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CDP 2020-0007; TERRA BELLA DEVELOPMENT; Planning Commission
CITY OF CARLSBAD PLANNING COMMISSION Case Name: /e_rl'Ji.-&.J),._, o~vdop/"iluii Case No.: {',hf' .:l•2,0 -oot>1 TERRA BELLA DEVELOPMENT 6479 SURFSIDE LANE, CARSLBAD, CA 92011 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA 90032 475 201 2029 I ' CDP 2020-0007 1 2 3 4 5 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO. DESCRIPTION PRELIM. APP CDP1 DESIGN UPDATE CDP2 :cop 3 C-38202 9-30-2021 RENEWAL DATE DATE 11/7/2019 03/09/2020 05/15/2020 06/15/2020 08/20/2020 ' ' TERRA BELLA DEVELOPMENT COVER Project number 2019.05 Date AUG 20, 2020 AOOO Scale * ' A.GENERAL 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION 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 OF ANY POWER LINES -WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. 2. OBTAIN PERMITS FROM PUBLIC WORKS PRIOR TO CONSTRUCTION AS NEEDED. 3. OUTLETS ALONG WALL COUNTER SPACE, ISLAND AND PENINSULA COUNTER SPACE IN KITCHENS SHALL HAVE A MAXIMUM SPACING OF 48". (210-52 NEC) 4. THE FIRST LIGHT IN THE NEW AND REMODELED BATHROOMS AND KITCHEN SHALL BE AN ENERGY EFFICIENT LIGHT MEETING A MINIMUM OF 40 LUMENS PER WATT (E.G. FLUORESCENT LAMP). (T-24, SEC. 130(8) & 150(K)) 5. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1) 6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE 7. THE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION R313.3 OR NFPA13D. (R313, 12.21A.17(D)). THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION. 8. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3) 9. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4) 10. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4) 11. A MINIMUM OF 50 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE SHALL BE RECYCLE AND/OR SALVAGE FOR REUSE IN ACCORDANCE WITH CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4 DIVISION 4.4. (R324) 12. WHEN A VAPOR RETARDER IS REQUIRED, A CAPILLARY BREAK SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.5. (R506.2.3.1) 13. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROX. 10 SQ. IN. FOR EACH 10 SF OF ATTIC AREA) IS REQUIRED. (R806.2) 14. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22" X 30" MIN.). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHIN A SMALL CLOSET SPACE. (R807.1 ). 15. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEG AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE AT THE DESIGN TEMPERATURE (R303.9) 16. PROVIDE A CLASS A,B OR C FIRE-RETARDANT ROOF COVERING PER SECTION R902.1. 17. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBER, BUILDING NUMBERS OR APPROVED IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (R319.1) 18. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 19. STUCCO SHEAR WALLS SHALL UTILIZE FURRING, GALVANIZED NAILS (HAVING A MINIMUM 11 GA.,1-1/2" LONG, 7/16" DIAMETER HEAD, 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 REPORT IS PERMITTED. 20. STRUCTURAL WOOD SHEAR WALLS SHALL BE COVERED WITH MINIMUM TWO LAYERS 15# FELT UNDERLAY PRIOR TO PLACING FINISH MATERIAL. 21. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT THE EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY TO REMOVE ANY GRAFFITI WITHIN 7 DAYS OF THE GRAFFITI BEING APPLIED. (6306) B. BATHROOMS 1. ALL SHOWER ENCLOSURES, REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR AREA OF NOT LESS THAN 1024 SQUARE INCHES (0.66 M2) AND SHALL BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER (0.76 M) CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT 70 INCHES (1.8 M) ABOVE THE SHOWER DRAIN OUTLET. (PLUMBING CODE SECTION 410.4) 2. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2). 3. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 4. A MIN 12" SQ. ACCESS PANEL TO THE BATHTUB TRAP SLIP JOINT CONNECTION IS REQUIRED. (PLUMBING CODE SECTION 405.2) 5. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET 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 OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3). C. LAUNDRY ROOM 1. CLOTHES DRYER(S) LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE OR TO AN AREA WHICH IS NOT HABITABLE AND DOES NOT CONTAIN OTHER FUEL BURNING APPLIANCES (BUT NOT BENEATH THE BUILDING OR IN THE ATTIC AREA). (M.C. 504.3.1 ). 2. A 4" CLOTHES DRYER MOISTURE EXHAUST DUCT IS LIMITED TO A 14 FEET LENGTH WITH TWO ELBOWS FROM THE CLOTHES DRYER TO THE POINT OF TERMINATION. REDUCE THIS LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF 2. (M.C. 504.3.2, M.C. 908). D. MEANS OF EGRESS 1. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS 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 SF AT GRADE LEVEL) & 44" MAXIMUM TO SILL. ( R310.1) 3. OCCUPIED ROOFS SHALL BE PROVIDED WITH EXITS AS REQUIRED FOR STORIES. 4. AT LEAST ONE DOOR SHALL BE 36" WIDE BY 80" HIGH (R311.2) E. GRADING AND FOUNDATION 1. