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Home My WebLink AboutPUD 2018-0006; BREAKERS VIEW BEACH HOMES; Planning CommissionSHEET INDEX ARCHITECTURAL SHEET# TITLE TS TITLE SHEET G-0.1 GENERAL NOTES+ PROJECT INFORMATION A-1.0 SITE PLAN A-2.0 FLOOR PLANS . A-2.1 ROOF DECK PLAN A-2.2 SQUARE FOOTAGE OVERLAYPLANS A-3.0 ROOF PLAN A-4.0 ELEVATIONS A-4.1 ELEVATIONS A-4.2 PERSPECTIVE VIEWS A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-5.2 BUILDING SECTIONS CIVIL SHEET# . TITLE 1 KEY MAP + NOTES 2 GRADING + DRAINAGE PLAN 3 DEMOLITION PLAN+ DETAILS 4 SETBACK EXHIBIT 5 TOPOGRAPHY EXHIBIT LANDSCAPE SHEET# TITLE L-1 LANDSCAPE TITLE SHEET L-2 LAYOUT+ PLANTING PLAN . I . GOVERNING CODES THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: 2019 CALIFORNIA RESIDENTIAL CODE (CRC)-BASED ON THE 2018 IRC 2019 CALIFORNIA BUILDING CODE (CBC)-BASED ON THE 2018 IBC 2019 CALIFORNIA ELECTRICAL CODE (CEC) • BASED ON THE 2017 NEC 2019 CALIFORNIA PLUMBING CODE (CPC)-BASED ON THE 2018 UPC BY IAPMO 2019 CALIFORNIA MECHANICAL CODE (CMG)-BASED ON THE 2018 UMC BY IAPMO 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CalGreen) 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) 2019 CALIFORNIA FIRE CODE (CFC)-BASED ON THE 2018 IFC 2017 SAN DIEGO COUNTY CONSOLIDATED FIRE CODE MATERIAL SPECIFICATIONS REFER!:NCE THE 2019 CALIFORNIA RESIDENTIAL CODE VISUALLY GRADED LUMBER SEC. R502.1/R602.1/R802.1 SPECIES AND GRADE GLUE LAMINATED LUMBER SEC. R502.1.5/R602.1.2/ R802.1.4 CONCRETE Fe= 2000 psi MIN. SEC. R402 REINFORCING STEEL GRADE40 UNIT MA$ONRY SEC. R607/R609 STRUCTURAL STEEL Fy = 36K A36 STRUCTURAL REFERENCES A 2019 CALIFORNIA RESIDENTIAL CODE B TIMBER CONSTRUCTION MANUAL C REINFORCED MASONRY ENGINEERING HANDBOOK D REINFORCED CONCRETE DESIGN E I SIMPLIFIED DESIGN OF STRUCTURAL STEEL • INIU PROJECT TEAM ARCHITECT: JOHN P. JENSEN ARCHITECT 130 S. CEDROS #220 SOLANA BEACH, CA 92075 PH: 858.756.2526 jjensen@johnjensenarChitect.com ENERGY CONSULT MIT: TECHNICAL ENERGY BRIAN HANSEN, R0S-09-1827 4336 GOLDFINCH ST SAN DIEGO, CA. 92103 PH: 858.472.2680 bhansen@jwdainc.com CML ENGINEER: ROD BRADLEY BHA, INC. 5115 AVENIDA ENCINAS, STE. "L" CARLSBAD, CA. 92008 PH: 760.931.8700 rbradley@bhaincsd.co,;, PROJECT MANAGER: JASON MOLGREN PH: 281.684.4871 jmolgren@johnjensenarchitect.com STRUCTURAL ENGINEER: CONTRACTOR: LANDSCAPE ARCHITECT: KMB DESIGN STUDIO KARIM. BROONER, RLA#5621 CARLSBAD, CA 92067 PH: 714.488.8096 kari@kmbdesignstudio.com · CLIMATE ACTION PLAN 1. 2-FAMILY RESIDENTIAL CONDO~M -NEW CONSTRUCTION 2. GEN. PLAN .LAND USE IS CONS1STENT WITH THE R-23 RESIDENTIAL ZONE 3. THE RESIDENCES WILL, AT A MINIMUM, MEET REQUIREMENTS FOR SOLAR READY BUILDINGS PER CBEES §110.10 • SOLAR ZONES= 250 S.F. MIN. PERU NIT ELECTRICAL PANEL SHALL HAVE RESERVED SPACE "FOR FUTUREPV-SYSTEM" LISTED RACEWAY SHALL BE INSTALLED FROM THE PANEL TOTHE'~ZlJIIIE!;,'., .. 4. E.V. CHARGING SHALL BE INSTALLED IN EA. UNIT PER CBEES §4.106.4 MIN. 40-AMP / 240V DEDICATED CIRCUIT TERMINATING IN GARAGE FOR E.V. CHARGING 5. RESIDENCES SHALL BE HIGH-EFFICIENCY WATER HEATER READY '· DEDICATED+ CONNECTED REECEPTACLES 120/240 VOLT 3 CONDUCTOR, 10AWG BRANCH CIRCUIT 6. ALL RECESSED LUMINAIRES SHALL COMPLY WITH CBEES §150 • NOT SCREW BASED • LED LIGHTS WITH JA&-2016 CERTIFICATION DIMMERNACANCY CONTROLLED 7. BIIERGY MANAGEMENT CONTROL SYSTEM SHALL BE INSTALLED PER CBEES § 150.0(k) . ~~1 ;{0; ::,:..:__-.:: cc----;_:_'f:--- CITY OF CARLSBAD PLANNING COMMISSION Case Name: e~ki //;,_,., Case No.: Pl!b -o6p£, , ',2?'1[ -¢0 33. PROJECT DATA OWNER: SITE ADDRESS: APN: TME IANNI LIVING TRUST 2337 CATALINA AVE. VISTA, CA92084 3648 CARLSBAD BLVD. CARLSBAD, CA 92008 204-232-12-00 LEGAL DESCRIPTION: BLK. 2•LoT p• PALISADES HEIGHTS. CITY OF CARSLBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 001777 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JAN.11, 1924. ZONING DESIGNATION: OCCUPANCY: GEN. PLAN LAND USE: R-3 (MULTI-FAMILY RESIDENTIAL) R-3 R-23 RESIDENTIAL DENSITY: CONSTRUCTION TYPE: 15-23 DU/AC MAX. (12.5 DU/AC AS PROPOSED) V-B OVERLAY ZONES: LOT AREA (GROSS): BEACH OVERLAY ZONE/ COASTAL ZONE 0.16 AC. (6, 892 S.F.) HEIGHT LIMIT: 30'@ ROOF PITCH" 3/12 / 24'@ ROOF PITCH< 3/12 SETBACKS: REQUIRED ACl;uAL (AS PROPOSED) FRONT 20.0' BLDG: 18.4'/19.0' REAR ='20% OF LOT WIDTH SIDE= ·10% OF LOT WIDTH 10.5' BLDG: L1=28.6'/L2=16.9' (5.3' BLDG: 5.3' ea. \ -PROPOSAL DATA PROPOSE,.,:/ )li>PUCATIONS: PLANNED DEVaOPMENT PERMIT SITE DEVEtOPMENT PLAN - COASTAL DEVELOPMENT PERMIT TENTATIVE PARCEL MAP_ANDVARIANCE · PLANNING CODES: TITLE 21 CHAPTERS: 21.16 R-3 MULTI FAMILY RESIDENTIAL 21.82 BAOZ/BEAGHAREA OVERLAY ZONE CITY COUNCIL POLICY 44 POLICY 66 LIVABLE NEIGHBORHOODS PARKING: REQUIRED (PER UNIT) 2 GARAGE SPACES + 1 GUEST SPACE PROVIDED (PER UNIT) 2 SPACES IN EA. GARAGE 1 GUEST PARKING SPACE IN EA. DRWY. (IN FRONTOF EA.GARAGE) LOT COVERAGE CALCULATIONS SITE GROSS ACREAGE= .16 AC. {6, 892 S.F.) MAX. ALLOWABLE: PROPOSED LOT COVERAGE: LANDSCAPED AREA: PROPOSED DRAINAGE DISCHARGE: NOISE ELEMENT (PERCARLSBADGE!liERALPLAN) 60% = 4,134 S.F. 4,041 S.F. / 6,892 S.F. = 58.6% 775 S.F. I 6,892 S.F. = 11.3% 0.63CFS EAVE: 16.4'/17.0' EAVE: 16.9' EA VE: 3.3' ea. THE PROJECT IS LOCATED IN A NO\SE ELEMENT AREA DESIGNATED TO BE 65 DB AS SHOWN ON THE CITY OF CARLSBAD GENERAL PLAN. AN ACCOUSTICAL PROFESSIONALAN PERFORMED AN ANALYSIS AND DETERMINED THE PROJECT COMPLIES WITH THE REQUIRED 45 DB FOR HABITAL ROOMS ONLY WHEN THE WINDOWS ARE CLOSED. MECHANICAL VE;NTILATION HAS BEEN DESIGNED TO PROVIDE A MINIMUM OF 2 AIR CHANGES PER HOUR. SCOPE OF WORK 1. DEMO (e' S.F.D. + PTHER (e) STRUCTURES 2. CONSTRUCT NEW 3-STORY (30 FT. HIGH) 2-FAMILY CONDOMINIUM (UNITS A+ B) A. 3 BEDROOMS/3.5 BATHROOMS PER UNIT B. NEW ~~CAR ATTACHED GARAGE PER UNIT C. OUTDOOR OPEN SPACE+ ROOF DECKS 3. BUILDING AREA PER UNIT: A APPROX. 2,800 S.F. LIVABLE PER UNIT B. APPROX. 700 S.F. GARAGE+ CARPORT PER UNIT C. APPROX. 850 S.F. COVERED OUTDOOR PER UNIT VICINITY MAP PACIFIC OCEAN ROJECTSITE N EB r.:ASSOC=ac"'"':reo=,,,."'P"'Rov=ALC,l,CPLAN"°"'"c"'Hc,EC~K~#s--~"' PUD 2018-0006 / SDP2018'-0006 / 8 CDP 2018-0033 -'I!. 0 MS 2018-0006 IV 2018-0004 ;;:' ~-~----------'□ ,,..------------~ ■ ■ ■ REVISIONS NO. I I ·. Date Drawn By Checked By DATE ■ A R C H I T E C T ' . ■ . oco >o _JO caN OJ O<( <( () Ill -(/)Q _J <( 0::: Ill <( (/) () _J co 0::: "t <( c.o () C") 05.15.2020 08:43:25 J. MOLGREN J. JENSEN TS TITLE SHEET Scale 8 ~ ~ ~ 0. 0 (j) ~ ~ ~ 0. CAL GREEN CODES CGBSC RESIDENTIAL MANDATORY MEASURES {CH. 4): 1. §102.3 VERIFICATION. DOCUMENTATION OF CONFORMANCE FOR APPLICABLE GREEN BUILDiNG MEASURES SHALL BE PROVIDED TO THE ENFORCING AGENCY. 2. §702.2 SPECIAL INSPECTION. SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE TO THE ENFORCING AGENCY IN THE DISCIPLINE IN WHICi~ THEY ARE INSPECTING. 3. §703.1 DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH SHOW SUBSTANTIAL CONFORMANCE. 4. §301.1.1 ADDITIONS AND ALTERATIONS. MANDATORY MEASURES SHALL BE APPLIED TO ADDITIONS OR ALTERATIONS THAT INCREASE THE EXISTING RESIDENTIAL BUILDING'S CONDITIONED AREA, VOLUME, OR SIZE. THE REQUIREMENTS SHALL APPLY ONLY TO THE SPECIFIC AREA OF THE ADDITION OR ALTERATION. A\,L NONCOMPLIANT PLUMBING FIXTURES IN EXISTING BUILDING SHALL BE RiicPLACED WITH WATER-CONSERVING PLUMBING FIXTURES (SEE CIVIL CODE§ 1101.1 FOR REQUIREMENTS). 5. §4.10~.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. PROJl':CTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION BY ONE OF THE FOLLOWING: RicTENTION BASINS. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, WATER Sl1ALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE, OR OTHER APPROVED METHOD. 6. §4.100.3 GRADING AND PAVING. SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS THROUGH THE USE OF SWALES, WATER COLLECTION, FRENCH DRAINS, ETC. EXCEPTION: ADDITIONS/ ALTERATIONS NOT ALTERING THE DRAINAGE PATH. 7. §4.10G,4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTION. ELECTRICAL VEHICLE SUPPLY EQUIPMENT(EVSE) IS REQUIRED IN NEW 1 AND 2 FAMILY DWE~UNGS AND TOWNHOMES WITH ATTACHED GARAGES. A MIN. 1" SIZE CONDUIT ORIGINATING FROM A PANEL OR SERVICE HAVING A SPARE 40-AMPERE 240 VOLT CAPACITY TERMINATING IN A BOX LOCATED IN CLOSE PROXIMITY TO THE LOCATION OF THE FUTURE 'E>/ CHARGER SHALL BE PROVIDED. SEE ELECTRICAL PLANS (E SHEETS). 8. §4.30$.1 WATER CONSERVING PLUMBING. PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE FOLLOWING: WATER CLOSETS:,; 1.28 GAL/FLUSH WALL MOUNTED URINALS: ,; 0.125 GAL/FLUSH; OTHER URINALS s 0.5 GAUFLUSH SHOWERHEADS: S 2.0 GPM @ 80 PSI LAVATORY FAUCETS: S 12 GPM@60 PSI/~ 0.8 GPM AT 20 PSI) METERING FAUCETS: s 0.25 GALLONS PER CYCLE KITCHEN FAUCETS: S 1.8 GPM @60 PSI (DEFAULT); TEMPORARY INCREASE TO 2.2 GPMALLOWED 9. §4.304.1 AUTOMATIC IRRIGATION.SYSTEM. CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: CONTROLLERS SHALL BE WEATHER-OR SOIL MOISTURE-BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THATACCOUNT°FORLOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. 10. §4.406.1 RODENT PROOFING. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE CLOSED WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY TO PR'E>/ENT PASSAGE OF RODENTS. 11. §4.408.1 CONSTRUCTION WASTE REDUCTION. MIN OF 65% OF CONSTRUCTION WASTE IS TO BE RECYCLEDIN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4; OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE. DOCUMENTATION IS REQUIRED PER SECTION 4.408.5. EXCEPTIONS FOR EXCAVATED SOIL, LAND-CLEARING DEBRIS, OR REMOTE/ISOLATED SITES (SEE CODE SECTION FOR SPECIFIC EXCEPTIONS) 12. §4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THE JURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT. 13. §4.410.1 OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH COVERS 10 SPECIFIC SUBJECT AREAS SHALL BE PLACED IN THE BUILDING. 14. §4.503.1 FIREPLACES. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH THE U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS APPLICABLE AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. WOOD STOVES, PELLET STOVES, AND FIREPLACES SHALL ALSO COMPLY WITH LOCAL ORDINANCES. 15. §4.504.1 PROTECTION DURING CONSTRUCTION. DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. 16. §4.504.2 FINISH MATERIAL POLLUTANT CONTROL. ADHESIVES, SEALANTS, AND CAULKS (PER §4.504.2.1), PAINTS, STAINS AND OTHER COATINGS (PER §4.504.2.2), AEROSOL PAINTS AND COATINGS (PER §4.504.2.3), SHALL BE COMPLIANT WITH voe AND OTHER TOXIC COMPOUND LIMITS. VERIFICATION OF COMPLIANCE SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY, AND AS REQUIRED IN SECTION 4.504.2.4. 17. §4.504.3 CARPET SYSTEMS. CARPET, CUSHIONS, AND ADHESIVES·S.HALL. MEETTHE TESTING AND PRODUCT REQUIREMENTS FOR voe AND OTHER TOXIC COMPOUND LIMITS IN THIS SECTION. 18. §4.504.4 RESILIENT FLOORING. 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC-EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) LOW-EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERJNG INSTITUTE (RFCI) FLOOR SCORE PROGRAM. 