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HomeMy WebLinkAboutCD 2018-0015; SIX ON MADISON; Consistency DeterminationA B C D OPEN SPACE CALCULATIONS 1 GROUND FLOOR OPEN SPACE: • GROUND FLOOR OPEN SPACE (LANDSCAPING)= 363.44 S.F. • GROUND FLOOR OPEN SPACE {HARDSCAPE) = 281 S.F. • GROUND FLOOR OPEN SPACE TOTAL= 644.44 S.F. • GROUND FLOOR OPEN SPACE IN 10'-0" DEDICATION (NOT INCLUDED IN CALCABOVE) = 1,400 S.F. • GROUND FLOOR OPEN SPACE TOTAL (INCLUDING DEDICATION)= 2,044.44 S.F. SECOND FLOOR OPEN SPACE: (DOES NOT INCLUDE OPEN AIR SPACE AROUND BLDG.) • SECOND FLOOR OPEN SPACE (EAST UNIT DECK)= 461 S.F. • SECOND FLOOR OPEN SPACE (WEST UNIT DECK)= 468 S.F. • SECOND FLOOR OPEN SPACE (CIRCULATION BREEZEWAY)= 451.63 S.F. • SECOND FLOOR OPEN SPACE TOTAL= 1,380.63 S.F. 2 3 PROJECT DATA (CONTINUED) THIRD FLOOR OPEN SPACE: (DOES NOT INCLUDE OPEN AIR SPACE FOURTH FLOOR OPEN SPACE: (DOES NOT INCLUDE OPEN AIR SPACE AROUND BLDG.) AROUND BLDG.) • FOURTH FLOOR OPEN SPACE (EAST UNIT DECK)= 496 S.F. • THIRD FLOOR OPEN SPACE (EAST UNIT DECK)= 271 S.F. • FOURTH FLOOR OPEN SPACE (WEST UNIT DECK)= 501 S.F. • THIRD FLOOR OPEN SPACE (WEST UNIT DECK)= 502 S.F. • THIRD FLOOR OPEN SPACE (CIRCULATION BREEZEWAY)= 367.80 SF • FOURTH FLOOR OPEN SPACE TOTAL= 997 S.F. • THIRD FLOOR OPEN SPACE TOTAL= 1,140.80 S.F. ROOF OPEN SPACE: • ROOF NOT ACCESSIBLE TO RESIDENTS (MAINTENANCE ONLY)= 0 S.F. OPEN SPACE. NOTES PROJECT LOCATION PROJECT DATA GENERAL NOTES 1.ALL WORK SHALL COMPLY WITH THE LATEST CODES AND STANDARDS, AS ADOPTED BY THE GOVERNING AUTHORITIES, AND THE LOCAL JURISDICTION, INCLUDING BUT NOT LIMITED TO: -2016 CALIFORNIA ADMINISTRATIVE CODE (CCR, PART 1 CHAPTER 4) ·2016 CALIFORNIA BUILDING CODE (CCR, PART 2 VOLUME 1 AND 2 AND APPENDICES G, H, I, AND J) -2016 CALIFORNIA ELECTRICAL CODE (CCR, PART 3) -2016 CALIFORNIA MECHANICAL CODE {CCR, PART 4 CHAPTER 1 AND APPENDICES A, B, AND D) -2016 CALIFORNIA PLUMBING CODE (CCR, PART 5 CHAPTER 1 SECTIONS 101 AND 108, CHAPTER 2 THROUGH 16, APPENDIX CHAPTER 1 SECTIONS 101, 102, AND 103, APPENDICES A, D, G, I, AND K) -2016 CALIFORNIA ENERGY CODE, 2008 ENERGY STANDARDS (CCR, PART 6 CHAPTERS 1 THROUGH 9 AND APPENDIX CHAPTER 1·A) -2016 CALIFORNIA HISTORICAL CODE (CCR, PART 8) -2016 CALIFORNIA FIRE CODE (CCR, PART 9 CHAPTER 1 SECTION 109, CHAPTERS 2 THROUGH 47 AND APPENDIX CHAPTER 1 SECTION 102) -2016 CALIFORNIA REFERENCED STANDAROS CODE (CCR, PART 12) 2. THE DRAWINGS REFLECT GENERAL ARRANGEMENT, DESIGN AND EXTENT OF WORK, AND ARE NOT TO BE SCALED FOR MEASUREMENTS. THE DRAWINGS ARE PARTLY DIAGRAMATIC AND ARE NOT INTENDED TO BE AN EXACT REPRESENTATION OF FIELD CONDITIONS OR TO SERVE AS THE CONTRACTOR'S SHOP DRAWINGS. 