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED. 2. PROVIDE CORROSION RESISTANT WEEP SCREED BELOW THE STUCCO A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREA. F. ZONING NOTES 1. A/C UNITS AND WATER HEATERS ARE NOT ALLOWED IN THE REQUIRED SIDE YARDS AND FRONT YARD UNLESS SPECIFICALLY ALLOWED BY EXCEPTION PER INFORMATION BULLETIN P/ZC 2002-006. G. SPECIAL HAZARDS 1. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE EXCEPTIONS) (R308.4) 1.1. FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND Bl- FOLD DOOR ASSEMBLIES 1.2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. 1.3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1.3.1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE 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 INCHES HORIZONTALLY OF THE GLAZING. 1.4. GLAZING IN RAILINGS 1.5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 1.6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATER'S EDGE. 1.7. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. 1.8. GLAZING ADJACENT TO LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD. 2. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING (RESEARCH REPORT NOT REQUIRED). (R308.6.9) 3. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SID8 OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING."(PER ORDINANCE 170,158) (SEPARATE PLUMBING PERMIT IS REQUIRED). 4. WATER HEATER MUST BE STRAPPED TO WALL. 5. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR AL TERA TIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000). (R314.6.2) 6. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. (R314) 7. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. (R315) 8. FOR GLASS HANDRAILS AND GUARDS, THE PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED. A SAFETY FACTOR OF FOUR SHALL BE USED. THE MINIMUM NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4 INCH. (240) H. SECURITY REQUIREMENTS 1. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. (6706) 2. SCREENS, BARRICADES, OR FENCES MADE OF A MATERIAL WHICH WOULD PRECLUDE HUMAN CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY OR SIMILAR SURFACE WHICH IS WITHIN 8 FT. OF THE UTILITY POLE OR SIMILAR STRUCTURES. (6707) 3. WOOD FLUSH-TYPE DOORS SHALL BE 1-3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION. 91.6709.1. DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. (6709.4) 4. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON-REMOVEABLE HINGE PINS. HINGES SHALL HAVE MIN.1/4" DIA. STEEL JAMB STUD WITH MIN.1/4" PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND WALL 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 ON EXTERIOR. DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT (LATCH NOT REQUIRED IN B, F, ANDS OCCUPANCIES). (6709.2) 6. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MIN. THROW OF 3/4". (6709.2) 7. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16" THICK WITH SHAPED PORTIONS NOT LESS THAN 1/4" THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 SQ. IN. IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2 INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1-3/8 INCHES AND 3 INCHES IN WIDTH. (91.6709.1 ITEM 2) 8. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL FROM TRACK WHILE IN THE CLOSED POSITION. (6710) 9. SLIDING GLASS DOORS PANELS SHALL BE CLOSED AND LOCKED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SEC. 6717.1 10. METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL SHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERA TED. (6711) 11. PROVIDE METAL GUIDESAT TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILLE-TYPE DOORS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. (6712) 12. IN GROUP B, F, ANDS OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION GREATER THAN 5 INCHES BUT LESS THAN 48 INCHES SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED BURGLARY-RESISTANT MATERIAL OR PROTECTED WITH METAL BARS OR GRILLES. (6714) 13. GLAZED OPENINGS WITHIN 40 INCHES OF THE REQUIRED LOCKING DEVICE OF THE DOOR, WHEN THE DOOR IS IN THE CLOSED AND LOCKED POSITION AND WHEN THE DOOR IS OPENABLE FROM THE INSIDE WITHOUT USE OF KEY, SHALL BE FULLY TEMPERED GLASS PER SECTION 2406, OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLES HAVING A MAXIMUM OPENING OF 2 INCHES. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO SLIDE GLASS DOORS WHICH CONFORM TO THE PROVISIONS OF SECTION 6710 OR TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2 INCHES IN THEIR GREATEST DIMENSION. (6713) 14. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN GROUP B, F, MAND S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS-BARS, AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED STEEL HASPS. (6715.2) 15. SLIDING WINDOWS SHALL BE PROVIDED WITH LOCKING DEVICES. A DEVICE SHALL BE INSTALLED IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. (6715.1) 16. SLIDING GLASS WINDOWS SASH SHALL BE CLOSED AND LOCKED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SEC.6717.2. 