19. §4.504.5 COMPOSITE WOOD PRODUCTS. PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF), AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. VERIFICATION OF COMPLIANCE SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY, AND AS REQUIRED IN SECTION 4 .• 504.5.1. 20. §4.505.2 CONCRETE SLAB+ CM'ILLARY BREAK. A CAPILLARY BREAK CONSISTING OF A4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED. A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE USED. 21. §4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALLAND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED BY EITHER A PROBE TYPE OR CONTACT TYPE MOISTURE METER IN COMPLIANCE WITH CGBSC SECTION 4.505.3. INSULATION PRODUCTS SHALL BE REPLACED OR ALLOWED TO DRY. 22. §4.506.1 BATHROOM EXHAUST FANS. EACH BATHROOM CONTAINING A BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION SHALL BE MECHANICALLY VENTILATED. FANS SHALL BE ENERGY STAR RATED, DUCTED TO TERMINATE OUTSIDE THE BUILDING, AND CONTROLLED BY A HUMIDITY CONTROL. 23. §4.507.1 HVAC SYSTEM DESIGN. APPROVED SOFTWARE USED TO SIZE, DESIGN, AND SELECT HEATING AND AIR CONDITIONING EQUIPMENT: ENERGYPRO v7.2.4 BUILDING OPERATIONS MANUAL NOTICE TO BUILDER: PROVIDE BUILDING OWNER w/ COMPLIANCE, OPERATING, MAINTENANCE, AND VENTILATION MANUAL AS REQUIRED BY CBEES CODE §10-103. MANUAL, AT A MIIIIMUM, SHALL INCLUDE THE FOLLOWING: COMPLIANCE INFilRMATION A. FOR LOW-RISE RESIDENTIAL BUILDINGS, AT FINAL INSPECTION, THE ENFORCEMENT AGENCY SHALL R!CQUIRE THE BUILDER TO LEAVE IN THE BUILDING, COPIES OF THE COMPLETED, SIG>;ED, AND SUBMITTED COMPLIANCE DOCUMENTS FOR THE BUILDING . OWNER AT occuPANCY. FOR LOW-RISE RESIDENTIAL BUILDINGS, SUCH INFORMATION SHALL, AT A MINIMUM, INCLUDE COPIES OF ALL CERTIFICATE OF COMPLIANCE, CERTIFICATE OF INSTALLATION, AND CERTIFICATE OF VERIFICATION DOCUMENTATION SUBMITTED. THE5E DOCUMENTS SHALL BE IN PAPER OR ELECTRONIC FORMAT AND SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF SECTION 10-103(A). OPERATING INFORMATION AT FINAL INSPECTION, THE ENFORCEMENT AGENCY SHALL REQUIRE THE BUILDER TO LEAVE IN THE BUILDING, FOR THE BUILDING OWNER AT OCCUPANCY, OPERATING INFORMATION FOR ALL APPLICABLE FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL DEVICES INSTALLED IN THE BUILDING. OPERATING INFORMATION SHALL INCLUDE INSTRUCTIONS ON HOW TO OPERATE THE FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL D'E>/ICES CORRECTLY AND EFFICIENTLY. THE INSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATIONS SET FORTH BY THE EXECUTIVE DIRECTOR. FOR LOW-RISE RESIDENTIAL BUILDINGS, SUCH INFORMATION SHALL BE CONTAINED IN A FOLDER OR MANUAL WHICH PROVIDES ALL INFORMATION SPECIFIED IN SECTION 1Q.c103(B). THIS OPERATING INFORMATION SHALL BE IN PAPER OR ELECTRONIC FOf!MAT. FOR DWELLING UNITS, BUILDINGS OR TENANT SPACES THAT ARE NOT INDIVIDUALLY OWNED AND OPERA TED, OR ARE CENTRALLY OPERATED, SUCH INFORMATION SHALL BE PROVIDED TO THE PERSON(S) RESPONSIBLE FOR OPERATING THE FEATURE, MATERIAL, COMPONENT, OR MECHANICAL DEVICE INSTALLED IN THE BUILDING. THIS OPERATING INFORMATION SHALL BE IN PAPER OR ELECTRONIC FORMAT. MAINTENANCE INFORMATION AT FINAL INSPECTION, THE ENFORCEMENT AGENCY SHALL REQUIRE THE BUILDER TO LEAVE IN THE BUILDING, FOR THE BUILDING OWNER AT OCCUPANCY, MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUfvlBER,THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MOOEL AND TYPE OF FEATURE, MATERIAL, COMPONENT OR MANUFACTURED DEVICE. FOR LOW-RISE RESIDENTIAl2BLJJLDINGS, THIS INFORMATION SHALL INCLUDE A SCHEDULE OF ALL INTERIOR LUMINAIRES'ANP LAMPS INSTALLED TO COMPLY WITH SECTION 150(K). FOR DWELLING UNITS, BUILDINGS'ORTENANT SPACES THAT ARE NOT INDIVIDUALLY OWNED AND OPERATED, OR ARE CENTRALLY OPERATED SUCH INFORMATION SHALL BE PROVIDED TO THE PERSON(S) RESPONSIBLE FOR ' MAINTAINING THtc FEATURE, MATERIAL, COMPONENT, OR MECHANICAL D'E>IICE INSTALLED IN THE BUILDING. INFORMATION SHALL BE IN PAPER OR ELECTRON!e. FORMAT. VENTILATION INl'"ORMATION .... FOR LOW-RISE RESIDENTIAL BUILDINGS, THE ENFORCEMENT AGENCY SHALL REQUIRE THE BUILDER TO LEAVE IN THE BUILDING, FOR THE BUILDING OWNER AT OCCUPANCY A DESCRIPTION OF' THE QUANTITIES OF OUTDOOR AIR THAT THE VENTILATION SYSTEM(S) ARE DESIGNED TO PROVIDE TO THE BUILDING'S CONDITIONED SPACE, AND INSTRUCTIONS FOR PROPER OPERATION AND MAINTENANCE OF THE VENTILATION SYSTEM. FOR BUILDINGS OR TENANT SPACES THAT ARE NOT INDIVIDUALLY OWNED AND OPERATED, OR ARE CENTRALLY OPERATED, SUCH INFORMATION.SHALL BE PROVIDED TO THE PERSON(S) RESPONSIBLE FOR OPERATING AND MAINTAINING THE FEATURE, MATERIAL, COMPONENT, OR MECHANICAL VENTILATION D'E>/ICE INSTALLED IN THE BUILDING. THIS INFORMATION SHALL BE IN PAPER OR ELECTRONIC FORMAT. INDOOR WATER USE (CALGREEN §4.303.1) . FIXTURE TYPE MAXIMUM FLOW RATE SHOWER HEADS (RESIDENTIAL) 1.8 GPM@80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX 1.2GPM @ 60PSI / MIN 0.8GPM @20PSI FAUCETS (COMMON & PUBLIC USE AREAS) 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM@60 PSI MET!=RING FAUCETS 0.25 GAUCYCLE WATER CLOSET 1.28 GAUFLUSH URINALi'l (WALL-MOUNTED) 0.5 GAUFLUSH (0.125 GPF) ' FIRE SPRINKLER NOTES 1. AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CRC SECTION R313 / CBC SECTIONS 903.2.8 AND 903.2.18 / NFPA 13D. A. SPRINKLERS REQUIRED (Y/N): Y B. AREAS TO BE SPfilNKLED: --'E'--N-T-IRE-STRUCTURE + ATT. GARAGES 2. THE SUBMITTAL OF Ri'cSIDENTIAL FIRE SPRINKLER PLANS REQUIRED BY SECTION R313 OF THE 2016 CAiJFORNIA RESIDENTIAL CODE AND/OR REQUIRED BY SECTION 903 OF THE 2016 CALIFORNIA BUILDING CODE HAS BEEN DEFERRED. 3. TO AVOID DELAYS IN CONSTRUCTION, PLANS FOR FIRE SPRINKLERS SHALL BE SUBMITTED NOT LESS; THAN 30 CALENDAR DAYS PRIOR TO INTALLATION, OR PRIOR TO REQUESTING A FOUNDATION INSPECTION WHEN THE SUBMITTAL OF FIRE SPRINKLER PLANS IS DEFERRED. 4. A FRAMING/ROUGH INSPECTION SHALL NOT BE REQUESTED PRIOR TO APPROVAL OF THE FIRE SPRINKLER PLANS. 5. A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR TO FRAME INSPECTION. ONLY THE NEW PIPING SHALL BE TESTED. 6. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE EXTINGUISHING SYSTEMS INCLUDING AUTOMATIC SPRINKLER AND RELATED APPURTENANCES SHALL BE ' SUBMITTED TO THE CITY FOR R'E>/IEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 901.2) 7. WATER METERS FOR COMBINED DOMESTIC WATER AND FIRE SPRINKLER SYSTEMS SHALL NOT BE INSTALLED UNTIL THE FIRE SPRINKLER SYSTEM HAS BEEN SUBMITTED AND APPROVED BY Ti-IE BUILDING OFFICIAL. 8. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. A MINIMUM 1 INCH WATER METER SHALL BE INSTALLED. 9. AFTER THE BUILDING PERMIT HAS BEEN ISSUED, THE OWNER SHALL BE RESPONSIBLE FOR ANY COSTS INCURRED AS A RESULT OF CHANGES TO THE DESIGN OF THE FIRE SPRINKLER SYSTEM WHICH PRODUCE A HIGHER GPM AND A LARGER METER SIZE REQUIREMENT. 10. A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL INSPECTION. OWNER SIGNATURE: -~------------------- 'BUILDING ADDRESS CODES NEW AND EXSTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL BE A MINIMUM OF 4" INCHES HIGH WITH A MINIMUM STROKE OF .5 INCHES. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER .SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. TITLE 24 SPECIAL FEATURES NONE HERS+ TITLE 24 VERIFICATION CERTIFICATES OF INSTA,LLATION (CF2R} PROPERLY COMPLETED AND SIGNED CERTIFICATES OF INSTALLATION (CF2R FORMS) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD. FOR PROJECTS REQUIRING HERS VERIFICATION, THE CF2R FORMS SHALL BE REGISTERED WITH A CALIFORNIA- APPROVED HERS PROVIDER DATA REGISTRY (CBEES 10-103). AN ELECTRONICALLY SIGNED AND REGISTERED INSTALLATION CERTIFICATE(S) (CF2R) POSTED BY THE INSTALLING CONTRACTOR SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION AT THE BUILDING SITE. A REGISTERED CF2R WILL HAVE A UNIQUE 21- DIGIT REGISTRATION NlJMBER FOLLOWED BY FOUR ZEROS LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 12 DIGITS OF THE NUMBER WILL MATCH THE REGISTRATION NUMBER OF THE ASSOCIATED CF1 R. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL FORMS CF2R IS R'E>/IEWED AND APPROVED CERTIFICATES OF VERIFICATION (CF3R} PROPERLY COMPLETED CERTIFICATES OF VERIFICATION (CF3R FORMS) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD FOR ITEMS REQUIRING HERS VERIFICATION. CF3R FORMS SHALL BE REGISTERED WITH A CALIFORNIA-APPROVED HERS PROVIDER DATA REGISTRY (CBEES 1Q.c103). AN ELECTRONICALLY SIGNED AND REGISTERED CERTIFICATE(S) OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (CF3R) SHALL BE POSTED AT THE BUILDING SITE BY A CERTIFIED HERS RATER. A REGISTERED CF3R WILL HAVE A UNIQUE 25-DIGIT REGISTRATION NUMBER LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 20 DIGITS OF THE NUMBER WILL MATCH THE REGISTRATION NUMBER OF THE ASSOCIATED CF2R. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL CF3R IS R'E>/IEWED AND APPROVED. NOTICE OF SPECIAL INSPECTIONS NOTICE TO THE APPLICANT/ OWNER/ OWNER'S AGENT/ ARCHITECT/ ENGINEER OF RECORD: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION I INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS R.EQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-CONTRACTOR/ OWNER-BUILDER: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/ INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. SPECIAL INSPECTIONS REQUIRED. SEE SPECIAL INSPECTIONS NOTES/ FORMS ON SHEET(S): "GN" + "SN2/3" SPECIAL INSPECTIONS NOTES 1. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPl,ETED AND SUMMATED TO THE INSPECTION SERVICES DIVISION. 2. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING DIVISION, IN THE CATEGORY OF WORK REQUlf!ED TO HAVE SPECIAL INSPECTION. 3. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE ENFORCING AGENCY FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. 4. FABRICATOR SHALL SUBMIT AN APPLICATION TO PERFORM OFF-SITE FABRICATION TO THE INSPECTION SERVICE DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION 5. A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. 6. A PR lPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESflNG AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE , INSPECTION SERVICES DIVISION. 7. THE SPECIAL INSPECTIONS IDENJIF.IED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 8. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN A FABRICATOR'S SHOP APPROVED AND REGISTERED BY THE ENFORCING AGENCY. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CBC SECTION 1701.7 9. THE SPECIAL INSPECTION IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY SEC. 108 OF THE BUILDING CODE, AS AMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. 10. SPECIAL INSPECTION IS REQUIRED VERIFYING THE REINFORCING PRIOR TO CLOSING THE FORMS OR DELIVERY OF CONCRETE TO THE JOBSITE. 11. SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (SOILS ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD), WHO HAS PREPARED THE APPROVED GEOTECHNICAL INVESTIGATION REPORT. 