3. AT ANY TIME SHOULD CONDITIONS ARISE WHEREIN THE INTENT OF THE DRAWINGS ARE lN DOUBT, OR WHERE THE DRAWINGS ARE IN CONFLICT WITH EACH OTHER, OR WHERE THERE IS A DISCREPANCY BETWEEN 'THE DRAWINGS AND FIELD CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED AT ONCE FOR CLARIFICATION. 4. "EXISTING","+/-", "SIZE TO FIT" AND SIMILAR PHRASES REQUIRE THE CONTRACTOR TO VERIFY AND COORDINATE DIMENSIONS AND CONDITIONS INDICATED IN THE DRAWINGS WITH THE ACTUAL FIELD CONDITIONS. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 5. DIMENSIONS SHOWN ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 6. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR EQUIPMENT ANCHORAGE, HVAC, PLUMBING, LIGHTING, COMMUNICATION, AND DATA AND POWER REQUIREMENTS. 7. THE ARCHITECT AND OWNERS' CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. 8. CONTRACTOR SHALL CONTACT OWNER 48 HOURS IN ADVANCE OF ANY RESTRICTION OF OWNER ACCESS OR UTILITY OUTAGES. AUTHORIZATION FROM OWNER TO BE RECEIVED IN WRITING. 9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK. AT ANY TIME SHOULD ANY CONDITIONS ARISE WHEREIN THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING FOR CLARIFICATION. 10. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY AND CHARGE OF AND SHALL BE RESPONSIBLE FOR CONSTRUCTION: MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 11. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. 12. THESE DRAWINGS ARE FOR PERMIT ONLY. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ADDITIONAL DETAILS AND REQUIRED COORDINATION DURING CONSTRUCTION. 13. ALL CONSTRUCTION WILL COMPLY WITH ALL CURRENT CODES: 2016 CA BUILDING, MECHANICAL, ELECTRICAL, PLUMBING, ENERGY, GREEN ANO FIRE CODES, AND THE CITY OF CARLSBAD MUNICIPAL CODE. 14. ALL SPACES AND AREAS NOT WITHIN A RESIDENTIAL UNIT OR A UNITS DECK SHALL BE IN FULL COMPLIANCE WITH CBC CHAPTER 11 AND FOLLOW DETAILS SHOWN ON "AH" SHEETS. FRONT DOOR OF RESIDENTIAL UNITS SHALL BE IN FULL COMPLIANCE WITH CBC CHAPTER 11. SPACES AND AREAS INSIDE OF A RESIDENTIAL UNIT AND UNIT TERRACES ARE TO BE "ADAPTABLE" PER CA FAIR HOUSING ACT DESIGN GUIOLINES, TYP. FIRE NOTES 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 2 DAYS IN ADVANCE. 2. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. 3. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 4. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM OR MONITORING SYSTME(S) SHALL BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. A SEPARATE PLAN SUBMITTAL AND APPROVAL BY THE FIRE DEPARTMENT IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 5. PROVIDE 2A 10BC MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH FLOOR WITHIN 75 FEET MAX. OF TRAVEL DISTANCE FROM ALL AREAS. 6. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT SIGNS, FIRE ALARM STATIONS HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIALS. 7. ALL INTERIOR FINISHES SHALL CONFORM WITH THE TITLE 24, CCR, CHAPTER 42. 8. IN R-2 OCCUPANCIES, FIRE ALARM SYSTEMS SHALL BE INSTALLED PER CBC SECTION 907.2.9.1. 9. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN THE BUILDING IN ACCORDANCE WITH CBC SECTION 906. SHOP DRAWINGS • STOREFRONT • ELEC. TRANSFORMER SCREENING • DECORATIVE SCREEN STEEL SUPPORT FRAMES AND GAURDRAIL FRAMES • STRUCTURAL STEEL STAIR DEFERRED APPROVALS / PERMITS • GUARDRAIL, TRANSFORMER & PARKING PANEL SCREEN DESIGN -TO BE APPROVED BY PLANNING DEPARTMENT STAFF • ELEVATOR • FIRE SPRINKLER SYSTEM • STOREFRONT CUT= 780 CY FILL= 10 CY IMPORT=OCY EXPORT = 770 CY REMEDIAL= 770 CY GRADING QUANTITIES NORTH PROJECT DIRECTORY OWNER Oak & Madison LLC 7851 Mission Center Court, Ste. 200 San Diego, CA 92108 0. 619-291-3600 GENERAL CONTRACTOR Mayfair Communities 7851 Mission Center Court, Ste. 200 San Diego, CA 92108 0. 619-200-7775 F. 619-291-3602 mehran@mayfaircommunities.com STRUCTURAL ENGINEER HTK Structural Engineers 14288 Danielson Street, Suite 200 Poway, CA 92064-8819 P: 858-679-8989 F: 858-679-8959 htkse.com CIVIL ENGINEER Sampo 171 Saxony Rd Ste. 213 Encinitas, CA 92024 0. 760-436-0660 vince@sampoengineering.com LANDSCAPE ARCHITECT Hutter Designs Inc. Steve Hutter 3645 Puffin Rd. Ste. 235 San Diego, CA 92123 0. 619-337-4044 F. 619-342-8528 ACOUSTICAL CONSUL TANT ABC Acoustics Inc. 7660 Fay Ave St H-150 La Jolla, CA 92037 0. 858-550-9055 VEHICLE LIFTS American Custom Lifts 8880 Rio San Diego Drive #800-824 San Diego, CA 92108 P. 760.745.5438 aclifts.com ARCHITECT BGI ARCHITECTURE 2091 Las Palmas Drive, Suite D Carlsbad, CA 92011 P: 760.438.2963 F: 760.438.2965 bgiarchitecture.com GOVERNING AGENCY City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 9201 O P: 760-602-4610 carlsbadca.gov MEP ENGINEER T-Squared Steve Barrow 1340 Specialty Rd Ste. E Vista, CA 92081 0. 760-560-01 00 F 260-560-0101 SOILS ENGINEER Allied Earth Technology 7915 Silverton Ave. Ste. 317 San Diego, CA 92126 0. 858-586-1665 UTILITIES CONSULTANT EPI Consulting Engineers 9565 Waples Street, Ste. 100 San Diego, CA 92121 0. 858-824-1761 ELEVATORS thyssenkrupp Elevator Corporation John K. Swilley 1965 Gillespie Way, Ste. 101 El Cajon, CA 92020 0. 