17. ANY RELEASE FOR METAL BARS, GRILLES, GRATES OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE CLOSEST OPENING THROUGH SUCH METAL BARS, GRILLES, GRATES OR SIMILAR DEVICES THAT EXCEEDS 2 INCHES IN ANY DIMENSION. (6715.4) 18. ALL OTHER OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS OF NOT LESS THAN 6 INCHES IN ONE DIMENSION. (6716.6) SHEET NUMBER A000 A001 A002 A003 A101 A201 A202 A203 A204 A301 A302 ;A303 A304 A305 DRAWING INDEX SHEET NAME COVER DRAWING INDEX GENERAL NOTES AND DRAWING INDEX ABBREVIATION AND SYMBOLS SITE PLAN FLOOR PLAN BASEMENT FLOOR PLAN 1 FLOOR PLAN 2 ROOF PLAN ELEVATION ALL ELEVATION EAST/WEST ELEVATION NORTH/SHOUTH SECTION SECTION 2 GROSS AREA LEVEL I AREA (SQFT) GARAGE 500 LEVEL OB (W GARAGE) 1559 LEVEL 1 1594 'LEVEL2 1464 ITOTAL 4,639 G) Level OB 1 1/16" = 1'-0" @ Level 1 2 . 1/16" = 1'-0" @) Level2 3 1 /16" = 1 '-0" 1 2 3 CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACKBIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE. FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT * 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO. DESCRIPTION DATE PRELIM. APP 11/7/2019 CDP 1 03/09/2020 DESIGN UPDATE 05/15/2020 ;4 CDP2 06/15/2020 ,5 i I ' !CDP3 TERRA BELLA DEVELOPMENT 08/20/2020 GENERAL NOTES AND DRAWING INDEX Project number 2019.05 Date AUG 20, 2020 A002 Scale 1/16" = 1'-0" C D 0:: ~ C -0 0 C C, >, C D C 0 N 0 ~ 0 ~ "' 0 <i 0 f--- 0 . _, (L 0 <i 0 w > <i V> I LIMITS OF TEMP SHORING BY OTHERS I A .. ~ ,, ------~---,_ i~J; . i ·~i \r; 5 1 o~EG ; i"' .. ; -... ·· ... :11 69 . FS I I rf .. ·11t f t~ --'----~ ---i'"j' r ~ 11 I !y • BA1JMENT AND : if~ i ••.1· .. ,i I r 68.75 FL 1 · EXISTING 5' HIGH /~}; ~ II C/Y MASONRY WALL • . ' . I ' I I I I 'r ... \i · .. ~--------< •. : · -tj> ... ·•·. i . . .. ~:· .. ~:1:, ·• I .. L,o""'';""_'J"."'.'::;"":"""''1~~="'. 15.0' ,.: 68.70TG, ·-· '•.-5°1°--~---;,e.l .. _ ,1..... 67 .. 25 IE .. · • • ·· • "' · __ , __ , __ _ 6.0' 4 REAR ___ ,.·C{' ~-••v EXISTING 5' HIGH MASONRY WALL I SETBACK I FIRST LEVEL I 20.0' FRONT SETBACK APN: 214-021-04 (EMPTY GRADED DIRT LOT) GARAGE BASEMENT AND SUNKEN PATIO BELOW 63.70 FS 1% (EXISTING 2-STORY RESIDENCE) 40.0' 23.0' 18.0' I EXISTING 5' HIGH MASONRY WALL ~ " i I i FF=72.5 3.0' 3.0' I !L.__....:._~-C:'.-------- w EXISTING R/W 20.0' 18.0' I -----------------•--.. :0:~ Ii--., --------~ I SUNKEN~Jf1if -----. ---------------~ BASEMENT LEVEL ~ -~ --~ w/ LAP POOL:,'{· FF=63.5 I TRENCH DRAIN TYPICAL SITE SECTION A-A SCALE: 1" = 10' ------------------------ I I I EXISTING TELEPHONE PEDESTAL EXISTING COMMUNICATION PEDESTAL I ' L I EXISTING 3.0' 2 SIDEWALK 6.0' SIDEYARD SETBACK I ' ' 18 0 co w b "' "' " I~ i I (/) ' i . ' i l i ! : 66.51 FS I I ' I • I 20.0' 66.55 TC 1 (66.08 FL) 2 1 66.10IE (66.07 FL) 66.47TC (66.03 FL) 66.40 TC (65.96 FL) -s ~o ~ w 0 u 0 '.5 23.0' ~;: CJ) a.. --D:'. w 0 D:'. (/) w D:'. to w 0 0. f- >->-~ -< w s > w -> D:'. - 0 ~ w "' 0 3~ ;:: ~ CJ) ox N W -- I z <( 2 D:'. w i CJ z ~ x w 5 EXISTING CURB & GUTTER 4/ ::. No. 81085 Exp. 09-30- -- -s- 40.0' R/W (/) (F, -- w z CJ) <( z ....I <( 2 w D:'. w s 0 w (/) -CJ Cl) z ;:: (/) LL x w 0:: ::J Cl) EXISTING SEWER MANHOLE 20.0' ' : ' , ~ 0:: I I ! I PROPOSED IMPROVEMENT NOTES: (j) PROPOSED 4" AREA DRAIN 0 PROPOSED SIDEWALK UND£RDRAIN PIP£ PER SDRSD D-27. Q) PROPOSED CONCRETE DRIV£WA Y /J) PROPOSED BACK FLOW PER STD. W-3A @ EXISTING WA T£R LATERAL AND METER TO 8£ UPSIDE TO 1" TO M££T CURRENT STANDARDS A CDP 2020-0007 CITY OF OCEANSIDE HIGHWAY 78 OF VISTA PROJECT SITE CITY OF SAN MARCOS AVE CITY OF ENCINITAS VICINITY MAP GENERAL INFORMATION 1. ASSESSOR'S PARCEL NUMBER. ..... 2. SITE ACREAGE. 3. GENERAL PLAN DESIGNATION: ..... . 4. EXISTING ZONING: ........... . .. ........ 214-021-11 ......... 0.106 AC . .. R-8 .. ....... R-1 5. USAGE OF LOTS .................................................... RESIDENTIAL 7. SERVICE OISTRICTS: SCHOOL DISTRICT -CARLSBAD UNIFIED SCHOOL DISTRICT WATER DISTRICT -CARLSBAD MUNICIPAL WATER DISTRICT SEWER DISTRICT -CITY OF CARLSBAD 8. AVERAGE DAILY TRAFFIC ........ . 9. AVERAGE POTABLE WATER DEMAND .. 10. AVERAGE SEWER GENERATION ............ . LEGAL DESCRIPTION ..10 ADT . .550 GPO . .. 220 GPO LOT 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 THEREOF NO. 2013. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON APRIL 6, 1927. EXISTING EASEMENTS (D 3' PUBLIC STREET AND EASEMENT PUBLIC UTILITY EASEMENT GRANTED TO THE CITY OF CARLSBAD, DEDICATED PER DOC# 1994-0701553, RECORDED DECEMBER 7, 1994 @ 3' PUBLIC UTILITY EASEMENT GRANTED TO THE CITY OF CARLSBAD, DEDICATED PER DOC# 1994-0703807, RECORDED DECEMBER 8, 1994 @ 5' PUBLIC UTILITIES EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY. DEDICATED PER DOC# 1995-0031456, RECORDED JANUARY 24, 1995 © 5. 6' PUBLIC UTILITY EASEMENT DEDICATED PER MAP 02013 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. EARTHWORK QUANTITIES: CUT: ... 