12. SPECIAL INSPECTION REQUIREMENT FOR HERS VERIFICATION OF THE FOLLOWING ITEMS: A. IAQ MECHANICAL VENTILATION B. MINIMUM AIRFLOW C. FAN EFFICACYWATTS/CFM D. DUCT SEALING FOUNDATION INSPECTION THE INSPECTOR WILL RECHECK FOR EXPANSIVE SOILS AND/OR GRADING REQUIREMENTS AT FIRST FOUNDATION INSPECTION. □ THE STRUCTURE(S) WILL 6E LOCATED ENTIRELY ON UNDISTURBED NATIVE SOIL. SIGNATURE:._=======--=====~===~---(OWNER/LICENSED ENGINEER OR ARCHITECT) AS A CALIFORNIA LICENSED ARCHITECT/ENGINEER, I HAVE CLASSIFIED THE UNDISTURBED NATIVE SOILS TO BE~~~ AND PER TABLE 1806.2 OF THE 2016 CBC I HAVE ASSIGNED A FOUNDATION PRESSURE OF ___ PSF FOR THE DESIGN OF FOUNDATIONS RELATED TO THIS PROJECT. SIGNATURE:._ ----c-===""""'=======,------'------(LICENSED ARCHITECT/ENGINEER) IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGICAL REPORT, AND RESUBMITTAL OF PLANS TO PLAN .CHECK TO VERIFY THAT REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED. IF THE BUILDINC,INSPECTOR SUSPECTS FILL, QUESTIONABLE, COMPRESSIBLE EXPANSIVE, AND/OR SHIFTING SOILS, OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, 2 COPIES OF A GEOTECHNICAL INVESTIGATION REPORT (STAMPED+ SIGNED BY A CALIFORNIA REGISTERED GEOTECHNICAL ENGINEER), MUST BE PROVIDED TO THE CITY BUILDING DIVISION. WHERE A GEOTECHNICAL REPORT IS REQUIRED, TWO COPIES OF WRITTEN VERIFICATION (STAMPED+ SIGNED) SHALL BE PROVIDED BY A CALIFORNIA REGISTERED GEOTECHNICAL ENGINEER STATING THAT SAID ENGINEER HAS R'E>/IEWED PLANS AND SPECIFICATIONS FOR MEASURES THAT MEET THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT. THE GEOTECHNICAL REPORT AND PLANS MAY BE REQUIRED TO BE RESUBMITTED TO THE BUILDING DEPARTMENT, IN ORDER TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED. (CRC §R401.2, §R401.4, CBC §1803.2-1803.6) ~ SOILS REPORT BY: -------~~----------k"-,! REF#: ____________ ISSUED: ________ _ SEE STRUCTURAL SHEET FOR FOUNDATION DESIGN BASIS. ASSOCIATED APPROVAL I Pl.AN CHECK #s PUD 2018-0006 SDP 2018-0006 CDP 2018-0033 ■ ■ ■ REVISIONS NO. Date Drawn By Checked By DATE ■ A R C H I T E C T ■ 05.15.2020 08:43:26 J. MOLGREN J. JENSEN G-0.1 GENERAL NOTES + PROJECT INFORMATION Scale 0 <( "' lf! .J a: <( 0 u.. 0 >-I-0 TITLE 24 SPECIAL FEATURES THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THE TITLE 24 COMPUTER ANALYSIS: HERS FEATURE SUMMARY THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THE COMPUTER ANALYSIS USED. ADDITIONAL DETAIL JS PROVIDED IN THE BUILDING COMPONENTS TABLES INCLUDED ON THE TITLE 24 SHEETS IN THE PLAN SET, AND IN THE TITLE 24 PACKAGE SUPPLEMENT: SEALED DUCTWORK (5% MAX DUCT LOSS)+ VERIFY DUCT LOCATION (DUCTS LOCATED ENTIRELY WITHIN CONDITIONED SPACE COOLING AIRFLOW AND FAN WATT DRAW (350 CFMlton MIN & .58w/CFM MAX)+ COOLING SYSTEM ABOVE 14.0 SEER/11.7 EER IAQ FAN & VENTILATION (90 CFM min. & .25w/CFM MAX) QUALITY INSULATION INSTALLATION INSULATION REQ'D ROOF INSULATION: WALL INSULATION: RAISED FLOOR INSULATION: R-30 R-19 N/A AREAS AREOUND WALKWAYS TO B LANDSCAPED+ IRRIGATED PER LANDSCAPE PLANS, TYP. \ \ 6'-0" HIGH STUCCOE CMU WALL+ W.I. GATE PERMEABLE PAVER WALKWAY, TYP. SEE CIVIL.PLANS FOR EXISTING;'"~-(_---.__ __ _ . PROPOSED U.G. UTILITTE8 \ PLAN ,~' -36" HIG PLANT!aR" __;-< ROOF DEC 8,ARRIER _,;/ 42" HIGH CABLE GUARDRAIL w WOOD TOP RAIL.@ ROOF DECK• i . ,,,?' /' ':#' " -~_,,/\~ . PATIO~'A"@ GROUND-FLOOR PERMEABLE PAYERS.PER CML PLAN, TYP. \ NEIGHBORING BLDG. APN 204-232-13 ROOF DRAIN TO DISCHARGE T LANDSCAPE AREAS/ PLANTERS, TYP. \ UNIT A WASTE BIN LOCAT<IO w/PERMEABLE PAVER PACI'"•>· DASHED LINE INDICATES EDG OF STRUCTURE BELOW, TYP. GAS METER@ GROUN LEVEL PER CIVIL PLAN (e) 6'-0" HIGH WOO FENCE TO BE REPLACED \ \ \ NEIGHBORING BLDG. \ \· ~~~-\. -·, -· ·'·' ' ~2 \ APN 204-232-15 n) 6" CONG. CURB PER CIVIL PLANS \UNIT l'B'' \ • ROOF DECK "B'' \ ·'"···l.,__.· ..... -\• .. \ ·.• ~--'! . \ . . \ ', \ ·., ' . \ '\ RILL ON ROOF LOWER TIER w/ SHADE STRUCTURE '--0" HIGH STUCCOED CMU WALL w/W.I. GATE ROOF EAVE + CUSTOM METAL FASCIA, TYP. AS METER@ GROUND LEVEL PER CIVIL PLAN NEIGHBORING BLDG. APN 204-232-11 \ \ \ \ e) UTILITY BOX + BOLLARDS TO REMAIN \ \ \ \ \ \ \ SITE PLAN LEGEND -----------PROPERTY LINE --SETBACKS, TYP. STREET NAME -(PUBLICIPRIVATE) EASEMENTS RIGHT-OF-WAY/ CENTERLINE OF STREET .I ______________ I BUILDING FOOOTPRINT, TYP. i I ! L ______ _ STRUCTURE BELOW (IF OBSCURED BY UPPER LEVEL FOOTPRINT, ETC.) 1 ROOFAREA {INCLUDES OVERHANGS/ EAVES) PROPOSED BUILDING FOOTPRINT (LOT COVERAGE AREA) /,c.~-:;"1j,,,',;:;,./[' ''·""<"-<-li-;.c~OFc,;•,,,.,,,,,,t-l<< . .a, 1···"1<,.""-"''' ~-·•·"·"'-·~,,=·~·-·a;.;,.·~--"-;c~·;,;.c.-~ LANDSCAPED+ PLANTER AREA (PER LANDSCAPE PLANS, TYP.) 1~--,: '.<' -~-"·""~' ,<. ".>"-"-.r .. ,.,; ·,,-.,. ·'· ·,; . .,~ -", ,-.~-:;.,:;,; ;-" ~ "" .•. " '" ,_ ' PERMEABLE PAVERS ! CONCRETE I IMPERVIOUS HARDSCAPE UNDERGROUND UTILITIES !FIELD VERIFY) r;;;;i ~ RIP RAP DISSIPATOR /DRAIN+ L""_J WATER METER+ SERVICE ~ GRATE PER PLAN !;! BACKFLOW PREVENTER § SEWER LATERAL § GAS METER+ SERVICE i i( / " d 't-~ 0 STEEL BOLLARD (FILLED w/ CONG. U.N.O.) 0 (e) POWER/ UTILITY POLE □ A.G. CONDENSER, TYP. TANKLESS WATER HEATER (TYPE, SIZE, ETC. PER PLAN) = ELECTRICAL PANEL PER PLAN (SHT. E-1 FORAMPS, ETC.) 240V ELECTRIC VEHICLE CHARGING LOCATION U.N.O. .h ¾ SITE ACCESS + SECURITY % GATES PER PLAN All.#ONSHEET BUILDING SECTION REFERENCE HEETNUMBER SITE NOTES THESE PLANS SHALL COMPLY WITH THE FOLLOWING BUILDING CODES AND ASSOCIATED COUNTY OF SAN DIEGO AMENDMENTS: A. 2016 CALIFORNIA RESIDENTIAL CODE AND/OR 2016 CALIFORNIA BUILDING CODE AS APPLICABLE. B. 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE C. 2016 CALIFORNIA ELECTRICAL CODE D. 2016 CALIFORNIA PLUMBING CODE E. 2016 CALIFORNIA FIRE CODE F. 2016 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 1. THIS STRUCTURE WILL CONNECT TO NATURAL GAS. 2. THIS STRUCTURE WILL CONNECT TO A SEWER SYSTEM. 3. THIS STRUCTURE WILL CONNECT TO AN ELECTRICAL GRID. 4. THIS PROJECT WILL COMPLY WITH THE SAN DIEGO LIGHTING ORDINANCE. 5. GAS, ELECTRIC, CABLE, FIBER OPTIC METERS, IRRIGATION AND LIGHTING CONTROLLERS SHALL BE LOCATED IN SIDE YARDS OF THE HOME, IF POSSIBLE, AND MUST BE HIDDEN FROM VIEW. 6. SCOPE OF WORK~ TWO-FAMILY RESIDENCE 7. EXTERIOR DOORS OF HOUSES LEADING TO THE POOL SHALL HAVE AN AUDIBLE ALARM WHEN OPENED. 8. SIDE GATES OF THE HOUSE LEADING TO THE POOL SHALL COMPLY WITH THE REQUIREMENTS OF AN EXIT DOOR AND SHALL HAVE SELF-CLOSING AND SELF- LATCHING HARDWARE. 9. FENCES SHALL COMPLY WITH SDMC CHAPTER 14, ARTICLE 2, DIVISION 3. 10. WALLS/FENCES SHALL NOT EXCEED 42" IN THE FRONT YARD SETBACK OR 6' TO THE REAR OF THE FRONT YARD AS MEASURED FROM THE LOWEST ADJACENT GRADE. 11. SWIMMING POOL+ SPA (IF PROPOSED) WILL BE UNDER SEPARATE PERMIT. 12. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED FOR THE FOLLOWING: A. NEW ONE+ TWO-FAMILY DWELLINGS AND TOWNHOUSES. 13. THE PROJECT PROPOSES TO EXPORT O CUBIC YARDS OF MATERIAL FROM THIS SITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE. THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL, ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT. 14. LOT SHALL BE SLOPED TO DRAIN SURFACE WATER AWAY FROM BUILDING+ FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. CITY OF CARLSBAD NOTES 1. WALLS+ FENCES SHALL NOT EXCEED 42" IN THE FRONT YARD SETBACK OR 6'TO THE REAR OF THE FRONT YARD AS MEASURED FROM THE LOWEST ADJACENT GRADE. 2. ASSOCIATED APPROVAL I PLAN CHECK #S ~ PUD 2018-0006 / SDP 2018-0006 / "' CDP 2018-0033 :!l MS 2018-0006 / V 2018-0004 "" 0 z ~-----------_JO -----------,-' ~ ■ ■ ■ REVISIONS NO. ! i I ' I Date Drawn By Checked By ■ A R C H I T E C T ■ DATE oco >0 _JO CON (j) O<( <Co co -(/)Q _J <( 0::: co <((/) () _J co 0::: 'Sj"<( <D() C') 05.15.2020 08:44:38 J. MOLGREN J. JENSEN A-1.0 SITE PLAN Scale 1/8" = 1 '-0" ~ "' ::, Cl) s L!J > L!J a: [:) z z ~ 0.. 0 ~ Cl) _J a: c3 u. 0 i': 0 ·------- FLOOR PLAN -2ND STORY = PROPOSED RAISED PLANTER WALLS PER CIVIL, TYP. l j I I I I I I I I I ~-- 1 I I I I ,;... ~ ~ ";' ~ 0 N "' ... ~ ~ ,:, 9 "' PROPOSED PLANTERS + LANDSCAPE AREAS PER LANDSCAPE PLANS, TYP. 1 .. -s I d "' -"'I~ ... .; 0 "' ~, ti) Bl s. FLOOR PLAN -1 ST STORY 178'' = 1 '-Uff N 56° 04' 09" 131.19' , LANTER'- r . I I i -·.I ' -1 ' ; . -'i ., i . , l : J i ' -' ,, I ' I r •, I I , f 10'-9114" DW ? EXPOSED CMU BLOCK, SAND-BLASTED .PATIO 30'-fi.13'.J'- i I _I __ . • 'PLANTER'·· -L" -.. -.-. --..-- 23'-81/4" LINE OF ROOF EAVE 66112" fj( 112' ' J_; ' " '12' I ,,. Cl □ ,...c=w;;,. . Fl DINING I; 20'-4"x9'--3' REF/FRZ I 28'-10 314" 6'-8 1/4" DRYSTACKED STONE VENEER -LIGHT I SANDSTONE, TYP. 23'-7 1/4" 5'-9 3/4" 17'-0 3/4" ---,--------- PANTRY -6'x3'-9' 9 'CLG. ar· _ . ___ '. ...... : __ S!@.LE;ST.PRY • ·=·-=-, ... ,i.:.J~ONY . I t~[_,_-:' .26~!° ·,<_<-:<· 17 SJNGLE..stORY EDG;' ~ .. -~;_-:·.--::•:~-:·:.-_-.~-:~~-~pi:(::··:·-::: .-_:-1 ·-· .. --===i.v/ --~-1~0P)~-- . MASTER BEDR OM \ (ZONE RHEEM R96VA0702317 A 70,000 BTU/h: .96 HALLWAY 3Z-O"x4'-6" HALLWAY. 9'·1'CLG. [l ROOMl2 ,,.,. -O'QC BE ROOM 1 -7"x11'-3' □ 1'-10'ClG. ----~--"' ,::,,:3y:y,,, ____ ~- ',, 94'-11" METAL FASCIA-CHARCOAL GREY, TYP. e) 6'-0" HIGH WOOD FENCE TO BE REPLACED !_ j' 17'-6'x17'-2' 12'-8"CI.G. / ' MASTER BED ROPOSED GAS METER LOCATION PER CIVIL PLAN 11'-81/4" I I I, S 56° 02' 39" W , I ·1 I • I MAST~E=R=B~A7'TH~~~-II!! 1--,--1 __ 21'-6':i::8'-9' _ _ 9'--0'CLG. I [[;uJ] ~ I I I' MASTER CLOSET 1, I 16'-1'x6'-9' 9'-0"CLG. I ' I ·-·-----! MASTER CLOSET 16'-1":,::6'-9' S'-O"Q.G. ------- MASTER BATH 6'-2" 21'-Tx8'-9' 9'-0"CLG. 11'-81/4" 20D-AMP PANEL: UNIT A METER + MAIN COMBO 200-AMP PANEL (UNIT "B") METER+ MAIN LOAD COMBINATION UNIT"A FOYER UNIT"B" FOYER UNIT "B" . ENTRY 76'-0" 31'-1" --·---'--•(1..6½··,c·····"·----.-;;;,- f--f--lii!-1-E}I □ I -UNIT' ~f--l.,_:-P_--_, 1 LJB· EDRO M3 _ ~ I 11.iJ'::l.11·., ~+--i!ir-i_PD_IQ:-."'""'----' ,-_--=1 HALLWAY S'-O'CLG. HALLWAY 9'-0'CLG. CLO§En ··-··-·fr : __ ~---.--,--.J.<,.¼1NE.6FRDDF . , -cA.VE·ABOVE □.2%:;i- 76'-0" i W j D I '' '-101/2" 21'-3/4" 19'-83/4" UN!T•A• 2-CAR GARAGE "-'ft51"' ' I 20'--0" I H,---+2 \OA PANEL WH UNIT"B" 2-CAR GARAGE 20'-IW!r-!l" 20'-ll' PROPOSED GAS METER LOCATION PER CIVIL PLAN O' 4' 8' 16' 32' ' .·' ' '-41/4 3'-0' ii • :I ::0 1 7'--6' ; ~ ·. ,~~~~411\,{~ -,,-.✓_, __ • ".:.'.&"i,°?;;, ,.1.-~e;!:.;~:,: ,:..,.,+'.""-·',.• --, I, ------------~ I~ -~ L "f'.j□I ---4t!:8 I' l I I .. I ...•. ,,, .· I 10•6' R.Y.S.B.; 115.0' MI ... I r r --• I I -r r I --N 56' 04' 09' 1;31.19' 200-AMP PANEL: UNIT B METER+ MAIN COMBO (/) (/) w (.) ~ I "' 0 I I ALL ROOF-MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY ao-o SINGLE-STORY BUILDING EDGE CALCULATION: 110.3' / 273.3' = 40.4% (MIN. =40%) PERMEABLE PAVERS@ PROPOSED TRASH/RECYCLE/YARD WASTE BIN STORAGE LOCATION ROPOSED 6" CONC. CURB + PERMEABLE PAVER DWY. w/ DRAINAGE SWALE PER CIVIL e) 6'-0" HIGH(±) CMU WALL TO REMAIN, TYP. ERMEABLE PAVERS@ PROPOSED TRASH/RECYCLE/YARD WASTE BIN STORAGE LOCATION CDP 2018-0033 MS 2018-0006 /V 2018-0004 ■ ■ ■ REVISIONS NO. Date Drawn By Checked By CAI.