENERGY CODE,
THE 2019 CALIFORNIA FIRE CODE, THE 2019 RESIDENTIAL CODE, AND
THE 2019 CALIFORNIA GREEN STANDARDS CODE.
2. MINIMUM 65% CONSTRUCTION DEBRIS WILL BE RECYCLED.
3. OWNER TO OBTAIN CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC
RIGHT-OF-WAY. FAILURE TO DO SO WILL RESULT IN THE ISSUANCE
OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
RESPONSIBILITY OF THE OWNER TO KNOW WHERE THE PROPERTY
LINE IS LOCATED.
4. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL, WHO SHALL REVIEW THEM
AND FORWARDTHEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT
THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE
BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.
THESE ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUt.lENTS
HAVE BEEN APPROVED BY THE BUILDING OFFICIAL
ITEM:
5. ADDRESS NUMBERS SHALL BE CLEARLY VISIBLE FROM THE STREET
FRONTING THE STRUCTURE. WHERE STRUCTURES AREA LOCATED OFF
A ROADWAY OR LONG DRIVEWAYS, A MONUMENT SHALL BE PLACED AT
THE ENTRANCE WHERE THE DRIVEWAY INTERSECTS THE MAIN ROADWAY.
PERMANENT ADDRESS NUMBERS SHALL BE DISPLAYED ON THIS
MONUMENT. MINIMUM FIVE (5) INCH NUMBERS FOR RESIDENTIAL.
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SITE PLAN
SCALE: 1" = 1 O' -0"
NET CHANGE IN AVERAGE DAILY TRAFFIC = 0
NET CHANGE IN WATER DEMANDS = 0
NET CHANGE IN SEWER GENERATION = 0
CU YDS CUT = 0
CU YOS FILL = 0
CU YDS OVER EXCAVATE/RECOMPACT = 45
CU YOS IMPORT /EXPORT = 0
HEIGHT OF CUT/FILL = 0
TOTAL CUBIC YARDS OF GRADING = 45
PROPERTY OWNER
WEINRICH UNITED REVOCABLE TRUST
330 LA VETA AVE
ENCINITAS, CA 92024
619.887.6725
APPLICANT
BEN LELAND CONSTRUCTION
270 N EL CAMINO REAL SUITE 297
ENCINITAS, CA 92024
760.436.1506
SCOPE OF WORK
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CONSTRUCT 990 SQ FT DETACHED ADU
WITH FIRE SPRINKLERS
VICINITY MAP
BUENA VISTA WAY
SITE
LAGUNA DRIVE LAGUNA DRIVE
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Proposed ADU
PROJECT NAME
COASTAL DEVELOPMENT PERMIT
FOR THE WEINZETTLE-DIETRICH RESIDENCE ADU
PROJECT DATA
ASSESSORS PARCEL NO. : 155 -271 20
SITE ACREAGE : .28 ACRES ( 12,177.5 SQ FT)
ZONING : R-3
LAND USE DESIGNATION : R-15
DENSITY : 3.6 DU/ACRE
BUILDING COVERAGE PERCENTAGE : 21.94% (35% max)
BUILDING COVERAGE AREA : 2,672 SQ FT
PARKING : 3 OFF-STREET SPACES
SCHOOL DISTRICT : CARLSBAD
WATER DISTRICT CARLSBAD MUNICIPAL WATER DISTRICT
SEWER DISTRICT : CARLSBAD MUNICIPAL WATER DISTRICT
CLIMATE ACTION PLAN COMPLIANCE
a. CONSISTENT WITH EXISTING GENERAL PLAN
LAND USE AND ZONING -YES
i. GHG STUDY REQUIRED -NO
b. ENERGY EFFICIENCY REQUIREMENT YES
i. ATTIC INSULATION
c. PHOTOVOLTAIC REQUIREMENT -YES
d. ELECTRIC VEHICLE CHARGING REQUIREMENT -NO
e. HOT WATER HEATING REQUIREMENT -YES
f. TRAFFIC DEMAND MANAGEMENT REQUIRED -NO
LEGAL DESCRIPTION
LOTS 7 AND 10, IN BLOCK 1 OF SUNNYSLOPE TRACT, IN THE CITY
OF CAALSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 486, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 7, 1888.
AREA CALCULATIONS
LOT AREA : 12,177.5 SQ FT
(E) RESIDENCE AREA : 1,027 SQ FT
(E) GARAGE AREA : 555 SQ FT
PROPOSED ADU LIVING AREA : 990 SQ FT
(E) PORCH AREA : 100 SQ FT
TOTAL FOOTPRINT AREA : 2,672 SQ FT
BUILDING COVERAGE : 21.94% (35% ALLOWABLE)
RfCEIVE!D
DEC 03 2021
CITY OF CI\F<L.SBAD
NO. REVISIONS: BY:
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RECEIVED
DEC D3 2021
CITY OF CAnLSBAD
PLANNING f)[VISION
NO, REVISIONS: BY:
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FLOOR PLAN
ROOF PLAN
EXTERIOR
ELEVATIONS
PLAN Fll.E NUMBERS
CDP
PLAN CHK
PERMIT
DATE: 8 -23 -21
SCALE:
1/4" = 1 '-0"
JOB. NO.
210827
SHEET
A-1