712 CY FILL: 26 CY EXPORT: ............ 686 CY REMEDIAL: ........ 280 CY ABBREVIATIONS BS BOTTOM OF STEP BW BOTTOM OF WALL EG EXISTING GROUND FF FINISH FLOOR FG FINISH GROUND FL FLOWLINE FS FINISH SURFACE IE INVERT ELEVATION S.B. SETBACK TW TOP OF WALL TC TOP OF CURB TS TOP OF STEP f---1 ___,~ 5 0 SCALE: 1" = 5' 1--1 5 10 15 I EXISTING 5' HIGH MASONRY WALL FIRST LEVEL I 1-----f-------+--------------+-----+----+----t----l I SH1EET I CITY OF CARLSBAD I SHE1ETS I PLANNING DEPARTMENT ~=::'....'::::=========:...::::=~ ' FF=72.5 [/ I I -------"'-I, -- BASEMENT/ GARAGE LEVEL FF=63.5 SITE SECTION B-B SCALE: 1" = 10' HOVVES i 1/-JEILER r LANDY Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 6479 SURFSIDE LANE CARLSBAD, CA 92011 DRAWING NAME: PRELIMINARY GRADING PLAN PROJECT INFORMATION SUMMARY OF WORK NEW WORK CONSISTS OF THE CONSTRUCTION OF A SINGLE FAMILY RESIDENCE. BUILDING CODE NOTES 1. REFERENCE CODES 1.1.2019 CALIFORNIA BUILDING CODE 1.2. 2019 CALIFORNIA GREEN BUILDING CODE 1.3. 2019 CALIFORNIA ELECTRICAL CODE 1.4.2019 CALIFORNIA MECHANICAL CODE 1.5.2019 CALIFORNIA PLUMBING CODE 1.6.2019 CALIFORNIA RESIDENTIAL CODE 2. OCCUPANCY GROUP 2.1. R-3 3. CONSTRUCTION TYPE 3.1. TYPE V-B 4. FIRE RESISTANCE 4.1. PER TABLE 601, ALL STRUCTURE, COLUMNS, WALLS, PARTITIONS, FLOORS, AND ROOFS REQUIRE 0-HOUR FIRE RESISTANCE RATING. 4.2. THE BUILDING IS EQUIPPED THROUGHOUT WITH A RESIDENTIAL FIRE SPRINKLER SYSTEM. 4.3. THERE ARE NO FIRE SEPARATION DISTANCES <5'. 4.3.1. NO EXTERIOR WALLS REQUIRE FIRE RATING. THERE IS NO LIMIT TO PROTECTED OR UNPROTECTED OPENINGS. ZONING NOTES 1. 1.1. 2. 2.1. 3. 3.1. 3.2. 4. 4.1. 5. 5.1. 6. 6.1. 6.2. 7. PROPERTY ADDRESS 6749 SURFSIDE LANE, CARLSBAD, CA 92011 LEGAL DESCRIPTION APN: 2140211100 REFERENCE CODE CARLSBAD MUNICIPAL CODE LA COSTA DOWNS SP 201 USE ZONE R1 LOT AREA 60'X77' = 4,620 SQ.FT. ALLOWABLE COVERAGE 1,848 SQ.FT. (40% COVERAGE) PROPOSED COVERAGE 1,828.9 SQ.FT (39.6%) BUILDING HEIGHT 7.1. SUBJECT TO THE HEIGHT LIMIT FOR THE UNDERLYING ZONE, 25' OR TWO FLOORS. 8. SETBACK 8.1. FRONT YARD 20' 8.2. SIDE YARD 6' 8.3. REAR YARD 15' 9. PARKING 9.1. TWO-CAR GARAGE 10. CLIMATE ACTION PLAN 10.1. CONSISTENT WITH EXISTING GENERAL PLAN LAND USE AND ZONING-YES 10.2. ENERGY EFFICIENCY REQUIREMENT -NO 10.3. PHOTOVOLTAIC REQUIREMENT-YES-8 KWDC 10.4. ELECTRIC VEHICLE CHARGING REQUIREMENT -YES- 1 EVSE READY 10.5. HOT WATER HEATING REQUIREMENT-YES 10.6. TRAFFIC DEMAND MANAGEMENT REQUIREMENT -NO 11. TRAFFICIMPACT:10ADT 12. WATER DEMAND: 550 GPO 13. 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V •1' ' V 0 --"' v DRIVEWAY (REFER CIVIL) v i rx ------~ -'-~ -------------------------------------,,/~·-·~~------------------------------------~----t~-----~ ~ ::;- L ~ 6 0 N APN: 214-021-04 EMPTY GRADED DIRT LOT I ~ I ~ • " w , ~ " I ~~.: t ____ -----;:;~7~+b_~-----------------------------------~/' ----~i~~:~1-~----=1 1 ; r ---------------~----.·,---x.'~----..L+----'!.------,~------------------------(.) r< w LL w /i_·. l\!i .\ SIDEWALK ~ ; I I i ==============================:':=======1 ''=/=:=i l=======================:::t==:'.s:== -=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-::+:ti!c=================:t============================ f; f-:::, (.) al r< :::, (.) s w z Ii 6 " 0 ~ w N " 0 a u :o ,. SURFSIDE LANE 69< --------------------------------------------------------------------------C.LOFITTREIT---------~------------------------ 1 Site 3/16" = 1 '-0" I CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 C-38202 HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO. DESCRIPTION 09 -30-2021 DATE * : 1 PRELIM.APP 11/7/2019 ' ·. 2 3 4 5 •CDP 1 DESIGN UPDATE CDP2 ,cop 3 I I TERRA BELLA DEVELOPMENT SITE PLAN , 03/09/2020 ! 05/1512020 I 06/1512020 I 0812012020 : I ' i i Project number 2019.05 Date AUG 20, 2020 A101 Scale 3/16" = 1'-0" I I - !!-I ' ! ' -1--w 6 -11 "ffi 0 ~ "' ~ 0 0 =i I !.~:g "' w I .. z w -i la+-_II,,~ z C -I ,--r -=L 11-,!11 .. 1 i i. 111 .. _ I 11 ... 1 6-i\ Section B1 1!::'..Y 1/4" = 1'-0" ',,JI \JI ' ,_ill -FILL- • i I . Uii= -1 I +co = l:il~ I . -~ L 1il,r ~·-·=>t- '1-1 ,' I-'-. ' I ~ ,._ ,,-11: I I ' ·, I I -111-111.-,11-11 -1-.,-1,,- @Section B3 3 1/4" = 1'-0" Level 1 ~ 72' -6" Level OB 63' -6" Level 1 ~ 72' -6" Level OB ~ 63' -6" Level 1 -----+-r--------72' -6" -1-1,i-_ :-1 -1 ·1-i1•-ll1-1-... 1-, 1-... 1 -... --• -, I - @ Section B6 6 1/4"=1'-0" ~ Section B4 B4 1/4"=1'-0" ,• -. .·DRIVEWAY BASEMENT ANALYSIS 1. BASEMENT DEFINITION 21.04 045 BASEMENT. I I I @Section B2 2 1/4" = 1'-0" I ---- 11rrf 111 w 0 < " ! -111= • 0 ~ 0 1,-,-sci" ~ =111==1 i;; a TT-1'[~ w 1,-1 1- ! I I bl "'I I I I II 111 11.,, Ill= -• 1 ,_• -1 I I 1-'-, ' ,_, ' i I i :1 - II @ Section B5 1/4" = 1 '-0" I I b "' I I I ·1 I ! ... ·-=11·1·==111 .. 