-\ A R C H I T E C T ■ DATE oco >0 ...I 0 Ill N Ol O<( <( () Ill • Cl) 0 ...I<( 0::: Ill <( Cl) () ...I co 0::: -st <( c.o () C") 05.15.2020 08:45:44 J. MOLGREN J. JENSEN A-2.0 FLOOR PLANS ~ ~ "' (:) z z ~ !l. 0 <( !D '.3 "' t3 u. 0 >-... <3 Scale 1/8" = 1 '-0" 24" HIGH PLANTER 42" HIGH GABL GUARDRAIL, TYP. ___ w __ 18.4' __ f; ROOF DECK FLOOR PLAN l/0 -1-V ---1-_,'l ---- ' ., ,-., ' ' '518 ,, ""; • • 30'-3 1/2" - UNIT "A" ROOF DECK FF=71-1 MSL N 56° 04' 09" E 131.19' -I r CO'LRE ENTRY;fLOW I I L fAY,jg 3'-S'x3'-6" :r~ STEELTRELLIS, TYP. r'36'l36" ROOF Sffil/lCE ACCESSDOCR. m,_ 47'-113 " ~ EQ ATTIC 182SF 5'-2"Cl.G. 2"HIGHWALL (GUARDRAIL) EQ .O' / / -' / ' / ' / ' / ~ •OPEN,-C') '° TD • / . rn BELOW ~ / . / / /' ' , I ' ' SHEET METAL STEEL TRELLIS, TYP. FASCIA, TYP. .. 4' 8' 16' 4'-101/ " 12'-3 3/4" S 56° 02' 39• W 11i~Ml'iY~i~tl~lt1~Y{"'~:1f; ,__ .......... •~--~~, >· __ ,-/;,};''· i ~-- 32' I I DESERT CRETE DECKING SYSTEM @ WALKABLE ROOF SURFACE (1-HR RATED POLYMER MODIFIED CEMENT FINISH) 2 A.G. CONDENSERS PER UNIT 2" HIGH STUCCOED WALL (MECHANICAL SCREENING) ___,-,~'-6" HIGH ACOUSTICAL SCREENING w/ EXTRUDED METAL LOUVERS+ PERFORATED METAL MESH ~ ~s ,._I . "' "' . "' "' "' ALL ROOF-MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY 80-6 r.cASS=oc"'1A"':neo=AP=P•""ov"AL;,--,-I P'°LAN=-c'°H~Ec"K~#s---~o PUD 2018-0006 / SDP 2018-0006 / ~ CDP 2018-0033 :g MS 2018-0006 / V 2018-0004 8 z ~------------_.JO ---------~---' ~ ■ ■ ■ REVISIONS NO. Date Drawn By Checked By DATE ■ A R C H I T E C T ■ oco >a _JO CON Ol O<( <Co co - Cl) 0 _J <( 0::: co <((/) (_) _J co 0::: "<t <( co (_) CY) 05.15.2020 08:45:52 J. MOLGREN J. JENSEN A-2.1 ROOF DECK PLAN Scale 1/8" = 1'-0" ~ CD :::, U) al > w er: CJ z z 5 Q. 0 iii U) o! c3 LL 0 ~ (.) Ol'ENTO BEW« ROOF AREA • ROOF DECK 178"=1'=0 - 2ND STORY r -----------7 -, -~-~ -~--1f-----+-----~ I----, □ r0-. 1 ' ' '~' 0 0 [3 ROOF AREA [3 : i ! 1 i ; I ; ' ' :::!:::~i:!:~:::::::*';~- ;. ; ~ !< .. " ., .,., ~ :'""•7. ...... -.... , ..... £7l:Si.>'-.1-Y-1"-"- ~ ~,;11---ir-••>1 •>ill't<>;.•1<'"11" ! , ~ .. i ; : ~: i •• >I " •i ~ ..... _.,, "I t, .,. .;. . -I ;,,,,,; ilj_ I'.,_ 'I! '"1 ~ .. _c >, ,.: ;, .,, .... "1 ".. ,. "i ~ _,_ ..... ~ Y '-'c 'II; ;, ,.. !< -.; ... ... .. "i ,. "' '<·"Iii ;, .,, . .;,: "i .'--<· 11"' -"i ,: .., ,, -i Ill \\.,. _., ... ~ -~ ~,"' • "1 -~ . "'-" ~ ~a:. .t ~ ~ •. v.i-•: ... ~ "1 ~ ,. .' ~-. ,. ·,· ~ ... >I .,. .. , " " .' i ... ;,, .,. .... ~'If, ~,,_>I " ., :-'" ........ ~ '-" ,. ~-•. "1 ii< .. ". 'I!.,.;;; ~ _c 0,: IO ~-• "' ... 11'. i< 'I! •.• : ~ ..... Ji! ~ " . .: ... 11'. ~ ''"" " ..; :-~-.. -,,. "'1 ... ~" 'II; r , ~-,7 L-;1 , , 1 ,-t 1 ,--, II ,,7,---7 I , ________________________ J '_,, _____ , L _________ _j ' ii l'LJI l ;=:==="==-'I 7 l___ji Ii L.._,;L....-- ~---------------------, i------'----------------------------'L-I 1STSTORY 1/8"= 1'-0 O' 4' 8' 16' 32' AREA LEGEND iJNIT A UNITS W, HABITABLE AREA ~ (CONDITION ED) W, -()UTDOORAREA ■ , , •, • • • , , •, PLANTER/LANDSCAPED AREA "' ... ,. .... " "',; __ .. .,. " .. ,. -,. .. ,-·.•· "" »-,_ ,,: """' .-.. ,.,_ ... _...,;;, ,t .. .,. ... ~ •"~>11o ·c.;1,.-;,c,;-•·sc ·"' "-.,, $"1.1"!cy .,;,j,,,...,. ... ~ .... ,.. .. j,. .. 11 ,. • "' ,;,; .• "" -I< ~· "' .. ,.. "' .... y,,.,..~,..,.Jo; ... ~!> a; .. '.• ,; .. " ..... •' .. ;,. ~ ... ~" .. :;. "' .. s,. .,. AREA CALCULATIONS UNIT A: FIRST STORY LIVING AREA: SECOND STORY LIVING AREA: THIRD STORY (ROOF) CONDITIONED AREA: TOTAL LIVING AREA: GARAGE AREA: COVERED PARKING AREA: COVERED ENTRY AREA: ATTIC STORAGE AREA: FIRST STORY OUTDOOR PATIO AREA: SECOND STORY OUTDOOR AREA: ROOF DECK AREA: TOTAL OUTDOOR AREA: UNIT B: FIRST STORY LIVING AREA: SECOND STORY LIVING AREA: THIRD STORY (ROOF) CONDITIONED AREA: TOTAL LIVING AREA: GARAGE AREA: COVERED PARKING AREA: COVERED ENTRY AREA: ATTIC STORAGE AREA: FIRST STORY OUTDOOR AREA: SECOND STORY BALCONY AREA: ROOF DECK AREA: TOTAL OUTDOOR AREA: 1,585 S.F. 1, 190 S.F. 72 S.F. 2, 847 S.F. 431 S.F. 378 S.F. 36 S.F. 190 S.F. 394 S.F. 86S.F. 332 S.F. 812 S.F. 635 S.F. 2, 150 S.F. 72 S.F. 2, 857 S.F. 431 S.F. 378 S.F. 21 S.F. 190 S.F. 0 S.F. 358 S.F. 336 S.F. 694 S.F. ASSOCIATED APPROVAL/ PLAN CHECK #s □ PUD 2018-0006 / SOP 2018-0006 / ~ CDP 2018-0033 g MS 2018-0006 / V 2018-0004 8 z ~----------'O ,---,--------,...J ~ JOHN P.\ JENSEN ■ • ■ ■ ■ • • ■ ~ al ::, A ; w R ~ (!) C ~ z H ~ I i ...J T ~ "-E ~ >-c 0 130 S. CEDROS #220 · SOLANA BEACH, CA. 92075 OFFICE: 858.756.2526 T ■ FAX: 858.756.0210 HOME OFFICE: 619,337.0030 REVISIONS NO. Date Drawn By Checked By DATE oco >O ...J 0 Ill~ O<( <Cu Ill -(/)Q J<( 0::: Ill <( (/) (.)J CX) 0::: """ <( (!) (.) C0 05.15.2020 08:50:08 J. MOLGREN J. JENSEN A-2.2 SQUARE FOOTAGE OVERLAY PLANS Scale 1/8" = 1 '-0" .fl,, . I Gernral Data/EIEctrk:al Dam 7l' Afr RA14 Serles Physical Data PHYSICAL DATA Model No. RA141-8A I RA142AA ! ..,..,. I .. ,.,.. RA1"28 RA1448A i RA14e6!\ Nominal To111sage 1.5 I 2.0 ' 2.5 I 3.0 3.5 4.0 5.0 ' Valve t:onnectioas Liquid Line O.D. -in. ,. ,,. ' "' ,. 318 3/8 "' S11ction Line O.D. -in. 314 3/4 ! 3/4 3/4 ,18 7/8 7/S Refrigeranl (R4111A} furnisbell-m:.t " 72 ' '7 106 121 126 162 Compressor Type Scrou OUldoorCoil t,Jet f~e area -Outer Coil 9.1 11.1 i 12.1 14.fi 173 lt.a 21.5 Net raw area-Inner co:1 --I ----i - Tube diam€1:er -in. 318 ,.. ' "" 318 ,,. " 3/ll Number m rows 1 1 i 1 1 1 1 i 1 Fms i:er inch 22 22 I 22 22 22 22 22 Outdoor f.ln Diameter-In. 20 20 I '° " " 26 211 Number of blades 2 2 I 2 3 2 2 3 ·-Motor hp 1!10 ,,. I 118 1/6 1,7 1/5-115 c~ 2225 2505 I 21105 3105 3670 4264 4140·- RPM 1(175 1075 ' 1G75 850 1075 ""' 850 i ''"" 130 163 i 142 173 190 236 ' "' ' Sbi11ping weight-Ills. 143 1'8 I 15' 178 207 232 24' Operating weight-lbs. 122 141 i 151 171 201) 221 i 240 Electrical Data Line Vellaye Data (Volls·PllaSe-Hz} 20&'23ll-1-l:i0 j 208i'230+60 ! 208/230-1-tiO 2G8P.3U·HO ·H 20&123U+60 :2oa123,;·lfi Maxim,m qveeiment protecli-oo {amp$}' 2(j 25 i 25 30 "' " so- Minimtffll circuit ampacily' 13 15 I 17 19 " 27 32 - Compressor Rated load amps l 9.7 11.2 ' 128 14.1 17.9 19.9 23.? Lccked rol:or amps j 43 60.8 64 77 112 10) 152 s. --Condenser Fan Motor Fullloarlamps 0.6 0.8 i Q8 0~ 0.8 12 1.4 Lccired rotor amps 1.1 1.5 ' ,., 1.5 1.5 23 '' Line Voltage Data \Volts•PilasHll) --' -"'1230-3-60~--208,12:3i-3•62 ; 208/l3b0)~ Maximum ovarcunent prctec:Hor. {amps)2 --I -20 30 30 ~5 Mtnimum cireuit ampacitf --' -13 " " 22 Compressor Rated IOad amps I I -9 13,2 13.1 15,':1 Loeked rotor amps I I 71 " 83.1 11 □ Condenser Fan Motnr foll !Oat! amps --I -0.8 0.8 1.2 1.4 1.-0ci.tlc! rotor amps -I -1.5 1.5 2.3 ,, Line Voltage Data 4Volts-Phase-Hz) --I -........ 480--3.fi1l ....,... ......... Maximum r;:,ven;WTBnt prote-:::tion {amps)? --I -15 -15 15 -lMinimum circuitampZCity --I -• -9 . 10 Compre::llllr ----1 Rated load-amps -i --56 -6.1 . ,,~ i lock;ecl rotor amps ---38 -41 " Corulet1Ser Fa& MolDf FalllOad:amps. -I --.5 -.€ ., U)cl;ed rotor amps -I --1.1 -1.6 u •Refrig_erant Charge ~entfor 15 ft k:!ngth of refrigerant. lines. for lollger tine~ requirements see me. iTTslaliatio:i -. ~1setleoglh and additior.al retri erant ' g --'tlA.CR type circu[t breaker-of fuse.. lRe!es-to National Electrical Code manual to -determine wire, fuse and discanuecl size requirements. ~;'.:::=;.:::,~---REINFORCEDEVERGUARD'"MEMBRANE I ~-L....-,r ~--HEAT-WELDED l..AP(SEENOT'e#f) l/r-1~-E\IERGUARl:fTPOcurEDGESEAIANT(IF"NEEDEP) INOTEil 1.·FOR.HEAT-WELDl?IIG LAPS USE 1 S MAX(2S.4 mm} WEl..D WITH MACHINEAUTOMA.TICWELOER ~ 1_.5" (1ZI. mm} WELD Wlll:l HANO WEUJER. 2. F-0RS8..F-AOHERING MEMBRANE, TiiS DErAJL DOESNOf APPLY TO RAPIOSEAM" l'ECHNOLOGY MEMBRANE. 3.APPLY Ev"ERGUARdl''TT'O CIJT.EOl,lE SEALAHiTO ALL CUT FEIHFORCED lPO BJGES {REFER TO EVERG~ DETAIL 115}-, ,..Dml..OMa .... m. 1O2B SIDE LAP DETAIL r=,'5 FlEUlOFIIOOF Soll---""" ----f....-==-t--~+-------------+--=~-~-11, .:'.::-:.. N.T.S. 6-20-16 FOO ~-x,es ~ TO 5[l SQUAAES CN..Y ,. UNRENFORCED T-JOJNT COVER PATCHES MIN. 4" i102m111) lNCIAMETB'l: REQUIREDFORSOML,70 MILAND-80MlH..TPO.OR 80 MILPVC FIELO•FABRICATED Si'RlP ON.Y. --''-!-:::::-----EVERGLIARD9 TPO R.ASHIIIGSTRIP ACCESSORY OR 6" (:!Q3rnm)WIDE -'-REINFOR.Cm =VERGI.IARl1' MEMBFWE~ CO\IERTAPE FORRAPlllSEAM"'ONLY) ~~~-HEAT-WEI.DEDLAP{SEENOTEft!) ,.,..-""!E:Je!!!L,!' I EVERGIJARif CIJT eoGESEALANTWITHTi'OONL.Y REINFORCED~ MEMBFWIE \f-LL""(..;;.;CLl~'=:c,l,,L-ENERGYGUARD"" ROOF INSULATION ~--','~--ROOf"OECK.ISUBSTRATE jNOTE:j 1.FORINSULATIONTHlCIOIESS-GREAlERTI-la.N8"{2C3mm}.AHARDBOARDISREOUIREDONMECHANlCAL SYSTEM.S ONLY. 2. IN S5LF-ADHERED SYS'iEMS, MEMBRANE MUST BE.PRIMED AND DRY PRIOR TO APPL YING 6" (152mm} DOUBLE SIDED TAPE. S-. APPLY~ Tl"O CUT EOGE-SEAIJ\NT TO AlL GUT REINFORCEDTPO EDGES {REFER.TO EVERGUARD'9 DETAIL 11.S). ·• "'"'"'"'°' oa• COVERSTRIPENDLAPDETAIL =~ -j-~SERIES=-+-=-~f-------------+----"::'---ill ·---~ _.,,_ N .. T.a. 12~12-17 28 T.P.O, LAP DETAILS FOR LOW-SLOPED ROOFS N.T.S. 1 . ~ . I Ur(t ~ -0. Air RAUS&ries_ Unit Dimensions MODEL. H {fle:ifht) NO. INCHES mm RA1416A 25 635 RA1424A 25 635 RA1430A 27 685 OPEAIITTNG l (l,oglb) W (Wi"") INCHES mm INCHES mm 29.75 755 29.75 755 29.75 _ 755 29]5" . 755 29.75 755 29.75 755 • I 212:i " -" 3 ,., 33.75 857 "5 857 AA1460A 35 H ,_. 689 -. 35.75' -· 908 35.75 ALLOW 60" [1524 mmJ OF.Ct.EA.RANCE w AlR INLET LOUVERS ALLO\.V 908 6" (152 mm} MiN. OF CLEAAA_NCE ALL SIDES 12" {305 mm] RECOMMENDED [ l DesignatesMelric - CABLE GUARDRAIL w/ WOOD TO RAIL@42" A.F.F. MIN., TYP. W {PERCJVII..ENGIN!:ERT"SURVEYDATA) ::ii. . -*I;;; 0 .,, - =1 I I I 1W=+W"kf.FJ: I TR=-M2"AF.F. F I I I t 19 o· ~ N 56° 04' 09'" E 131.19' ROOF PLAN uo = r-u· . ff (Height) INCHES mm 26,75 679 26]5 679 28.75 730 -- 32.75 632 36.75 933 \ .:£s,, Air I AceessorluS!Wetghled Sound: F'.hfflrfThermostats -0 RA14 Serioo. ROOF NOTES Slll!'PING Accessories .L (Length) W IVfiijm) .. .. -.. INCHES mm INCIIES mm Model No. llA'J.418 """" .. ,.,. HA1"5 RAl"2 ,.,.., Compressor crankeasiheater'" '""" 44-17402-44 -44-17402-44 44-1741'12--« 44-11~ #17402,#.i 44-17402-4;5 32.31! 822 32.38 822 3238 822 '32..38 822 ' 32:-38 822 . 32.38 822 Lowamtielltcontrol Rl(AJ),AD8 ''"'''" ---RXA!rAll8 Compressor scund «M!r 68-23427·26 6&-23427-26 6a-.234U·26 68-23al27·26 68-23427-25 68-23427-25 CofrJlfCSSOI bard start; kit,. SK-A.1 SK·A1 O<-A1 . ~A1 SK-A1 SK-A1 Cumpresscii"llmei:lolay .. RXMO-S01 RXMO--Blr. . ""'"""' ,,..,.,., """°"rn RXMD-B01 ' , f,I 36~8 824 3638 I --924 SS:38 l ·. ·9~5 38.38 975 Lowprassure-amtrol """"" SXAC#J7 _, """" ""~"" RXAC-AC7 l:ii!il1'?(Stln!contml """""' """"" --RXAB-"'7 RXAB-A07 Uauid Une.Solem1ld SoienoldvaJ~e 2BOROOTS1VLC 2C-Offil2T:,ITTILC 2~0RD2T31VI..C 2JJlJRIITT3MC 200=mm 2001IDlnlVLC {24 VP£, 500) Ht, · Solenoid Goil 61-AMG24V 6i-AMS24V .61-AMG24V 61-AMG24V 61-AMG2W 61-AMG24V Liquid lille SOienoid Solenoid Valve 200P.02T3tvl.C 2<-0ROZr.1T'IU> 2-00rlozrnvLC 200Rll2T31VU: 2001'1lmTVl · 200f!Dmi'JLC C,Zl/240 VAC. SO/SO fiz) . Solenoid Coil i;l-AMG12Qt240V , 61-AMS120t'240\I 61-AMS12812-40V 61-AMfil3ll24(1V -AMS1.2lllz< 61-AMG12flf240V ClassicTOµ.cap~ 91-101123-21 l 91-101123-21 Sl-101123-:21 91-101123-.!i 91-1111123-2 91-101123-21 "Cl'ankc:ase flealer recommenc!ed with I.ow Am!lientKit Weighted Sound Power Level (dBA) A-WEIGHTED-SOUND PDWEB LEV8... tdBA) SERViCE PANELS/ INLET CONNECTIONS I HIGH &LOW VOLTAGE ACCESS ALLO'M 24" {610 mm] OF CLEARN..JCE NOTE: Unit Size -Voltage, Slries """"'"' i Rating tm) \ ·125 RAWBA 76 51.4 RA1424A 75 49.4 RA1430A 74 "~ RA.1442B 75 52.8 RA1460A 75 53.4 NOTE Tested in accontance wil!J AHRIS!mldant270.08 (llnt lis1elf lnAHfll) TYPICAL OCTAVE BAND SPECTRUM. (IIBA witt10ut llme adjustmtnt) 250 500 .I 1000 2000 4000 551.6 652 o5,9 64,3 -58..5 83.4 "·' 56.1 62-7 62.8 587 ALL ROOF-MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH BUILDJNG D.EPARTMENT POLICY 80-6 ARAPETS PER PLAN STANDING SEAM METAL ROOF -AF TPO ROOFING SYSTEM@ BERRIDGE "PREWEATHERED FLAT/LOW-SLOPE ROOF AREAS GALVALUME" wl FASCIA TO MATCH, TYP. (ADDITIONAL SOLAR_,C:CJl'tE .IF REQ'D . -/,----__ -;"J:,:.