1 1_1·-.: ---. -1· -, 11-,11-11:-I I- @ Section B7 B 1/4" = 1 '-0" PARKING Level 1 ~ 72' -6" Level 1 ~ 721 -611 Level OB~ 63' -6" Level 1 72' -6" Level OB~ 63' -6" "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 PERIMETER 37'-5" + 1'-6" + 1'-6" + 24'-11" + 5'-0" + 20'-1" + 32'-5" + 44'-8" TOTAL= 167'-6" 3. PERIMETER COUNTS TOWARD COMPLIANCE 37'-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. CONCLUSION SINCE 75.1 % OF THE PERIMETER MEETS THE REQUIREMENTS OF 21.04.054 THEREFORE THIS LEVEL IS CONSIDERED A BASEMENT. I I 6' -O" SIDE SETBACK --1o I FT I I J I I I . i I I F------I " -I -. I - I. I I --I . .. .. I -·: - I I I I .. --I -. -b " N I I I I l ----- I I I I ~· -•~-•.--- 1 I I I I i ' 11 ! I I I . 23' -O" DRIVEWAY (REFER CIVIL) DECORA.TIVE CONCRETE ?AVERS LAP ?OOL 44'-B" ' 21'. 8" 24' -11" 'I I i I .. ' '. __ _,, .. •'-' - .. ' '.. ' ... . i / 6' -0' : ,,-, --s=1o=e s=eTBA~CK---.1' 1' -6" I ---- 1 I I I ~ :-----' i i I i _,. --- : : - I . I PROPERTY LINE L ----------'-J--------------------------------------,-\ 1 Level OB 1/4"=1'-0" SIDEWALK I\ PROPERTY LINE 4 A304 CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 * C-38202 * <,P 09 -30 -2021 /' RENEWAL _-::::,.V: --;' )-,$-DATE ~ j1 ,2 13 4 5 OF CA\..l'rO HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST SUITE 217, CARLSBAD. CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA. CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE. FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES. CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO. DESCRIPTION 1PRELIM APP CDP 1 DESIGN UPDATE CDP2 CDP3 TERRA BELLA DEVELOPMENT FLOOR PLAN BASEMENT DATE 11/7/2019 03/09/2020 05/15/2020 06/15/2020 08120/2020 i Project number 2019.05 Date AUG 20, 2020 A201 Scale 1/411 =1 1-011 0 AXONOMETRIC -~ ' ~~, -· -------------------------------------- ------- ~ 6 "' ...J ...J ~ >-Cl'. z 0 Cl) <{ 2 I "' x in "' z >= Cl) x w ...J ...J ~ ~ z 0 U) ~ I (,2 I N "' z ~ x w 6' -o· 14' -8" 14' -6" 14' -S" 6' -O" SIDE SETBACK SIDE SETBACK ,....j_~------=-=-----_---+1-_-::-~~.t----~==---==-=------_-_-_-----tL--J~---_----_-_-~---===--~-_::::_-_----J-11:-_-_-~---~==---=-=--------_-_-_---j-l-~~=---llll-:::i __ _____,. "' 0 iii r w Cl) I . l . . I 'I .I I ,_ -I _ -I ':1 ·1 I _.. 1-·. l ··I, I-. --1 ! ' . ' ON_:. 1 ~ • "! ·_-.. -1 · -I ,-I · I ,---------------------1-··-,.~·.·: ,f :! . 1:--:--:1~-~··-.. ~ I 11' -O" I I I I I "3' -0""" 0 IIII I I ll lllll llllllfmrt lll lll l 1111 11111 1 4· -o· □ T q 18' -6" RAMP DOWN DRIVEWAY (REFER CIVIL) 20' -5" 2' • 2" 3' -4" I • • • • • • • • • • • • • LADDER ----- -----------~-""lfi'fffiTffiTFUfffirrnTTF"nfffiTTFn'lfffffi,r----~ . ,. -6" I 6 s • • ENTRANCE • • • • • • • "" 10' -3" • • Cl) Cl'. w .r :::, z <{ > ...J • Q_ 0 • Cl'. • w LL • w "- 2' -8" >- • ~ . "' ...J • ~ • 4• -4" 3' -2" 4' -6" FRONT PORCH I 11 11 I I l rroo~ I ll ll 11 WET BAR 111 MEETSCMC 21 _04.378.1 I I l l l l l l l l l l l 16" -10' FILL IN GRADING (REFER CIVIL) 1'. 6" "' ~ <IJ r w C/J -i-----, ,-,----,--,-----, W b z :J ;,, >-r Cl'. w ,-,--,a. 0 Cl'. Q_ b 0 N < u < • e w " e z 0 " " "' ...J 66, -7" ~ SIDEWALK 66' -4" D --------------------f=========l,=J,1=========~~~~~========~F====::==='============================,-====~-~==-...J ----ui :::, LL ~ 0 0 w Cl'. "' w SIDEWALK o LL W w Cl'. ==================================:'.:==============t=====:t================================================1=====1===§:==============================================================='============================= Level 1 1 1/4" = 1'-0" <IJ Cl'. :::, 0 ~ z CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCi NiT AS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 x:,DARc ,...'€-,JACKS V V /-ii- ✓ :....\ 1 2 3 4 5 * C-38202 HWLPE CIVIL ENGINEER 2888 LOKER AVENU E EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081 76 0-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO . DESCRIPTION PRELIM. APP CDP 1 DESIGN UPDATE CDP2 CDP 3 TERRA BELLA DEVELOPMENT FLOOR PLAN 1 DATE 11/712019 03/09/2020 05/1512020 06115/2020 08120/2020 Project number 2019.05 Date AUG 20, 2020 A202 Scale 1/4" = 1 '-0" * b b 6' -O" SIDE SETBACK L 2' -0" 15' -4" '."11' -6"7' ,= I ! I i I I! I I I I I: I I ' I I j / i : ': ii i : ; '' i I r i [Q] I I i I i i: l i I I 1 .,r ,, , ! ! 1 11 I , i J I I I I , ! ! i ! 'I : ' " I I! i ' I , I . I • I ': ' ' ,: i =,,,~ ~ ! : , ii 11 I , I 11111111 '' I , I , I II I , I ! 16' -O" ' i I , I 45' -11" 13' -2" - I : I ! • I I : : 'I ,i , ' I ' I , '; : 'i II , I I : I I I ' ; c,-i ! I I 'ii ' I , . '. d 11 KITCHEN I ' " I I' I '' ' 48' -O" pi l-=L::cev~eccl...c2=--------------------------------j A303 j '~ 1/4" = 1'-0" ------------------ 111 i 1' -5" ' I I r ! ! '' : i I I.; 23' -11' ' : ! : I 2' -2" I I 1 -6" ! : : ' ' I ' ' : ! I 15' -4" -, " I ' ',~iii~1 '~1ILC.,-,I i ' ! 1: I •,.\: 1: 1 : !: I m=,,_~-iJ.---l+---+-'1r-''+---, I I I I !I' I !; I I 1 \ 1: 11 -7 -r I_J ;1 :1 :1 ~I ' ' 6' -8" 1' -6" I '11 ' I F= I I= I ' 1'-6" 7: I 'I I I : r1. ;,1 : I I ,· I 6' -O" SIDE SETBACK b J--------------, I i 1 2 3 4 5 CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 * C-38202 (j".l 09-30-2021 '..>-RENEW Al .s;:.Z °1)-; OATE ~- (:" O,=c CA\..1'<-0 HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIL/GEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO, DESCRIPTION PRELIM. APP 'CDP 1 I DESIGN UPDATE CDP2 ;CDP3 TERRA BELLA DEVELOPMENT FLOOR PLAN 2 DATE 11/7/2019 I 03/0912020 ! I 0511 s12020 j 06/1512020 08/20/2020 , ! ' : i I ' ' i Project number 2019.05 Date AUG 20, 2020 A203 Scale 1/4" = 1'-0" " ' ' 11 ii ' ' I □□ □ □ ~ □' Ii _, ::: ~ ii ii \ \ STAIRCASE ® Top of Staircase 3/32" = 1 '-0" ROOF DECK AREA ANALYSIS BUILDING COVERAGE-1,815.9 SQ.FT. 25% RECOMMENDATION -454 SQ. FT. ROOF TOP DECK AREA-525 SQ.FT.(28.9%) N 6' -O" 2' -O" 15' -4" 13' -2" 15' 4" 6'-0" SIDE SETBACK SIDE SETBACK ~---:::::::: ____ -_-_--:=_ ___ :-::-_-____ -_-_-_-____ -::_-::__-::__-::__ ___ :-::-_-____ -_-_-_-____ -::_-::_-_-____ -::_-::_-::_-::_ ___ 1 _____ -_-------=--==--------_-_-____ -_ -_ -_ ---------------~ I I ~ I I ,,.....______..[ - +. I V - 90' -6" ' ! I I ! ' n ! ! h--1 j~;,~ 11 "'I " '' I : i ' I I I, I ' i ' '' - I , , . I '' • REAR DECK BELOW I I I I j I I I I I I I II i I ! I I I I I I I I I I I I i i i ii I I I I I I I I I I 'i I I I I I I i I I I I I ' I I I I I ! I I I I I I ' I I I I I i I I i ; '. I I ! I I I I I I I I I I I I I I I I I I I I i I I I !-~''~'---,-~'-~'·-'--J'--,--, I I I I I ' I I ; I ! I '' I i ' ; I . Ii I 1 i 1; I I i I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I • I ! I I I I I I I : I I I I I ' I ! I I I I I I I I I I I I ; I I I 1 I,: I ' I ! I I I I I I I I I I I I I I I I : I I ' I I I I I I I I I I I I I I i i I I I I I I I I I I i 1 1 1 1 1 1 1 IROOF DECK,',_-,---'1---,Jl---,-_c,--,---''-,J'-i,I~-,---,'--,~'-~' ,---',J'---,~'-,'J'---,-~'--'-,'J'-,1 I I I I I I I I I I I I ! I I ! I I I I I I I I I I I I I I I I , I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I ! ' I I I I I I · I I I I I I I I I I I I I 1 I I I I ! I I I I I I I I I I ! I i , I I I I I i I I I I I I I I I ,r-1-,7 _1,Jl---,-,-,1~1-.-r"--r l_-,---,1---,-~1-,~, -,',J'---,~'-.---"-c'J'-.J'---,-7 _,,J'-,",'---,-.L, I-Li __.1-,--'-i-½_1'-r~'---,-'-1--,-.L,1-.,il---,-.L.,-,92, _ 6,, 1 I : 1 1 I 1 I I I ! I I ! I I I ! I I I i I I I I I I , I : I I I I I I .,. I I I I I I i : I i I I ! I I I I I i I I I I I I I I I I I I I ; \ I I I ! I I ! I : PV PANELS I I I I ~-----~ •~; ------~ i i I ! I I i" I I I I I I I i I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I ! I 1 I i I I I I I I I I Ii I I I I I I I I I i I I I I I I i I I I I I I I I I i I I I I I I I I I I l I I i I I I I I I : I ! I I I I i I I I I I I I I I I I I : I I I I I I I I I 4' -6" Df I I ! I I I I · j'' i I I I I · I I I I I I I I I I I I Iii I ti ,I Iii, II II ' I ,, I :1 I :I I II I I! ii i 1: ' " :, I :1 ., , :1 :1 :1 :1 :1 : :1 :: ,, I I : 11 11 11 I' i! i1 i1 1i 111 I, I, 1! II ,J ROOF COVER ' ' I I I ! I-+-----! I I 1--t-----,. I ~----J .. ,BOVE _______________ --i----------:,1 ~ -----------;------+---,-------------------------------- 17'-4" - ,-- 11 ~ I "~-----------------------------------------~ rl I I L Level3 1f----------------------------------------1/41!=1'-011 CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACKBIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIL/GEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT * 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TSO ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO. DESCRIPTION C-38202 09 -3.0-2021 RENEWAL DATCC: DATE :1 PRELIM. APP 11/7/2019 ' 2 3 4 5 CDP 1 DESIGN UPDATE CDP2 CDP 3 ' ' TERRA BELLA DEVELOPMENT ROOF PLAN 03/09/2020 05115/2020 06/15/2020 08120/2020 Project number 2019.05 Date AUG 20, 2020 A204 Scale As indicated @ CARLSBAD SW w z _, >-f- 0: w a_ 0 0: @ CARLSBAD NW i I \ ! \ I I I I ' I 6 N cp q) - I I I ~ .. ==.i I I G lt~i: / g~~~~!T~~~~~~e~T~E I I I ~I ~ ~i / ALLOWED 25' HEIGHT L:MIT ! l:Jf-----------r----~----,'~---'----------i-------------------+--------~ /I I I >-I ffi l a_ O-'---il: I GUARDS 42" ABOVE FINISHED _ 1 _FLOOR I I I 1 CURTAIN I WALL /2' ALUMINUM I _,,,,,- 1 FRAME, WOOD ~~ I MULLIONS -~ I I GUARDS 42" ABOVE FINISHED , 1 FLOOR <1 I I ~! I ! 1 ~ OPERABLE SLIDERS I ' _,_ I I 1, I I ' I I I I _ _ _ _ I I I I T I I I 1 ! 1 ~ OPERABLE SLIDERS "S 1 ! -------OPERABLE SLIDERS ~ {,, I -\ i!I 7 Ul1 ~ I I I l I ' I ~ I ---,- I I I ' I --~ _____ ,__, 1" -I . ~ ....2._ / ------J----f==::-tt---:1c----1,----e-------i--------t~--+----tf----jf------iit----,------I------JL-------1----+f---- l '-) I : ', --~\ ! I ' ! r---,_ -t--\ -------r-------' I \ ./ i I i I I L--' ) I ' I ' I I '-, I __/ I - I I I I " I 0 <( I (Il f-I w (/) I I - ~ -- cp - I I W I :s >- I f- l ~ ,o I "- Top of Staircase 101'-6" Top of Parapet and Planter 94' -6" Level 3 92' -6" PLANTERS SHALL NOT PROJECT 24" ABOVE THE ALLOWED 25' HEIGHT LIMIT ..,-c-+-------• 1 ~-WHITE PORTLAND CEMENT PLASTER I \~-I I \v, \ ' : L____I Level2 82' -6" / 1 1 ~~~~~E :I \ ~1'~; )i' '~- y ) i Lf ALUMINUM I~ I , 1· I I c:-~ ) I ( I !