\s;i'-,,;'8YYC'·' tli' ~. ROOF DECK "B" j: ~ .••. : ~.•.· FF=72.1 MSL ~.. " ~i~~~!!::fr-h'~.e.s,cs;;Hh~ .. ~=-•·~1-1·~;~_;_;~_=;;;;;c;;;;;c; .i .I • :1 i ' ii: ..~ ' : T""", "-:-~ .... ... 44-11,402-46 -6a-23427-25 SIM1 RXM!Hlrn RX,1C,i\111 ..,...J\117 200ROOT3TVLC 5i·AMG24V 200AD311fMJ: 61-AMG1:2C!l4W 91-101123-21 8000 53.7 53.8 51 E A-52 101 ~ . :E ¼" SlUCCO-LIGHTTAN/GREY (SMOOTH-TROWEL FIN.), TYP. ALL ROOFING SHALL HAVE A CLASS "A" FIRE RATING, TYP. 1. SPARK ARRESTORS. ALL CHIMNEYS ATTACHED TO ANY APPLIANCE OR FIREPLACE THAT BURNS SOLID FUEL SHAcL BE EQUIPPED WITH AN APPROVED SPARK ARRESTER. THE SPARK ARRE'STOR SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS (CRC SEC1003.9.1) A. THE NET FREE AREA OF THE ARRESTOR SHALL NOT BE LESS THAN FOUR TIMES THE NET FREE AREA OF THE OUTLET OF THE CHIMNEY FLUE IT SERVES. B. THE ARRESTOR SCREEN SHALL HAVE HEAT AND CORROSION RESISTANCE EQUIVALENT TO 12 -GAUGE WIRE, 19 -GAUGE GALVANIZED STEEL OR 24 -GAUGE STAINLESS STEEL. C. OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIAMETER GREATER THAN 1/2 INCH (13 MM) NOR BLOCK THE PASSAGE OF SPHERES HAVING A DIAMETER LESS THAN 3/8 INCH (10 MM) D. THE SPARK ARRESTOR SHALL BE ACCESSIBLE FOR CLEANING AN THE SCREEN OR CHIMNEY CAP SHALL BE REMOVABLE TO ALLOW FOR CLEANING OF THE CHIMNEY FLUE. 2. CHIMNEYS, FLUES, OR STOVEPIPES ATTACHED TO ANY FIREPLACE, STOVE, BARBECUE, OR OTHER SOLID OR LIQUID FUEL BURNING EQUIPMENT OR DEVICE SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. (CRC R327.11) 3. PROVIDE ROOF GUTTERS, IF USED, WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. ALL ROOF GUTTER AND DOWNSPOUTS SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS. (SDMC SEC. 145.0704 (a)) 4. WHEN DRIP EDGE FLASHING IS USED AT THE FREE EDGES OF ROOFING MATERIALS, IT SHALL BE NON-COMBUSTIBLE. (SDMC SEC. 145.0704 (b)) 5. WHEN PROVIDED, VALLEY FLASHING SHALL BE NOT LESS THAN 0.019-INCH (0.48 MM) (NO. 26 GALVANIZED SHEET GAUGE) CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH-WIDE (914 MM) UNDERLAYMENT CONSISTING OF ONE LA YER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. DETAIL ON PLANS. (CSC 705A.3/R327.5.3) 6. TURBINE ATTIC VENTS (IF usl:\D) SHALL BE EQUIPPED TO ALLOW ONE-WAY DIRECTION ROTATION ONLY AND SHALL NOT FREE SPIN IN BOTH DIRECTIONS. (CRC. R327.6(3)) 7. PAPER-FACED INSULATION IS PROHIBITED IN ATTICS OR OTHER VENTILATED SPACES . ROOF SHEATHING NOTES 1/2" CDX STRUCTURAL II PLYWOOD OR EQ., MIN. PANEL INDEX: 24/0 EDGE AND BOUNDARY NAILING: 8d @ 6" O.C. FIELD NAILING: 8d@ 12" 0.C. NOTE: PLYWOOD SHEETS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. ROOFING MATERIALS FLAT ROOFS (MINIMAL TRAFFIC): GAF EVERGUARD 60 MIL. TPO (UL ER1306-01) FLAT ROOFS (WALKABLE): DESERT CRETE DECK SYSTEM OVER 3/4" SHT'G., TYP. SLOPED ROOFS: BERRIDGE ZEE-LOG STANDING SEAM METAL PANELS (ICC ESR-3486) OVER 1 LAYER GAF VERSASHIELD® (ICC ESR-2053) OVER 1 LA YER 30# FELT STANDING SEAM METAL ROOF - BERRIDGE "PREWEATHERED GALVALUME" w/ FASCIA TO MATCH, TYP. 2" HIGH STUCCOED WALL (MECHANICAL SCREENING) ·, _J---!.__------T~" HIGH ACOUSTICAL PANEL WALL w/ 11 -----J3i 'i. PERFORATED METAL EXTERIOR FINISH I<' (MECHANICAL SCREENING) DESERT CRETE DECKING SYSTEM@WALKABLE ROOF SURFACE (1-HR RATED POLYMER MODIFIED CEMENT FINISH) ~ 15.0' 10.6' 036' HIGH·PLANTER · ------------------- STUCCOED PARAPET, TYP. o· 4' 8' 16' USTOM SHEET METAL FASCIA PER PLAN, TYP. 32' -~ ------,. ROOFING MEMBRANE, RU OVER FLASHING AND OVER ROOF DRAIN FLANGE ROOF MATERIAL PER PLAN PLYWOODSHT (SLOPE TOWARD DRAIN) 3"0 ABS DRAIN PIPE INSID WALLAND TIE INTO LANDSCAPE DRAIN SYSTEM (RUN OVERFLOW SEPARATE FROM MAIN) TYPICAL ROOF DRAIN DETAIL @LOW-SLOPED ROOFS 20 oz. COPPER SEAMLESS DRAIN BASIN w/ BOTTOM OUTLET+ ATTACHED OVERFLOW A.B.S. DOME STRAINE 3"0 ABS DRAIN PIPE, RUN INSIDE WALL AND TIE INTO LANDSCAPE DRAIN SYSTEM 1 1/2" = 1'-0" 2 ASSOCIATED APPROVAL/ PLAN CHECK lk 0 PUD 2018-0006 / SDP 2018-0006 / N 0 N CDP 2018-0033 "' q MS 2018-0006 / V 2018-0004 "' 0 z 0 _., <( ■ ~ :. Ol ::, A en ~ w R > w 0:: ■ C "' z z ■ z H <( ■ _., 0.. I 0 <( Ol en _., T 0:: <( 0 u. E 0 >-f- C 0 T ■ REVISIONS NO. DATE 05.15.2020 Date 08:50:13 Drawn By J. MOLGREN Checked By J. JENSEN A-3.0 ROOF PLAN Scale As indicated PROPOSED T.O. STRUCTURE 8□.3---·· 30' MAX. HT. 24'MAX. HT. T.O. SHT'G. ROOF DECK "A T.O. SHT'G ROOF - T.O. PL. 9'.J.2ND FLOORL b _, 0 "' 0 T.O. SHT'G 2ND FLOOR _ _ , ... N T.O. PL. 9'....{_1ST FLOORL T.0.SLAB FIN. GRAD E P, D11u ... - EX. GRADE 49.0 --48.3 . . .. WEST ELEVATION FIN. GRADE/ PAD 49.0- = - PROPOSED T.O. STRUCTURE ·-a□:3 ----· -- 30' MAX. HT. 24'MAX. HT. T.O. SLAB __ _ 495 _ --- EAST ELEVATION 114" = 1'-0" -- 5.3' --~---t-1-- b! " -.--5 5' en ,'I ------t;::·i-------, ,;, METAL FASCIA-CHARCOAL GREY, TYF. f ---!- I ALUMINUM/ GL. GARAGE DOOR, TYP. I 5.3' l r --i- i L_ ¼" STUCCO -LIGHT fAN/GREY (SMOOTH-TROWEL f'jN.), TYP. WOOD OP RAIL, TYP. ~' » I I I -i'· : ! ' ·1 I I ~t- i I I I METAL FASCIA TO MATCH ROOF COLOR r ~~ ~--~ ---~ ---~ -~ --~-~=-=-~ ::-; l-------;E - I ---- I -. .. . --------- ' :----.. --. ----- O' 4' 8' 16' I 4" IPE WOOD PLANKS, TYP. METAL FASCIA TO MATCH ROOF f;oLOR J I . ' ' / ACOUSTICAL METAL PANEL -LI HT GREY ------ ____ . ___ . _--j 32' I ·r- +- I 5.3' EXPOSED CMU BLOCK, SAND-BLASTED ' I \ ,Y ' ' ' .\ I I : \ ..... I ~-~i \ .. ,_. ---~: ____ , ,, -, .. _,! 5.3' I l I It I I DRYSTACKED STONE VENEER -LIGHT SANDSTONE, TYP. ALUM. CLAD D+W UNITS -DARK BRONZE ANODIZED, TYP. PROPOSED T.O. STRUCTURE · · · · ··ao.3 · 30' MAX. HT. --=="-'=-:=--·...c·I~O~SHT'G...ROO~ DECK "B". __ 24' MAX. HT. • I i --~T.O.J'L. 11' (2ND FLOOR) ¼" STUCCO -LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP. W.I. GATE, DARK BRONZE/BLACK ¼" STUCCO -LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP. -, . -~-----::+-•---··--"~-------------· I I I 0, / ¼" STUCCO-LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP. DRYSTACKED STONE VENEER-LIGHT SANDSTONE, TYP. 4" IPE WOOD PLANKS, TYP. ALUM. CLAD D+W UNITS -DARK BRONZE ANODIZED, TYP. ALUMINUM/ GL. GARAGE DOOR, TYP. T.0.SLAB -49.5 PROPOSED T.O. STRUCTURE ---· ·· · ----ao::i T.O. SHT'G. ROOF DECK "A" T.O. SHT'G ROOF ---0, J" T.Q,_PL. 9' (2ND FLOQfil._ 24'MAX. HT. ___ T.O. SHT'G 2ND FLO.QB_ °' I W.I. GATE, DARK BRONZE/BLACK J" T.O. PL. 9' (1ST FLOQfil._ T.0.SLAB ----'495 FIN. GRADE/ PAD -49.0 ASSOCIATED APPROVAL I PLAN CHECK #s PUD 2018-0006 / SOP 2018-0006 / CDP 2018-0033 MS 2018-0006 / V 2018-0004 ■ ■ ■ REVISIONS NO. i I I i I DATE ■ A R C H I T E C T ■ ' s w > w !l'. G z z z ~ 0 ell Cl) -' !l'. 1'i u. 0 ~ 0 05.15.2020 Date 08:50:21 Drawn By J. MOLGREN Checked By J. JENSEN A-4.0 ELEVATIONS Scale 1/4" = 1'-0" l 15.0' PRIVATE ROAD ESMT. 10.6' R. Y.S.B. [ 1 PROPOSED T.O,ISJ~UCTURE 80.3 30' MAX. HT. 24'MAX. HT. I -r ! I I 7· J I ACOUSTICAL TILE OVER METAL FRAMIN I 4" \PE WOOD PLANKS, TYP. I I I I I I I I I l I I I I ¾" STUCCO -LIGHT TAN/GREY _______ -+--a> J i (SMOOTH-TROWEL FIN.), TYP. NORTH ELEVATION 18.9' F.Y.S.B. PROPOSED T.O. STRUCTURE __ ··so.s ----· 30' MAX. HT. __ _ -~ ·ROOE.DECK.$!;;;;"--" c....cc=----c: T.O. SHT'G. ROOF DECK "A,_" __ T.O. SHT'G ROOF T.O. PL. 9.:J2ND FLOOR.)_ T.O. SHT'G 2ND FLOOR ___ _ T.O. PL. 9.:J1ST FLOORL __ _ --T.o: SLAB 49.5 - I ___ ~ I ----1--- M ::r 1 -1 - I SOUTH ELEVATION 1/4" -1'-0'' I I / I ¾" STUCCO -LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP. 4" IPE WOOD PLANKS, TYP. -· - STANDING SEAM METAL ROOF - BERRIDGE "PREWEA THE RED GALVALUME" w/ FASCIA TO MATCH, TYP. O' METAL FASCIA-CHARCOAL GREY, TYP. 4' 8' 16' I -. '/' ' -I . ~ ' . 32' DRYSTACKED STONE VENEER -JGHT SANDSTONE, TYP. PERVIOUS PAVERS PER CIVILJLANDSCAPE PLANS, TYP. ALUM. CLAD D+W UNITS -DARK BRONZE I ANODIZED, TYP. I 2'-T' I J I ' STANDING SEAM METAL ROOF - BERRIDGE "PREWEATHERED GALVALUME"wl FASCIA TO MATCH, TYP. METAL FASCIA-CHARCOAL GREY, TYP. ACOUSTICAL METAL PANEL-LIGHT GREY M ::r 18.2' F.Y.S.B. __ PROPOSED T.O._ ST_~UCTUR_E _ 80.3 30' MAX. HT. --- 24' MAX. HT. T.0. SHT'G. ROOF DECK "A" T.O. SHT'G ROOF ___ T.O. PL. 9' (2NQ_FLOOR) 4" IPE WOOD PLANKS, TYP. _LO. SHT'G 2ND FLOOR T.O. PL. 9' (1ST FLOOR) T.o:-sLAB·--___ --- 49.5 15.0' PRIVATE ROAD ESMT. I I I r ·· I I I r--- 1 I I I I I I I I I I I I 10.6' R. Y.S.B. PROPOSED T.O. STRUCTURE 80.3 30'MAX. HT. -'"-""·-·-·--- 4" IPE WOOD PLANKS, TYP. 24' MAX. HT. ¾" STUCCO -LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP. ASSOCIATED APPROVAL I PLAN CHECK #s PUD 2018-0006 / SDP 2018-0006 / CDP 2018-0033 MS 2018-0006 / V 2018-0004 ~ N ~ "' 0 z c__ __________ __JQ ,---------~..., ~ ■ ■ ■ REVISIONS NO. ' Date Drawn By Checked By DATE ■ A R C H I T E C T ■ :;; m ::, rn ' s: w > w ll:'. (!) z z z :"i "- 0 ;a rn ...l ~ IL 0 ('.: 0 05.15.2020 08:50:30 J. MOLGREN J. JENSEN A-4.1 ELEVATIONS Scale 1/4" = 1'-0" -~ ------ \ ----~ -~ [Llllfll fl>S~SOC~~IA~T~E~D~M'~PROV~~Alf/~P~~~~C~H~E~C~K~#sE;;,~ I isl PUD 2018-0006 / SOP 2018-0006 / ~ CDP 2018-0033 ::l MS 2018-0006 / V 2018-0004 ~ 0 L __ ;~=========----::::---ig ■ :;c A R ■ C ■ ■ H I T E C T ■ ~ P.J - -'(/ - . I, N. --..._., \ REVISIONS NO. DATE 3: (/) W:E > ::> . oco (/) z >0 ...I 0 ca 8l O<( ~:E <( CJ ca • U)Q WO ...I<( et: ca <(U) ~c CJ ...I co et: s:t <( <Cz (0 CJ C') WO ffi (..) 05.15.2020 Date 08:50:52 Drawn By J. MOLGREN Checked By J. JENSEN A-4.2 PERSPECTIVE VIEWS Scale a, :::, (/J ~ w > w Cl'. C9 ;;:; z z <( __J 0. Cl <( (D (/J __J Cl'. <( 0 u.. 0 >-I-5 PROPOSED T.0. STRUCTURE . 80.3 30' MAX. HT. __ _ 24' MAX. HT. __ ¼" STUCCO-LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), 1YP. T.O. SHT'G. ROO_F•"':CK "A" _ T.O. SHT'G RO.~O~F__ 0,1.. _ T.O. PL. 9' QND FLOOR) DRYSTACKED STONE VENEER -LIGHT SANDSTONE, TYP. T.O. SHT'G 2ND FLOOR_~--- T.O. PL. 9' ilST FLOOR) T.O.SLAB FIN. GRADE/ PAD 39"'-. - 49.0 SECTION -A PROPOSED T.O. STRUCTURE -----------------------------------80.3 30' MAX. HT. 24'MAX. HT. -- T.O. SHT'G ROOF Sf, T.O. PL. 9'.QND FLOOR)_ _,. _ ___.;,1,_ . T.O. SHT'G 2ND FLOOR -- T.0. PL. 9'J!. ST FLOOR)_ T.O. SLAB __ _ 49.5 / SECTION -B lT4" = 1'-0" I It I t I l It STRUCTURE STEPS DOWN@ STAIRWicLL + ROOF DE:jCK ACCESS TO MINIMIZE IMP!\CT OF TOWER ELEME':NT I( SCTBACK, n,'. 5.3' 5.3' t I I I 4" IPE WOOD f'LANKS, 1YP. l i t-- 1 I I I ,.._ i:--:-..:::::::~ f-=-~-~ I~-::::_.:..::·, [_~_::_ -. -, = [CI]/ □11 O' UNIT"N LIVING ROOM 23'~4'-6" (9'-7CI.G.) 4' 8' HIGH-POINT OF STRUCTURE @ ELEVATOR TOWER I t ,•., • • • '~'-."