_ ------1rt--~:-------r 1 1 1- 1 -OPERABLE WINDOW I r----......i____) Fe '' ,,,jl_FRAME, 3'X4' \ I' 1 \ _,/ ,J,,•"\~ \ / : I J~J~· Ill J ~~ '·:1 ✓ '( 1,______ J. _,,-, ~ ,~i , ~---·1 8.1 , ! t>1 , 1 jj -; I I / ---I 111/ \ I ~1jf11 ~ I ' ' \,/\ \ \') I I \ I I ,_ ' I I I '-: ,, •1 I ' ' I ' I I I I I I I I I I I I I I I ' I I I I I I I ' I ' ' I ' I I I I I I I I ' I I ! : I I I I I I I I I I I I I I I I ' Level 1 ~ 72' -6" ® I 7 I I I I I I 7 I i CURTAIN WALL ALUMINUM FRAME, I I I I I I I I I I I ' I I I I I I I I i I I I I I I I I ! I I I I I I I I I I I ' I 1--+-.-'-~-'--rl I I I I I I I ' I I I 5' HIGH EXISTING MASONRY ~1-~--'---1 I I __l I I I I I I I I , , , 1 1 I I I I-I I I I i I ' I I I I I I ®WEST 2 1/4"=1'-0" ® I I I I PLANTERS SHALL NOT PROJECT 24" ABOVE THE ALLOWED 25' HEIGHT LIMIT i======<I er::1 =::::;J I _, I ' ' ' ,, I ' GUARDS SHALL NOT PROJECT MORE THAN 42" ABOVE THE ALLOWED 25' HEIGHT LIMIT I I ~ i ' I I I I I ' I I I I ' I I I I I I I I I ' I ' I I I ' " 0 ;;i f-w (/) I I I ' woo~ MULLIONS ------_,_ -E----llf--+-----+----'-+---------WINDOW ALUMINUM FRAME 48"X72" -E-+--++---------WHITE PORTLAND CEMENT PLASTER GUARD AT 42" I I I I I 1 ' I I I I I ' I I I I I I I I I I I I I I I : I I I I I , I I I I I I ' ' ' ' 0 I ' i Top of_§taircase 101'-6" w I I I ~ I ~ I I i I f5 I ~ Top of Parapet and 1 ~-Planter 94' -6" i Level 3 92' -6" I I HIGH, WOOD -I HANDRAIL -_ __,-~-+[-~\ '--.ac-,~ -~ I Level 2 I I ( ~---+---WHITE PORTLAND CEMENT PLASTER ,--~ --E---1#-----------~--------+---WINDOW ALUMINUM \ 1I 36"X48" I :-1 J //- ) ,l\llll :::=:::;::::i=~=~::c.:::;:=~~==~~=r=;=~::j:;:::==;=======::c:::;======t==;=:r::;::::c::;::::r:::;=::c.:::;:=y/ ::::;=:i"';""c';==~ CD NORTH 1 1/4"=1'-0" I 5' HIGH EXISTING MASONRY ' ,, ' I I I /) ' 82' -6" ,'--./-\ / r \ ~, \ -----,,,__, ' I ! I '----.~ Level 1 72' -6" ' - ~ ~ ~ ~ ~ 1 2 3 4 5 CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201 -2029 HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT 2355 WESTWOOD BLVD, SU ITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO, DESCRIPTION PRELI M. APP CDP 1 DESIGN UPDATE CDP2 CDP 3 ENEWAL DATE ~ CALl'<O DATE 1117/2019 03/09/2020 05115/2020 06115/2020 08/2012020 I TERRA BELLA DEVELOPMENT ELEVATION EAST/WEST Project number 2019.05 Date AUG 20, 2020 A302 Scale 1 /4" = 1'-0" 0 SURFSIDE NE 2 @) SURFSIDE SE w z _, >-,_ a:: w a. 0 a:: a. I I cp w z , ::; ~ 0:: I w :s I a:: a. I I I i WINDOW ALUMINUM FRAME "' 0 <( a, 1-w U) cp I PLANTERS SHALL NOT PROJECT MORE THAN 24" ABOVE THE ALLOW ED 25' HEIGHT LIMIT -+-~ 24"X48" ----~-------+------------;e- WHITE PORTLAND CEMENT PLASTER --'---------+---ss,. r EAST 2 1/4"=1'-0" "' 0 c?i 1-w U) GARAGE ' GUARDS SHALL NOT PROJECT MORE THAN 42" ABOVE THE ALLOWED 25' HEIGHT LIMIT --------~ i I I W INDOW ALUMINUM FRAME 24"X48" ------------+_!_-~ GUARD AT 42" HIGH, WOOD HANDRAIL ------I, --+ -_-- WHITE PORTLAND CEMENT PLASTER --- cp GUARDS SHALL NOT PROJECT 42" ABOVE THE ALLOWED 25' HEIGHT LIMIT I PLANTERS SHALL NOT PROJECT 24" ABOVE THE ALLOWED 25' HEIGHT LIMIT I 1 \--S"'-O=UT-'--H'-'-----+-----------------1----------------1/4" = 1 '-0" ~ I I I I ' LANDSCAPE ') ',,~ \\ w-1- I "' I ~ I "' I- I ~ I I I I I "' 0 <( a, tii U) ~ T I I I ' I I T i cp w z _, ~ w I a. 0 a:: a. 7 ~,I ' // I ~I ,, ( I I I __ _,_, -E----Ht------+~---------~--WINDOW ALUMINUM FRAME 48"X72" +-------------,---WHITE PORTLAND CEMENT PLASTER ~ I '-----WINDOW ,~ '1 ALUMINUM FRAME '---4,8"X72" ~ I CURTAIN WALL ALUMINUM FRAME, WOOD MULLIONS w z _, >-I-a:: w a. 0 a:: a. Top oLStaircase 101'-6" Top of Parapet and Planter 94' -6" Level3 92' -6" Level2 821 -6'' Level 1 72' -6" cp , _Iop of Staircase I 101'-6" I I ' Top of Parapet and 1- I 1- Planter 94' -6" Level 3 92' -6" Level2 ---82'-6" ~ ~ ~ ~ ~ ~ ~ ~I-___ Leve_! 1_11I.\ 72'-6" C. , I I I I I 1 2 3 4 5 CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 s~DARc~ 0~ 0'<-JACK&, 1/ ~ (J 0 "'1--✓ ~ HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIAAVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT * 2355 WESTWOOD BLVD, SUITE 41 1 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO. DESCRIPTION PRELIM. APP CDP 1 DESIGN UPDATE CDP2 CDP 3 C-38202 09 -30 -2021 RENEWAL DATE OF CALl'c DATE 11/7/2019 03/09/2020 05/15/2020 06/15/2020 08/20/2020 TERRA BELLA DEVELOPMENT ELEVATION NORTH/SHOUTH Project number 2019.05 Date AUG 20, 2020 A303 Scale 1/4"=1'-0" / GUARDS SHALL NOT PROJECT 42" ABOVE THE / PLANTERS SHALL NOT PROJECT ALLOWED 25' HEIGHT LIMIT MORE THAN 24" ABOVE THE I I ALLOWED 25' HEIGHT LIMIT I I w ~ I :I! !, ~ I~ ~I I, ___ I~------_,,,J 1-: ------------~ I fr ,, I~ -,-----~--1-~- "' 1½ I ' -, ~------r 1½--7 , I ffi ~ ! ------=-----~~~-~~---' L---I ii I---!--:-I --------+-_Lg, -~--~ ~-=---=------I : : : §: I i I , -I I I I ' Ii r ,---------, I I I I , I I : : ,!, j I : : I I ii I ~ I I / 25' HEIGHT LIMIT I I ,L___J , I If? : : : L ________ J I L!J z __, -' - I I i : _ __ _ __ _ _ __ 1__1.I ..L_ _____ _L __ ...uu-'----L----...l.l...