~L • " '\. "fd o11f ·, CLERESTORY TOWER I " l 1:··--.. _ ...... , ,, t;1···· ... ··::::1::::1 -~:: :I : I ·:: I ....... . .. -... -. / 16' UNIT"A' WINE 8'-9'x1'-10' (9'-0'CLG.) 32' I i l s~ I I .TBACK, TYP .. -----)'1' "TANDING SEAM METAL ROOF -I ~ 6ERRIDGE "PREWEATHERED I G.A.LVALUME" w/ FASCIA TO MATCf, 1YP. DR.YSTACKED STONE VENEER -lyJ/;,=HT_,__~5~.3~' ----¾t SANDSTONE, TYP. I I I ? NEW SOIL FOR LANDSCAPED AREAS+ PLANTER BOXES DRYSTACKED STONE VENEER-LIGHT SANDSTONE, 1YP. I ' I I I I I __ T"'.O"'. SHT'G. ROOF DECK "B" , I" 1,-• ., "~, •-• '"''•- UNIT"S' LIVING ROOM 32'-6"llil'-S" (10'-9'CLG.) UNIT"A' KITCHEN 2f-a'x15'-2" (9'-0"ClGJ --=c::j i .L • J:=:: .:=,:: '-::':-UNJT~B"c- sec-:: 0OF=DEC -:_~:~;?':1J~5;J~~~L::=-~:~-------•· UNIT'A" KITCHEN '\] l I -I I ------------;;~~~~~ 00 000-000 Oo □□ / 5.3' 49.5MSL 48.BMSL I I I I I I I METAL FASCIA-CHARCOAL GREY, 1YP. _T.O. SHT'G 2ND FLOOR W.I. GATE, DARK BRONZE/BLACK / T.O.SLAB -4!l.5 FIN. GRADE/ PAD -49.0 PROPOSED T.O. STRUCTURE ---·--···----80.3 30'MAX. HT. ___ T.O. SHT'G. ROOF DECK "A" _ __ T.O. SLAB 49.5 ASSOCIATED APPROVAL I PLAN CHECK #s PUD 2018-0006 / SDP 2018-0006 / CDP 2018-0033 MS 2018-0006 / V 2018--0004 ■ ■ ■ REVISIONS NO. Date Drawn By Checked By DATE ■ A R C H I T E C T ■ 05.15.2020 08:50:55 J. MOLGREN J. JENSEN A-5.0 BUILDING SECTIONS , s w ~ C'. Cl z z z ::i 0.. 0 iii '.:I C'. cJ LL 0 >-,_ ti Scale 1/4" = 1 '-0" f'ROPOSED T 0 80~3 ----· ~§_TRUCJURE 30'MAX. HT. T.O. SHTG ROOF T.O. P'=,_ 9' (2ND FLOOR) T.O.SHTG2NDFLOOR T.O. P'=,_ 9' (1 ST FLOOR) T.O.SLAB 49.5 - -- --- --- SECTION -C T.O. SHTG_EOOF --- T.O. PL 9' _@_ND FLOOR) - T.O. SHTG 2ND FLOOR TO. PL 9' il..ST FLOOR) _ T.O.SLAB 49.5 SECTION -D 174" = 1'-0'' ----- ----- It ---I- ----+- ------ ---.Lt--- ----.L +---- I r ,, It ---~- I __ J__ I I 5.3' 5.3' -- ------------- / J I ~r I l I I I . UNIT"A" BEDROOM2 11'-\0'CLG. iF~:::::::::::::0,,1 " _ _UNIT"A" HROOM3 9'-0'ctG. \ ' C-----i •• ! ,, I I O' 2' 4' ;\ / 1 ~ONIYET"AR' 1•. . l 1 9'-rcLG. ~= LJ l I ' ___J LOSET2 I I UNIT "A" LAUNDRY r 9'-1'CLG. 8' HALLWAY 9'--0UG. 7 :! I I I i ,j r HALLWAY 'J \C= / HALLWAY 9'-1"0.G. ,--- \, l /-FLOOR FRM'G. + SHTG. PER PLAN / ~ '' .. .. ___ ----_-·;.1·_ ' ' i~ / ' ' / ? 16' UNIT'B" FOYER ,-S'C.G. 1'-10" CLOSET UNIT'S' LAUNDRY 9'-0'CLG. I -' '( j / STANDINGS BERRIDGE •p~METAL ROOF- GALVALUME" w/ Ffs THERED CIA TO MATCH,, 5.3' 5.3' I I I I I I f'ROPOSEDT ----------'-O. __ i'lJRUCTURE 9Qj 30' MAX,HT. It ' I UNIT "B" BATHRo-· - ' I - ' .. STUCCO -LIGHTTAI ( MOOTH-TROWEL FIN. i u "' B• CONY -6'CLG. ; I I METAL FASCIA TO MATCH ROOF COLOR ½" STUCCO -LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP. I,,,-METAL FASCIA-CH ARCOAL GREY, TYP. I I I I GREY TYP. I f;Jig~i~~ LIGHT TAN/GREY -OWEL FIN.), TYP . __I.O.SLAB 49,5 ■ ■ ■ A R C H I T E C T ■ REVISIONS NO. DATE ~ CJ) W::;E >=> U)Z 0::: :E WO ~c <Cz ~o mo Date oco >0 ...J 0 ill N 0) O<( <Co ill Cf) -...J 0 Cl:'. <( <( ill 0~ CX) Cl:'. -.;t <( ~o 05.15.2020 08:50:58 Drawn By Checked By J. MOLGREN Scale 1 /4" = 1 '-0" u. 0 i; 0 I I I I I I I I PROPOSED T.0. STRUCTURE 80.3 30' MAX. HT. --- 24' MAX. HT. 5.3' It -1- 1 T.O. SHTG_,B.OOF DECK "A" __ _ SECTION -E 1/4" -1'-0" SETBACK, TYP .. ----')3'11 18.8' F.Y.S.B. PROPOSED T.O. STRUCTURE -------------------·-----, ....... ··------.. ·------------ 80.3 30' MAX. HT. 24' MAX. HT. T..Q..Slc!:T'G. RO~O!J:F..!c!!a~~~B" T.O. PL. 1.12_ (2ND FLOOfil T.O. SHTG ROOF ¼" STUCCO -LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP. ALUM. CLAD D+W UNITS -DARK BRONZE ANODIZED, TYP. ALUM. CLAD D+W UNITS -DARK BRONZE ANODIZED, TYP. 51.5MSL 51.SMSL " -~ -~ -- t I / / UNIT"A" PATIO / ..,. "' 59.SMSL 60.2MSL I 4" IPE WOOD PLAN+, TYP. --75.t 75.1MSl 72.fiMSL I e.="=l===cl 73.6MSL 60MSL I~ !MAIN BALC 111-1-cLG. ii _J. __ _ ;, 'F===t,1/ I I I 51.5MSL I --~- ' -P.ERVIOUSPAVERSPER . / -.·· • .. , .CIVIULANDSCAPE PLANS; TYP. · / / / / ·. ✓< / -· " / SECTION -F 114" -1'-0" / --1-- T.0. SHTG 2ND FLOOR ----- ~-· I T.0. PL. ~(1ST FLOOl3]_ ......-+-- I I STANDING SEAM METAL ROOF - BERRIDGE "PREWEA THE RED GALVALUME" w/FASCIA TO MATCH, TYP. I--- ii; UNIT "B" i ROOF:DECI< UNIT 'B' 78.1MSL i • , LIVING ROOM 10'-S'ClG. ,.:~ . ,I ' ----·! TRASH NCLOSU IEk--sstTBAcK, TYP. r I V --- :1 " !' :: 1r-~·41 [j UNlT'A" ii ACOUTICAL METAL SCREEN @ MECHANICAL EQUIPMENT UNIT "A" UNIT 'B" MASTER BATH . 9':;ll'Cl.G, MASTER CLOSET MASTER CLOSET UNIT"A" COVERED PARKING ;f-3'CLG. S'--O'CLG. 9'-ll'CLG. STANDING SEAM METAL ROOF - BERRIDGE "PREWEATHERED GALVALUME" w/ FASCIA TO MATCH, TYP. 11111 l . 1MSL ·-n -,.,. --r---,-. IT B" , ~;--;: 3RD ST Y LANDING -------cc--=·cc--c._c=cy UNIT'B" HALLWAY 9'-1'CLG. UNIT "B" FOYER 9'-?'CI.G. f__ ' I UNIT "B" ATTIC ,= UNIT"B" BATHROOM2 9'-0'CLG. UNIT"B" BEDROO 3 9'-Q"ClG. i ==s,li ' J ' l UNIT'S" BEDROOM2 11'·10'CLG. 1 l + UNIT "B" BATHROOM3 9'-(TCLG. SETBACK, TYv.4 AJC CONDENSERS ON ROOF P~R PLAN (TYP. OF 2/EA. DWELLING UNITi I UNlT"B" COVERED PARKING •= ,. UNIT "B•!i STER BAT 9'.;0~ClG !: !! = I I ' 5.3' OOFDRAIN PER PLAN, TYP. TRASH It I I t I I I I I -_iCLOSU__.,___ --1:---,1-I 78.3MSL / ·.-_~) STANDING SEAM METAL ROOF - BERRIDGE "PREWEATHERED GALVALUME"w/ FASCIA TO MATCH, TYP. UNIT "A" MASTER BEDROOM 12'.;!'CLG. ,------~ UNIT"A" 2-CAR GARAGE 10'-0'CI.G. !1 ___ T.O. SHTG. ROOF DECK "A" FIN. GRADE/ PAD -49.0 / T.O.SLAB 49.5 I IE(----RRECORDED EASEMENT IIE('-----SSCTBACK, TYP. METAL FASCIA TO MATCH ROOF COLOR ¼" STUCCO -LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP. ALUM. CLAD D+W UNITS -DARK BRONZE UNIT"N MASTER BATH ~-OUG. UNIT"A' _ -COVERED PARKING - 9'-3'CLG. ANODIZED, TYP. I --re-~ ~ I I i,-, I 1 .O' PRIVATE ROAD ESMT. 10.6' R.Y.S.B. ------· I PROPOSED T.O. STRUCTURE ··················· -------ait:i ___ I __ _ 30'MAX. HT. I ¼"STUCCO-LIGHT TAN/GREY (SMOOTH-TROWEL FIN.), TYP . 24' MAX. HT. O' 2' 4' 8' 16' ----------------------------------------------~· -------------- I I I "ASS=o"'c1A-;;;TEa;D;cAP=P•"'o"'vAL=1""eLAN-=cccH"'ECCCK~#s~--~ 0 PUD 2018-0006 / SOP 2018-0006 / ~ CDP 2018-0033 ~ MS 2018-0006 /V 2018-0004 8 z ~------------_JO r---------~-' g ■ ■ ■ REVISIONS NO. i ' ' DATE ■ A R C H I T E C T ■ oco >O ....J 0 ccN 0) 0 <( <Co cc -(/)Q ....J <( Ct'. cc <( (/) (.) ....J co Ct'. -st <( (D (.) C') ;,; (0 ::i en ' s w [ii 0:: C!) z z z :5 ll. 0 tli ~ c3 LL 0 i; u I I~--- _Date rawn By Checked By 05.15.2020 08:51 :01 J. MOLGREN J. JENSEN A-5.2 BUILDING SECTIONS Scale 1/4" = 1 '-0" LEGEND PROPERTY BOUNDARY EXIS77NG WOOD FENCE FINISHED FLOOR ELEVATION EXIS77NG SPOT ELEVATION EXIS77NG CONTOUR £XIS77NG WATER METER PROPOSED SIDEWALK PERMEABLE PA VERS (PERVIOUS) IMPERVIOUS PAVERS (GROUTED) PLANTER FLOW THROUGH PLANTER LOW DEVELOPMENT IMPACT BMP PROPOSED PLANTER/RETAINING WALL PROPOSED BU/WING WALL PROPOSED CUTOFF WALL PROPOSED FLOW PA TH PROPOSED STORM DRAIN PIPE PROPOSED STORM DRAIN BOX W/ GRATE PROPOSED YARD DRAIN PROPOSED SEWER CLEANOUT PROPOSED SPOT ELEVA 770N TOP OF WALL FINISH GRADE EXISTING OVER-HEAD U77LITY EXIS77NG WATER LINE EXIS77NG SEWER LINE EXIS77NG SEWER MANHOLE EXIS77NG FIRE HYDRANT EXIS77NG WATER METER PROPOSED WATER SERVICE, METER, AND BACKFLOW PREVENTER PROPOSED SEWER LATERAL PROPOSED !RR/GA 770N PROPOSED GAS LINE CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING CITY OF CARLSBAD STANDARD DRAWING ~ VICINI1Y MAP NTS FF 45.6 x44.4 ....-------------45·----- D l;"I~ 1-,,.J> l ·.1 I : : : : : : : : : : : : : : : : : : : I ~ E "' "' "'I ~ ... ... 17 / / Z / / / 7 71 SD -- --[Il]]1---- --OH --<w)-- --(S) --- MH 0 FH C><] -------<@ --DD--@ --® --0 --@ C.M. W.D.S.D. 0 C.C.S.D. 20 ' SCALE: 1" = 20' 40 ABBREVL4TIONS: CL -CENTERLINE CO -CLEANOUT FF -FINISH FLOOR FG -FINISHED GRADE (GRASS SURFACE) FS -FINISHED SURFACE (HARD SURFACE) GF -GARAGE FLOOR GM -GAS METER HP -HIGH POINT IE -INVERT ELEVA 7/0N MH -MANHOLE NTS -NOT TO SCALE R/W -RIGHT OF WAY S -SEWER SD -STORM DRAIN TG -TOP OF GRATE TW -TOP WALL W -WATER WM -WATER METER ( ) -EXISTING ELEVATION 60 I \ R/W I ' \ ' ' ' ' ' ' 10' VARIES -' C/L 20' 10' VARIES - EXIST. AC PVMT ALLEY N. T.S. R/W TENTATIVE PARCEL BR _____ ,._____,RS VIEW CONDOMINIUMS R/W 16' · ..• : ..;. · .. EXIST. CURB & GUTTER .. . ·:· :_.;.:' 34' 2% -' 0 A,P,N, 204-232-13 3838 CARLSBAD BL VD, 100' \ A,P,N, 3848 C \ X 48. R/W A,P,N, 204-232-10 BB!JD CARLSBAD BL VD, s. ) "' . ~'+" X 0 A,P,N, 204-232-D .,., 138 WIPER A VE, 13B JUNIPER A VE 140 UNJPER A VEJ 0 A C/L NOT£: THIS IS A TENTATIVE MAP OF A CONDOMINIUM PROJECT 74' 44' 2% -· ~ EXIST. AC PVMT 6' H . . ,,. ._._: . .. ,,·,1 EXIST. CONG SIDEWALK SHEETINDEX SHEET 1: AS DEFINED IN SECTION 1350 OF THE CIVIL CODE OF TH£ STA TE OF CALIFORNIA. TH£ PROJECT CONTAINS A MAXIMUM OF 2 AIRSPACE UNITS. REV. DESCRI PT/ON APPROVED THIS IS THE APPROVED T£NTA77VE MAP/SIT£ PLAN FOR PROJECT NO. PER CONDITION CARLSBAD BOULEVARD SHEET 2: SHEET 3: KEY MAP & NOTES PLAN SHEET D£MOLl770N PLAN, DETAILS SETBACK EXHIBIT TOPOGRAPHY EXHIBIT NO. __ OF PLANNING COMMISSION RESOLU770N NO •. __ N.T.S. SHEET 4: SHEET 5: PLANNING DIVISION DA TE ENGINEERING DIVISION DATE PUD 2018-0006 SDP 2018-0006 CDP 2018-0033 MS 2018-0006 V2018-0004 LEGAL DESCRIPTION LOT PIN BLOCK 2 OF PALISADES HEIGHTS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO THE MAP THEREOF NO. 1777, FILED IN TH£ OFFICE OF TH£ COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JANUARY 11, 1924. OWNER'S CERTIFICATE WE HEREBY CER77FY THAT ·m,: ARE THE RECORD OWNERS OF THE PROPERTY SHOWN ON THE TENTATIVE SUBDIVISION MAP AND THAT SAID MAP SHOWS ALL OUR CONTIGUOUS OWNERSHIP IN WHICH M: HA VE ANY DEED OR TRUST INTEREST. WE UNDERSTAND THAT OUR PROPERTY IS CONSIDERED CONTIGUOUS EVEN IF IT IS SEPARATED BY ROADS, STREETS, U77LITY EASEMENTS, OR RAILROAD RIGHTS-OF-WAY. TH£ OWNER WILL COMPLY WITH SEC770N 66427.1 OF THE STA TE SUBDIVISION MAP ACT. OWNER: TtiE /ANNI LIVING TRUST DATED 9-15-2011 2337 CA TAL/NA A VE VISTA, CA 92084 (760) 521-1228 TRUST££ ENGINEER OF WORK BRUCE L. bl-tA,lnc. land planning, cMI engineering, surveying RICE ,z: i NO. 60676 i1J 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 ~/ye--~~-2-21-20 BRUCE L. RICE RCE #50676 PROJECT INFORMATION STREET ADDRESS: 3648 CARLSBAD BOULEVARD ASSESSOR'S PARCEL NUMBERS: APN: 204-232-12 DATE SITE ACREAGE: GROSS ACREAGE: 0.16 ACRES (6,892 SF) EXIS77NG ZONE: R-3 GENERAL PLAN: R-23 RESIDENTIAL (15-23 D.U./AC) MINIMUM UNIT YIELD -2.40 UNITS CONTROL POINT YIELD -3.04 UNITS MAXIMUM DENSITY -3.68 UNITS NUMBER OF LOTS: 1 LOT MINIMUM LOT SIZE: 7,500 SF FRONT: 0 20 FEET SIDE: 0 10% OF LOT WIDTH = 5.3' REAR: 0 20% OF LOT WIDTH= 10.6' 0 NOT LESS THEN 10 FEET 0 NEED NOT EXCEED 20 FEET MAXIMUM LOT COVERAGE: 60%/4,134 SF PROPOSED LOT COVERAGE: 58.2%/4,011 SF CONTOUR INTERVAL: 1' TOPOGRAPHIC SOURCE: TOW/LL AERIAL, INC. l'lVl\. EARTHWORK QUANTITIES: 255 C. Y. FILL 0.0 C. Y. CUT 255 C. Y. IMPORT REMEDIAL GRADING: 893 C. Y. PROPOSED DENSITY.· 12.5 DU/AC AVERAGE DAILY TRAFFIC: 8 ADT PER UNIT X 2 = 16 ADT SEWER: CITY OF CARLSBAD (2 £DU'S @ 220 GAL PER UNIT) WATER: CARLSBAD MUNICIPAL WATER DISTRICT (A VERA GE POTABLE WATER DEMAND 250 GAL X 2= 500 GAL) SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT GAS & ELECTRIC: SAN DIEGO GAS & ELECTRIC COMPANY TELEPHONE: AT&T CABLE: TIME WARNER CABLE FIRE: CARLSBAD FIR£ PROTECTION DISTRICT CONSTRAINTS INFORMA 770N: NO CONSTRAINTS EXIST ON THIS PROPERTY DRAINAGE DISTRICT: A (N. W. QUADRANT) COASTAL ZONE: YES BEACH 01/ERLA Y: YES BUILDING HEIGHT: NOT TO EXCEED 3 STORIES OR 30 FEET TOTAL IMPERVIOUS AREA = 4,824 SF TOTAL LANDSCAPE ARE:A = 775 SF TOTAL PERMEABLE PAVER AREA = 2,108 SF FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT. TRASH PICKUP: WILL REMAIN CURBSIDE. DATE APPD SHEET1OF5 PROPOSED 6' FENCE fi. VARIES 5.3' MIN. FLOWLINE OF SWALE VAR/cs (2% MIN) I 4.5' MIN. GF IMPERVIOUS PAVERS PER PLAN SECTION A-A GP ~ IMPERVIOUS PAVERS PER PLAN NOT TO SCALE EXIST. 6' FENCEfl VARIES 5.3' MIN. f'I FLOWLINE I OF SWALE X 4.5' MIN. SECTIONC-C 1 I NOT TO SCALE ~-------...,-''' PROPERTY LJf:/E , ! ,Ji) ir 7 I L ' I r I \ \ fi. 7.0' 34.0' -72" CURB FLOWLINE{ OF SWALE GF :Jc:JVAR,Es {1% ;'IN) LJfc=J(=Jl=~:~A~Rjl£tS~(j1%~. ~M~IN~)JC=l~mr---:;;'c'!i;~-1;F'lTl"c'!l~-;-, ~l-=-=- 1· \i "--?AVERS PER !M [; / .I 20_0 , DTL. THIS SHT. ., •. TENTATIVE PARCEL BREAKERS VIEW CONDOMINIUMS (PRELIMINARY GRADING PLAN) / " / l( I \ -\..- ( -~ 1------=="----------,:: .·1 [./•j -----------CONCRETE CUTOFF WALL~:::.··j -~ I ,.: I PER GEOTECHNICAL •• ·I "> •.. •• · RECOMMENDATION -I . · I t:J SEE PLAN THIS SHEET. L'.:J __ 12" OF 95% COMPACTED SUBGRADE ---- -'-ALLEY SECTIONB-B NOT TO SCALE 3 1/8" PICP 2" OF ASTM NO. 8 BEDDING ! COURSE/CHOKE STONt 2" 72" OF ASTM NO. 57 STONE BASE GOUR$£ 6" THICK CONCRETE SLURRY CUTOFF WALL J' MIN. BELOW PROPOSED STRUCTURE FOOTING/ PAVEMENT SECTION PER.AfEABLE PA VER DETAIL NOT TO SCALE !1\-----'r,\ / •□ '11------1~---,- l~'-a=l==!, !1-\---, ,· ' ~ -! \ ' \ \ R/W VARIES I 51.5 TW 50.34 FG TYPICAL RAISED PLANTER 0 (UNLINED) NOT TO SCALE PROPERTY LINE PROPOSED IMPERVIOUS PAVERS. 48.9 FL 49.4 FS 1>?.~--48.9 FS 0.5' STEP 48.7 FS I 11 ~ t---tl\ ~ \ \I :~ 11 ~ I t--; I I ) I I I I ~ I ~ :1 ~ I I PROPOSED IMPERVIOUS PAVERS. ~----~~ --i-----, ~r--r"'?- VEHJCLE TURNING PATHS 50.50 TG AASHTO PASSENGER CAR SCALE: 7"=10' 24"X24" BROOKS PCC CATCH BASIN W/ GRATED INLET 2" MULCH I DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 4 "-DIA LID ORIFICE IMPERMEABLE LINER ON VERTICAL WALLS AND BOTTOM, PER SOILS REPORT----. 4" PVC WITH 3" PVC REDUCER SIDEWALK UNDERDRAIN EXISTING SIDEWALK SIDEWALK UNDERDRAIN CARLSBAD BL VD. R/W 51.5 TWl 50.34 FG I 18" ENGINEERED SOIL MIX* 2" PEA GRAVEL 48.1 FS 70" GRAVEL PERMEABLE \, PAVERS. SEE on.\ THIS SHT. 47-53 FL 6" PERFORATED PVC PIPE W/ ou:7.-_-55-F,~L 6" HDPE 1:84 FL MIN. 3" AGGREGATE BELOW 3" PVC IN-~ OUTLET PLACE PIPE WITH PIPE PIPE 41.57 FL PERFORATIONS OUT EXISTING AND PROPOSED~EXISTING GROUND ATTHEINVERT SEWER LATERALS SHALL *ENGINEERED SOIL MIX SHALL PROVIDE A BE A MINIMUM OF 5 FT "u.====='.::=2=%=M=l=N~. ================:]() MINIMUM SUSTAINED INFIL TRA 770N RA TE OF BELOW GRADE AT 5"/HR. MIX SHALL BE SANDY LOAM TOP SOIL PROPERTY LINE CONSISllNG OF 50% SAND, 30% PLANTING SOIL, TYPICAL BASIN OUTLET DETAIL 20% SHREDDED HARDWOOD MULCH. NOT TO SCALE EASEMENT NOTES © SDG&E PUBLIC UTILITIES EASEMENT RECORDED ON JUNE 22, 1923 IN BOOK 264, PAGE 182 OF OFFICIAL RECORDS. (NOT PLOTTABLE} @ SDG&E PUBLIC UTILITIES EASEMENT BOOK 3870, PAGE 105 RECORDED ON 11/21/50, ADJACENT TO THE NE LINE OF LOT "P", NO WIDTH SPECIFIED @ A 15' PRIVATE ROAD EASEMENT RECORDED ON JULY 7, 1952 DOC. NO. 81534, BOOK 4516 PAGE 314 OF OFFICIAL RECORDS. (V SDG&E PUBLIC UTILITIES EASEMENT RECORDED ON AUGUST 25, 1982 DOC. NO. 82-263033 OF OFFICIAL RECORDS. 3C \ 1.369 NOTES: 1) ROOF DRAINS TO FLOW-THROUGH PLANTER. 2} LANDSCAPING, PERMEABLE AND IMPERVIOUS SUFRACE AREAS DRAIN TO CARLSBAD BOULEVARD AND REAR ALLEY. 3} ROOF SYSTEM TO IN CORPORA TE A SYSTEM TO CAPTURE THE FIRST WASH/OFF OF SEDIMENT, DEBRIS DURING A RAINFALL EVENT. 4) ALL WALLS/FENCES SHALL NOT EXCEED 42" IN THE FRONT YARD SETBACK OR 6' TO THE REAR OF THE FRONT YARD AS MEASURED FROM THE LOWEST ADJACENT GRADE. 49.3 TG 47.8 IE ~,/',c ,.11,t' 48.9 FL HP / --PROPOSED WROUGHT IRON GATE ::;,,,::,,..::-ROOF RUNOFF DISCHARGE TO RIP RAP PAD 5 0 -10 I SCALE: 1" = 1 O' 20 I ) \ \ \ 0 ~TOFF WALLS PER'------;7.L-,~1:z /rgrEOTECNICAL RECOMMENDATION. ~\ J \" \~ ' ' SEE COAST GEOTECHNICAL REPORT W.O. P-6541115 DA TED JULY 25, 2016 AUGUST 20, 2018 \ \~ \ 'r: Q ~\' 30 I 1" = 20· PUD 2018-0006 SDP 2018-0006 CDP 2018-0033 MS 2018-0006 V2018-0004 SHEET2OF5 EASEMENT NOTES @ SDG&E PUBLIC UTILITIES EASEMENT RECORDED ON JUNE 22, 1923 IN BOOK 264, PAGE 182 OF OFFICIAL RECORDS. (NOT PLOTTABLE) @ SDG&E PUBLIC UTILITIES EASEMENT BOOK 3870, PAGE 105 RECORDED ON 11/27/50, ADJACENT TO THE NE LINE OF LOT "p~ NO WIDTH SPECIFIED @ A 15' PRIVATE ROAD EASEMENT RECORDED ON JULY 7, 1952 DOC. NO. 81534, BOOK 4576 PAGE 314 OF OFFICIAL RECORDS. (D SDG&E PUBLIC UTILITIES EASEMENT RECORDED DOC. NO. 82-263033 OF OFFICIAL RECORDS. EXISTING CONSTRAINTS THE SUBJECT PROPERTY IS 100% DISTURBED. ON AUGUST 25, 1982 \ TENTATIVE PARCEL MAP BR .......... Jlll,,....,&..JRS VIEW CONDOMINIUMS (DEMOLITION PLAN/EXISTING CONDITIONS AND SETBACKS) \ < ,, _,,......, ,, 10 5 PUD 2018-0006 SDP 2018-0006 CDP 2018-0033 MS 2018-0006 V2018-0004 SHEET30F5 bliA,lnc. land planning, cMI engheerlng, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92D08-4387 (76D) 931-87D0 J ' / I / p ..::...,; -__ ,, -~----:,_:::..:"~::.::::~·=- TENTATIVE PARCEL MAP BR __ RS VIEW CONDOMINIUMS (SETBACK EXHIBIT) 17.0' -"· -~c--:~-. , ,:I ----'---· '·>e:'. _,,,.,__ ; -.. ' -" ' ' <:, " - j 0 . \ -, . . ' \ . PROPERTY. ··LtNE 5.3' l 2 BLDG. SETBACK 7 I BLDG. SETBACK Cij t 0· Cll: 25 i · PROPERTY· .UN£. 5.3' ., _, -··--· ·-·-·· ·-~-- ----~------ '-;-· le) c; "' rJ I'J __ ::c....-c;--------"- --c-•' 14.5' .. "\.; --,-·----~---- 20' 1 o· o· PUD 2018-0006 SDP 2018-0006 CDP 2018-0033 MS 2018-0006 V2018-0004 AVERAGE EXISTING SETBACK -17.1' LOT L 11. o' LOT M 14. 5' LOT N 11. o' LOT 0 16.5' LOT P N/A LOT Q 11. o' LOT R 20.5' PROPOSED SETBACK LOT P 18.2' 2D' 4D' 90' SCALE: 1" = 2D' SHEET4OF5 ' I G l j . . -. r -~·-=··-=·--=-·-~·=~~~,,,,...----oe==- bl-lA,lnc. land planning, cMI engineering, surveying 5115 A VEN I DA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 ·-. --- p -------·-- ,...._____ .. l I I l I I I _ .. l 11 -I . I I I I I I • l J I ' • I -·-·---·----------•-.<•"'· I I I ---.. - I \ I BR j /-- ----·----·-· -~~w-.-~ ---- J . -L>'--"--'-------' L-T~--c+i-, -=ps=Y----.---. ·--.~--,,,/---"' ' f i:L-/~~=h-J ~-~~· ~·=•.L.i.=·-=·-·?-:·:,,.._,;,,._~. ·"""'--"3'·,-e:-"~~ .. '."';;. -''0•"-".:F-...i· -""",s"••,o:f"' .. ";'>,""';-:;""'.~;:-"':";-,."';.=""'. _""",.~."'?t'.'"'i;-;';'::=';:•,..--=~c·c~c .~~;;:"-..c-="s::":--7~~~-:~~~~~'"'"4• 0 PROPERTY. LINE ·; ······9ARb§~~AO=-~aot.iL.EVARO . -------""•-····--··-----: --=·-··: -------·· --__ ,.,,,. PROPERTY LINE Q --. - ,. __ "'.( >1 • le-· ., _..t., --. • -·:- ------------------ , ······------· ·---------------··-···---------. ·-. - ---·--,- -·--- --~· ---- rJ r1 - - - pN o ... A 11----\ 1-S.,.., 2 C) .!'.} __, £--' - X / / -----'' "'. ---c-.,.,_,_ --· ---·-----, -. . '~- . . ----20' I 1 o· o· ~ PUD 2018-0006 SDP 2018-0006 CDP 2018-0033 MS 2018-0006 V2018-0004 20' 40' 60' I I I SCALE: 1 " = 20' SHEET50F5 3648 CARLSBAD BLVD. CARLSBAD, CA 92 08 DRAWING INDEX: SHEET TITLE SHEET NUMBER TITLE SHEET 1 LAYOUT & PLANTING PLAN 2 NOTES: 1. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY POR770NS OF iHESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRICA TION ONLY. 2. AFTER RELOCATION OF THE U77LJTIES, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT U77LITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILl77ES FROM VIEW. SITE VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CITY OF ENCINITAS KEY MAP NOT TO -@-SCALE I CITY OF VISTA :? ~o CITY OF SAN MARCOS LOCATION MAP DI TAMAR!,!AC2'V__j~- AVENUE (~, \ -. ; ~, NOT TO SCALE RT DIAL TOLL FREE 1-800-422-4133 AT ~lT TWO DAYS BEFO!~E YOU DIG DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONS/f/LE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR Pi?OJECT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN. WATER CONSERVA T/ON PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL PELA TEO TO LANDSCAPING. BY: PHONE NO: (~_) REGISTRATION NO: ______ EXP/RATION DATE: _________ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. ! HAVE PREPARED THIS PLAN IN COMPLIANCE wm-1 THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFiCIENT USE OF WATER. BY: PHONE NO: ( __ ) REGISTRATION NO: EXP/RATION DA TE: _________ _ BACKFLOW PREVENTER TESTING: ALL /RR/GA TION BACKFLOW PRE VENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:/ /WWW. CARLSBADCA. GOV/SERVICES/DEPARTMENTS /WATER/DOCUMENTS/RECYCLED WA TERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP: //WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WA TER/DOCUMENTS/WA TERBACKFLOWTESTERL/ST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGN A TED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE JNSTALLA TION HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA T/ON OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERT/FICA TION OF COMPLETION" FORM E-MAIL TO: mikeelliott2@cox.net LANDSCAPE INSPECT/ON REQUEST PHONE LINE: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK A.ND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. APPROVED FOR /RR/GA TION ANO PL/JJvT/1VG 01VL Y, I.NCLUO/NG PRECISF LOCATION OF PLAI\JTING AREA. =fiffift....____ -KARI BROONER, LANDSCAPE ARCHITECT **MAINTENANCE RESPONSIBILITY: THE PROPERTY HOME OWNER'S ASSOCIATION (HOA) WILL BE THE SOLE ENTITY RESPONSIBLE FOR ALL THE SITE LANDSCAPE MAINTENANCE. 11 A S B U IL T 11 RCE ___ EXP, ___ _ REVIE\,/ED BY: INSPECTOR DATE DATE SHEETS 1------'•n_-201,---l-------+-'N;_coN_cEP_ruA_cREV_1cv_v ---------+-----+---t---t-----J I SH1EET I CITY Q F CARLSBAD 2·2o-2020 3RD CONCEPTUAL REVIEW ::::::~:::==:'...'.;::::==;:::;:::==:::;P;:L;::A;:N ;::N l;:N=G;;:::D l::;V;;I S=I O:;N:::=====::'...'.::=2=~ 4THCONCSeTUACREYIEW LANDSCAPE IMPROVEMENT PLANS FOR: 4--14-2020 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA i----+-----lf-------------------t----t-------1-------j----J BREA!{ RS CONDO "18-0006 e nfB OIIICN llUOIO KARI M. BROONER LANDSCAPE. ARCHITECT #5621 CARlSBAD, CA T; 714.468,?096 WWVI/.KMSDESlGNST\JDIO.COM Expiration Date: SfP?Q?1 PU TITLE SHEET t=====t====!