--1.JJU... __________ ---'--'"---l...Jt---~ I __________ l~ ~- -I --I I 62 I I ~ a I ~ " I b ! I I I I f;3 @ I :1 I I 'i' I ii , , I I I :1 , I I ,, ' I I I 1 I I , ' I I I ~ I I EXISTING MASONRY WALL ~ I \ I I ~====1!1 ', ' I 'I \ , I I~=::;==;=• ;:::=:;:::::r:::::;=::;::=i:=;:::r:::;=c;:=r:::;=:r::;::+:::=FJ?l: / llf-I I I i ' V, I __ __ __ 'I' I I \ I I 'I I I 1 1 -'-. ---1 ---------1 I I I Ii , I I I I I I I / I I , I f----'------r-I_L_I ----1--' I ----,-----cl---,+---'-,-c_____,-!_c_____,-1_c____, 1--'------,---~I --,----"1---,-1~--;-f'j('; 1 DRIVEWAY RETAINING WALL I 1 1 : e--1-----,------1-I ------1--I ½-' -'-1--,----Llf---1'----,--'------r-1--'------r-1---'-I ---,--LI --,----Ll-,----'-,-~-f' ~v"'> _ 11 (REFER CIVIL) , • I I i f-c---_L,-_LI -.-w--1 I -,-11---,,f-J-,-'-'. ,---'----, l__c___,---'-c-'----.--'1-,-L--,t-l-'----rf . ..1Y; >- , 1 , I I ' I I I I I I I I I I i IT' I 1 \ i I Ii 1 6" 1 1 , 1 SIDEWALK I 1, I I I j , 68' -~,,. I I I I 111 '. 1111, · .. I I I~ 66'-41!2:I --___ .-'. ---· ~T-6'lL ·._ ••• '.' -''' ' •-'"' ---•.: ~ EXISTINGGRADE M1 Ii' 111 I :I I IF =I: I I 11 ~ Top of Parapet and ___ Planter o 94' -6" \J ___ Level3 O 92' -6" \J ___ Level2 O 82' -6" CP ___ Level 1 o 72' -6" CP __ Level OB 0 63' -6" CP ____ _ ___ _ Top of Staircase o --------------------101' -611 '\J --- / GUARDS SHALL NOT PROJECT 42" ABOVE THE / PLANTERS SHALL NO. T PROJECT ALLOWED 25' HEIGHT LIMIIT 1 MORE THAN 24" ABOVE THE UJ ! : ALLOWED 25' HEIGH_,: LIMI 1 • , -= t== I " I UJ ~o._ :I -------------___ 1 '---ii _ ___,_ -- 1 +-~ ~ p ii~ . ~ f=-= _-~ ~-I --i ! -----__ -i. ---r-_-_j_~f-i -----=-1=---:~ {--f--~ -+------! ----------0 o_j__ _ ~~~-~=--, , 1 ' 1 I~ ---~ ~-=-------1 C------l J1~==:==J1t~-----t7---,,--------------r1 ~ 1 I 1 1 o:: I I l ' I I I I I I 11!==== --I I I I I : L _ ~ -=_5"_HEIGHT LIMIT I I I , I I ' ; ; ; --- 4 Section 4 1/411 = 1'-011 i I I I I I I I I I ; ; 1!11 ; ; I ; ,,,, I, 1, ' ' i ,--,--,---,- I I I I L ________ J I I I ' ' ' ' I I __ '-1-1 ~-----, __l-,ll...L_4lC_ _ __lj.lLW. _ ___slj__.Lil ___________ __JJJL..._-'------'----'---'---'-.!-J-,---~ ---------~ ~,- ' I' ' ' h ----------~----I o~ I ~.... :c ''" :i N O I 'i' I I Top of Parapet and ___ Planter O 94' -6" CP ___ Level3 O 92' -6" \J ___ Level2 o 82' -6" CP ___ Level 1 O 72' -6" CP __ Level OB O 63' -6" CP CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 s'f--'O ARc1y, ¼,~ ,fi-JACKe, 1/~ u -.) ~/4, () .::; :.-\ * C-38202 * (j) \ 09-30-2021 /',~ RENEWAl/..~°'{" -<//: DATE I<-' ~ OF CALIYO HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIA AVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO, DESCRIPTION DATE 1 PRELIM. APP 1117/2019 2 CDP 1 03/09/2020 :3 DESIGN UPDATE 05/15/2020 4 CDP2 06/15/2020 5 CDP 3 08/20/2020 ' i i i i ' TERRA BELLA DEVELOPMENT SECTION Project number 2019.05 Date AUG 20, 2020 A304 Scale 1/4" = 1'-0" _ _ __________________ -----------,-________________________ TopofStaircase o ------------------I 101 1 -611 \J GUARDS SHALL NOT PROJECT 42" ABOVE THE ALLOWED 25' HEIGHT LIMIT -------- PLANTERS SHALL NOT PROJECT MORE THAN 24" ABOVE THE ALLOWED 25' HEIGHT LIMIT I w ! ~ 11'5 15 ---------------------l~---+------ii ~ I< I -c'p,,-------~ ~· ---------------__L/: ---~--___ ,.-c----, , w I ~ -------7 I -----r I I I I - · II II I lfJ ...., r ------~ ----f-------------->-------.c:;=1 ==:i_ _ _ I I 5 I ---------::..J---=---et:: -+ ~~-~------------= ----+o...----r -- I I -I I I' I ' ' I I \,I ' \ " ' ' ' I = i-----11 ·c----------j• I ,---Ii ' I I===='~ , . ------1 __ I -- 1 I I I I 25' HEIGHT LIMIT '\,: i'R.·· I b'===eeiJ~ " I I I ' ' ' ' ; ; ' I ; ; ; ; I, ; I ; ; l~i!J --------------+-'---l_,_ ___ .....,___...J..... ___________ ___.-"--........... ....U....-'-'-'.J.J......-----'J-=--.--~L~~-----; I I I --- @ Section 5 0 1/4" = 1'-0" -- I ------·------··· ------ '.I ' I ! I I ' ' ' ' ' ; ; ; I I I I I I I I I I I l □t=J' ' ' ' ' , ; 1lu ; □1 ; -- I I I ' I SIDEWALK ' --------- Top of Parapet and _Planter o --94'-6" \J ___ Level3 o 92' -6" C1II ___ Level2 O 82' -6" C1II ___ Level1 o 72' -6" \J __ Level OB O 63' -6" C1II ' I ' ; ' CDP 2020-0007 TERRA BELLA DEVELOPMENT LLC OWNER 637 BLOSSOM RD, ENCINITAS, CA, 92024 646-290-0811 JACK BIAN ARCHITECT 1062 S CRESCENT HEIGHTS BLVD, LOS ANGELES, CA, 90035 475-201-2029 * C-38202 * ,;j) 09-3G-2021 /' RENEWAL -~°'f" "t)'<>' DATE ~ HWLPE CIVIL ENGINEER 2888 LOKER AVENUE EAST, SUITE 217, CARLSBAD, CA 92010 760-929-2288 GEOTEK SOIUGEOLOGY REPORT 1384 POINSETTIAAVEUE, SUITE A, VISTA, CA 92081 760-599-0509 3 WEST SURVEYING AND MAPPING 40475 ROCK MOUNTAIN DRIVE, FALLBROOK, CA 92028 760-723-5992 STEVE ROGERS ACOUSTICS ACOUSTIC REPORT 2355 WESTWOOD BLVD, SUITE 411 LOS ANGELES, CA 90064 310-234-0939 STRUCTURE ENGINEER TBD MEP ENGINEER TBD ENERGY REPORT TBD LANDSCAPE ARCHITECT TBD NO, DESCRIPTION i ! OF CALl'rO DATE I I i TERRA BELLA DEVELOPMENT SECTION 2 Project number 2019.05 Date AUG 20, 2020 A305 Scale 1/4" = 1'-0"