================================t=====~====;====~====~ ~P~L':'~AN~N~l:':'N:"_G-======.:;-;:::========~:====~ DWN BY: KMB PROJECT NO. I DRTABWINDG NO. CHKD BY: KMB TBD RVWD BY: KMB ~-------- DATE INl11AL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE !Nl11AL OTHER APPROVAL CITY APPROVAL I APPROVED: rJJ - I u, -rJJ 0 - I I I I I I -r-= 1 (Gf S I I I Tl ; f II SITE PLAN VIEW: 1/8' PLANTING LEGEND 1 '-0" 2 $ ARCHONTOPHOENIX CUNNINGHAM!ANA 2 0 CRACENA DRACO SYM. BClTANICAL NAME @ ALOE 'LITTLE ELP ~ . ALOE VERA @ CHONDROPETALUM TECTORUM 0 CORDYLINE 'AUSTRALIS' @ PEDILANTHUS MACROCARPUS 0 JUNCUS PATENS 'ELK BLUE' ® SENECIO FICOIDES 'MOUNT EVEREST e DIANELLA REVOLUTA ® SANSEVIER!A TRIFASC!ATA @ AGAVE 'BLUE GLOW' @ ECHEVERIA 'AFTERGLOW ~ SENECIO SERPENS QTY. $YM. BOTANICALNAME ~ CALLISTEMON CITRINUS ~ MASCAGNIA MACROPTERA -- I Ill MODERATE I I ~ LOW I P-4 KING PALM, MULTI DRAGON TREE COMMON NAME LITTLE ELF ALOE MEDICINAL ALOE DWARF CAPE RUSH CABBAGE PALM LADY SLIPPER PLANT CALIFORNIA GRAY RUSH SKYSCRAPER SENECIO LITTLE REV FLAX LILY SNAKE PLANT BLUE GLOW AGAVE AFTERGLOW ECHEVERIA CQMMbl'liNAME \ BLUE CHALKSTICKS COMMON·NAME.;' LEMON BOTTLE BRUSH YELLOW ORCHID VINE r--,, I I ■VERYLOW --= r ---- ' I I 0 I . ,. .. _.,;,. ,·;;:,11:,_, P-3 L-1 LIMIT OF WORK P-2 UNIT ONE I 'I -=--=--=--=--=--=--=--=--~- P-1 UNIT TWO I r "" II _) "-.J.i, < 4· , , 4 SIZE •.C PLANT MATERIAt'sPECIF!CA'llON '/. WUCOL 24" BOX MULTI TRUNK, SPECIMEN M 15 GAL FULL SPECIMEN, MATCHING PAIR VL SIZE PLANTMATERJALSPECIFIGATIQN 1 GAL HEAL THY MATURE FULL SPECIMEN VL SGAL HEAL THY MATURE FULL SPECIMEN VL 5GAL HEALTHY MATURE FULL SPECIMEN L 5GAL HEALTHY MATURE FULL SPECIMEN L 1 GAL HEAL THY MATURE FULL SPECIMEN VL 1 GAL HEAL THY MATURE FULL SPECIMEN L SGAL HEAL THY MATURE FULL SPECIMEN L 5GAL HEALTHY MATURE FULL SPECIMEN L 1GAL \HEALTHY MATURE FULL SPECIMEN L 1 GAL. SPECIMEN.QUALITY NO 'PUPS' VL / 1 GAL. SPECIMEN QUALITY NO 'PUPS' VL FLATS 15GAL 15GAL PLANT 8-12" O.C. FOR FULL COVERAGE . Pl.ANT MAtERIAL SPEClfiiCA'Flat.F. · ESPALIER, FULL HEAL THY SPECIMEN PRE-GROWN TRELLIS, FULL HEAL THY VL L L '; \•'0, -.--/, ;'!;,;' ,-----J If HYDROZONE DIAGRAM 1/h I MODERATE = 50 SF (6%) ' LOW= 726 SF (82%) I ' I ii I I VERY LOW= 104 SF {12%-) I TOTAL LANDSCAPE= 880 SF i' I I i' i I i' I i' i I .J ---··-------------- P-4 P-2 7 11 i Appendix D Prescl'ipth,!i! Compliance Optic,n ., . ' - . ; : " ·ws 2Ppendix-~ j~:r~ts. ,;vhich. maJ:_hej1$¢'.a'),'a·'-~mpliance ·o_pt.ion 1Q the Water Efficient: Laridsr..ape Ordinance af!_d:this -~·M.aniia.l_:fprprciject:5'of~-tl'Wi 2,500 sq-~. feet. ·:CompTumce-·with the fol1:roi-..ng-items h ~tor.: ru1d·must be:docu.m.Cri:tecl.ori a landscaOI'! nbri.h order to USe this nntion.. . . I FrojectAp-plicant:MlCHf:ELJASON-IANNI, .: -. Date: 2-20-2020 · P.roiect }..ddress:: 3648 c.t..RLSBAD BLVD ... '' .·. Assessor's.Paocd Number: APN 204-232-12 .. I Toml.La:ndscane:Area:8!3-SF -= _._ Turf.Arei: NIA j PlantA--ea:80.0SF :: : :· . Project Time: .RESIDENfiAL : . _ __ _- Water S11tmly Tvne:: DOMESTIC ---_ -.: . Proiect-Coii.tactName :;1nd Numbet: MICHAELJASON=!ANN!, 760-521-1228 _ -.. -~'I agzee to comply with the requirements of tllG preso:ipti_11·e compliance q)tion to tbe City -of l.arlsbad Laod.s<:ape 1• Manual'' . Si~-joti/l/-~~~-------~1 ~Tu~"'~°'~<-~1~<-~20~2~□--------'----'---' • ·, x·: · .' ~~ Incorporate bompost.-at.a rate:of-at leastfour cubic ya,.-ds per-·1;000 squa..-e :fi:et tn a depth of six , inches inµ): b:nd=nr-area funlcss conttai'odicited bv a soil t-est) . i I l ! I I j_ ' X X I ' . l X i X I i X I X X X X X X B. Plant rri:atetiil shall compl-i, 'With W -of thC'foilowin.g: 1. · For x~deotial ·ai;eas, ~ diw--re-~_ted_ plants that requite:OCCLtjoacl, little or no summer : water (.~vetage·_~COLS plmt ®..or G~ :fot 75Vo of the-plm.t area excl.,dl,..g_edibks and :;_~ ~ recvcle~_wa,ter. = ..... --_ 2. Fo:r °:on"'t~dep.tial ~s,, install dlm;iteatfapre4,-plants tbat·.teqi:rire ~. little or no StUmne"':" w.uer (~V'.e;tage wuq::n~-_phtttt.factor 0-3) fof10iY'/4'-cf the plwt area excluding edi"hlesmd areas usir>.,e-ri;:cv:cled watet;--. -. 3 . .A n·l®;'~n:rl.~~-_fuch:.(3l) layer of rintlch·~·be:applied on all exposed soi sm:faces of piaritjrJg areas-e;u:~p~-tu#'-~ -~.o:r :rooting ~o~ or direct_seding applic::!rions where .nukh !s-cori.iiafudi:ciiied. · . , · -= C. Turf shall M"ITTm1:i{ V.ith ·.an.Of.tlie'.fullomf'>o:, L Turi shall not·e:xceed 25% of the hndsca:iez:ea-in residenti2lateas: and there Shall beriOtufiin nun-re.sidentlal :are8S. ... ·' ·· · ~ . 2. T1.i""n shall r.ot be plmred on sloped arei.s which exc..--ed a slope of 1 footvetticai.elewtion·clwlge for evm:4 feet·ofborii.onta.l le~eth. : _ · 3. Turi' is· prohibited in_ parkway~~~ .:thanJO feet~~ unless-the pa-rk-w-a,ris ad]aci::nt_:.to:' a' parlcing strip zul_ used tc enter and_ exit -ve_hlcles. :A_'o:'f_' 1;ut'f l[l,'-f>a&ways must -~ i~~ted-_by-subsurface: · · • ~~-0t;bV OOltttechriolQgy·i:haf-cr~no o cr·runcff. :. , -· L Alit>':xmtiCitrigation'controlie:ts _:.re teqimed arulmust use evapo~_!;pi:ratioo. or:rou :~isµJ_re. .. sensor data--gnd-trtilize•a>rain sensor_ . --. · · · .. ·· ·_ ·. _ ,2 IriigatlQn:·C:ontrollets·-$ill.be·of ~-type whiclfdq¢s_:n()t,ktse_prograomrlng~-.in-the.-l!Vent the ... --'riow'er::SOUfi:e.isfate:r:n:mteci.. . :·. ' '_ _3. 'P.rei>SIUe-regulatc-rs_ shall be inscalled ~:thdttigatioti:system to ensure tPe .4J!'.imic pi;~ cf the· svstern is wi-ihin.-tl--.,ce: man-ufactuters recominended P!'CS::.---uie raru,e, . -· · 4. Manual shut-off va..l-ves (such.:as:.:fgare.T.llve;·ball va}v~ pi: bu...tt...'"i.flyvalve)._shall h,e·_iristalled as close as no,;\jctble to the _......-.>.-.t ·of c,onrieciion cf the Water:sut>clv .. 5. AU :it+l~on.-:~~si?# ,d:eyi~ . must meet the reqciremenu: set in W..e AN_Sl sta!ldard,)\SA:BEi1CC 802,2.0t,l''Iecdsrape Img:,ti!"; Sprla\lec ;md Emitter Semdu.l,~ Ml sprinklet l,eads insmllod in the -landsc~:mu_st cocumeo1 ;i-~~~~-~q~g 1qw q~ of.0.65 or_~-,usiag_tb,e,protocol de!iru,d.in AS ABE/ICC 802-2014;. • ·.. . . . .. . ·. '. (;. Arcaslesstha< ren (10) feet in ,a,idthin"")'.directiottshall be ttrig=d with sub"'11face irrigaiioo or. other means·ftm. 0:-od-,,1.ces :CO-runoff or oversprav. . ' - E. For rion~~denti-al projects-:With:laridscape areas-of-1,000 sq. -ft..m more, a_pi:ivate-submetet(s)-to ._ measW"e .laridsca....,. water use· shall be imtaileci. At the .time _()f,f..nai inspection, 1:he_pemtlrapplicant must p:rm'lde-tbe owner of.the property.with a ceriilic~ or-·cornplecio~ certificate,of' instsilarioo,. icigacion schedule zid. a schedule of 1aodscape :w{ · i_...,..;c<>atta,c. mainteo1rice. Appendix D City of carl$bad f I t ap El 1\lanual * KMB OEIIGN \10010 KARI M. BROONER tANDSCAPEARCfiTECT i,-5621 CARLSBAD, CA T; 714.488.8096 WWW .KMBDESIGNSTUDIO.COM 0 ~ 0,:: 0 s: LL 0 I- ~ __J 4 8 16 ,}"~SC~p, '-J s'8.oot-irp -1,9. ~:-..· '/vo'.;. ~ "¥ . /" !..I -----rJ' _.\ :: ~ , .. .,k.g . .f ·' <:l"> ;<"' _. ::.::: -. f ,,d/(,·~--N ~ ' -~ S~>'.'1~ ,,,._ = 1,~ OF C~\. I~ Expiration Date: SEP?Q2J SYMBOL LEGEND: N ...- I SYMBOL DESCRIPTION KEY NOTES I.() ...- i EQ PA ~ TBD TYP ~ (POB) ~ 0 ~ CENTER LINE EQUAL PLANTING AREA RADIUS POINT TO BE DETERMINED TYPICAL CONTRACTION JOINT ROOT BARRIER CENTERLINE PROPERTY LINE POINT OF BEGINNING ALIGN CONSTRUCTION KEY NOTE: CONSTRUCTION CALLOUT: CONSTRUCTION LEGEND PAVING KEY ITEM DESCRIPTION COLOR I G) EXISTING SIDEWALK ® PRtJPOSED WALLS PER CIVIL ENGINEER ® Bl()FILTRATION BASIN PER CIVIL ENGINEER 0 PROPERTY LINE ® SD13&E EASEMENT (REFER TO CIVIL PLANS) FINISH JOINTING I REMARKS VENDOR DETAIL a.. 0 Cl) --N ...- I I.() ...- 0 => a.. -=::t" N I I.() ...- a.. 0 u CX) 0 ' I.() ...- Cl) ~ REFER TO CIVIL P-1 PERMEABLE PAVING REFERTOCML I REFERTOCML PER CIVIL DRAWINGS DWGS I DWGS p.2 REFER TO CIVIL CONCRETE PAVING REFER TO CIVlL REFER TO CIVJL DRAWINGS DWGS DWGS MEXICAN BEACH P-3 SMOOTH PEBBLE 2"-5" PEBBLE BUFF NATURAL MEXICAN BEACH P-4 SMOOTH PEBBLE 1 "-2N PEBBLE BUFF NATURAL PERMASTRIP L-1 LANDSCAPE EDGING ALUMINUM EDGING BLACK, DURAFLEX STANDARD 1/B• X 4" PLANTING NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING: FAILURE TO PERFORM WORK IN ACCORDANCE WITH THESE REQUIREMENTS SHALL REQUIRE CORRECTIONS PERFORMED AT THE CONTRACTOR'S OWN EXPENSE . 2. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT PLANS, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR DIRECTIONS AS TO HOW TO PROCEED. 3. EXACT LOCATIONS OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS IN THE FIELD PRIOR TO INSTALLATION. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AND SQUARE FOOTAGES 5. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 6. ALIGN AND EQUALLY SPACE IN ALL DIRECTIONS, ALL SHRUBS AND GROUNDCOVER DESIGNATED IN THESE DRAWINGS. 7. PROVIDE 3" LAYER OF MULCH UNLESS SHOWN OTHERWISE ON PLAN. 8. REFER TO GROWERS RECOMMENDATION FOR PLANTER POTTING SOIL AND INSTALLATION. 9. ALL SUCCULENTS REQUIRE CACTUS MIX OR OTHER APPROVED SOIL TYPE TO BE PLACED MIN. 12" AROUND THE BASE OF EACH PLANT. 10. ALL TREES PLANTED WITHIN 5' OF HARDSCAPE MUST BE INSTALLED WITH A ROOT BARRIER ALONG THE HARDSCAPE EDGE SPANNING OUT 5' IN EACH DIRECTION FROM THE CENTER OF THE TREE FORA TOTAL LENGTH OF 10' -REFER TO ROOT BARRIER DETAIL 11. REFER TO PLANTING DETAILS FOR PLANTING INSTRUCTIONS. 12. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE IN ALL AREAS TO BE PLANTED, BEFORE AND AFTER PLANT INSTALLATION. 13. ALL TREES, SHRUBS AND GROUNDCOVERS SHALL BE GUARANTEED TO BE IN HEAL THY FLOURISHING CONDITION UPON INSTALLATION. 14. INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA (UN[ESS CONTRAINDICATED BY A SOIL TEST) BIORETENTION BASIN: 1. THE BIO RETENTION BASIN HAS DESIGNED TO MEET THE BMP SECTIONS A-D. THE SIDE WALLS OF THE BASIN ARE LINED PER THE SOILS REPORT. THE BOTTOM OF THE BASIN IS UNLINED. REFER TO THE CIVIL ENGINEER'S DETAIL SECTION A; JUNCUS PATENS SECTION B: JUNCUS PATENS SECTION C: JUNCUS PATENS SECTION D: JUNCUS PATENS /1\ 7-11-19 2ND CONCEPTUAL REVIEW 2-20-20 3RD CONCEPTUAL REVIEW 4-14-20 4TH CONCEPTUAL REVIEW DA1E INITIAL DA1E INl11AL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL ---------------------------·-- PER CIVIL INSTALL WITH KRC ROCK , WEED BARRlEF HENNESYS HERNANDEZ : ' T: 760. 744.1036 INSTALL WITH KRC ROCK HENNESYS HERNANDEZ WEED BARRIER T: 760. 744.1036 PERMALOC WWW .PERMALOC.COM IRRIGATION NOTES: 1. IRRIGATION CONTROLLER TO BE INSTALLED WITHIN THE RESIDENTIAL GARAGE. 2. IRRIGATION CONTROLLER TO BE: HUNTER HYDRAWISE SMART PRO-C CONTROLLER, 12-STATION 3. RAIN SENOR TO BE: HUNTER SOLAR -SYNC 4. PRESSURE REGULATOR TO BE INSTALLED TO MEET CITY OF CARLSBAD AND CMWD RECOMMENDATIONS. PRESSURE REGULARTOR TO BE: APOLLO RP4A-205-T2LL W/ STRAINER 5. MANUAL SHUT OFF VALVES TO BE LOCATED NEAR THE P.0.C. PER CITY OF CARLSBAD RECOMMENDATION. 6. ALL IRRIGATION EMISSION DEVICES WILL MEET THE REQUIREMENTS SET IN THE ANSI STANDARDS, ASABEJICC 802-2014, "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD" ALL SPRINKLER HEADS INSTALLED WILL MEET THE UNIFORMITY REQUIREMENTS DEFINED IN ASABEJICC 802-2014. 7. AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY. 8. EACH HYDROZONE WILL BE IRRIGATED BY A VALVE OR SET OF VALVES DEDICATED TO SPECIFIC HYDROZONES THAT ARE ALIKE. APPROV[O FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PR[CIS[ LOCATION OF PLANTING AR[A. "AS BUILT" N RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH2ET I CITY OF I SH2TS I CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: BREAKERS VIEW CONDOMINIUMS PUD2018-0006 I APPROVED: PLANNING I OWN BY: KMS I PROJECT NO. I DRAWING NO. DA1E INl11AL CHKD BY: KMB CITY APPROVAL RVWD BY: KMS