619-596-7241 thyssenkruppelevator.com FIRE CONSULTANT PROJECT DESCRIPTION PROJECT ADDRESS APN NO. LEGAL DESCRIPTION ROOF EQUIP. LAND USE DESIGNATION NEW FOUR (4) STORY CONDOMINIUM BUILDING COMPRISING 6 LIVING UNITS OVER GROUND FLOOR COVERED PARKING ON A VACANT CORNER PROPERTY. GROUND FLOOR PARKING IS PROPOSING BELOW GRADE MECHANICAL CAR LIFTS TO PROVIDE THE REQUIRED 2 PARKING SPACES PER LIVING UNIT ONE ADDITIONAL ADA PARKING SPACE IS PROVIDED. THE GROUND FLOOR ALSO CONTAINS COMMERCIAL RETAIL SPACE. 3095 MADISON STREET CARLSBAD, CA 203-305· 10-00 LOT 31 & 32 BLOCK 39 MAP 775 POLICY 80-6 REQUIRED. V-VILLAGE ZONE VILLAGE REVIEW (V-R), DISTRICT 1: CUPD CU2-3 MASTER PLAN VILLAGE MASTER PLAN OVERLAY ZONE N.A. USE RESIDENTIAL & RETAIL (MIXED USE) # UNITS 6 UNITS RESIDENTIAL, 1 UNIT COMMERCIAURETAIL LEASE SPACES. 35 DU/ACRE ALLOWED. 8,400 S.F. / 43,560 SF = .192 ACRE X 35 DU= 6.72 DU ALLOWED, 6 DU PROPOSED. DENSITY PROPOSED DENSITY= 31.1 DU/AC OAK AVE IRREVOCABLE CONVEYANCE TO THE CITY OF CARLSBAD FOR ITS USE FOR PUBLIC UTILITIES, DEDICATION PEDESTRIAN USE & LANDSCAPE IMPROVEMENTS. TRAFFIC STUDY RESIDENTIAL: 6 UNITS X 8 TRIPS= 48 ADT COMMERCIAL: 40ADT PER 1,000 S.F. = 4% = 1,001 S.F. GROUND FLOOR COMMERCIAL SPACE X .04 = 40.04 ADT = 40 ADT TOTAL ADT (RESIDENTIAL & COMMERCIAL)= 88 ADT LOT SIZE 60'-0" X 140'-0" = 8,400 S.F. (INCLUDES 10'-0" OAK DEDICATION) • GROSS SITE ACREAGE= .19 ACRES • NET SITE ACREAGE = .16 ACRES LOT COVEREAGE 100% F.A.R. NA WATER USAGE COMMERCIAL: 0.23 GAL./S.F. X 905 S.F = 210 GPD. RESIDENTIAL: 250 GAL. PER DAY X 6 UNITS= 1,500 GPO. SEWER GENERATION COMMERCIAL: ONE (1) EDU PER 1,800 S.F. = 905 S.F. /1,800 S.F. = .503 EDU RESIDENTIAL: ONE (1) EDU PER UNIT X 6 UNITS= 6 EDU PROJECT TOTAL= 6.503 EDU ROOF PITCH 100% FLAT ROOD ALLOWED (NOT IN COAST AL OVERLAY OF VILLAGE REVIEW ZONE) PROPOSED: 5,449.29 S.F. TOTAL ROOF AREA PROPOSED FLAT= 1,955.76 S.F. I 5,449.29 = 35.89% FLAT ROOF PROPOSED SLOPED (1 :12) = 3,493.53 S.F. / 5,449.29 = 64.11% SLOPED ROOF FRONTAGE 70% MIN. REQ. MADISON -45' / 60' = 75% > 70% OAK-125' / 140' = 89% > 70% PARKING MULTIFAMILY DWELLINGS 2+ BEDROOMS 2 SPACES REQUIRED 2 SPACES PROVIDED (STANDARD 8'6" X 20') (EXTENDED HEIGHT CAR LIFT) (40% COMPACT ALLOWED) 1 ADDITIONAL ADA SPACE PROVIDED PARKING IN-LIEU OWNER AGREES TO BUY PARKING CREDITS UNDER PARKING IN-LIEU PROGRAM. 943.28 S.F. / 300 S.F. PER FEE PROGRAM SPACE= 3.14 (ROUND UP)= 4 PARKING STALLS REQUIRED FOR 943.28 S.F. COMMERCIAL SPACE. OWNER SHALL PAY PARKING IN-LIEU FEES FOR (4) PARKING STALLS BASED ON THE ABOVE CALCULATION. SETBACKS FRONT YARD: 10'-0" FOR FLOORS ABOVE GROUND FLOOR. 0'-0" FOR GROUND FLOOR COMMERCIAL SPAC SIDE YARDS: O'·O" (10'·0" VACATION ALONG OAK AVENUE) REAR YARD: 0'-0" NUMBER OF STORIES 4 HEIGHT OCCUPANCY TYPE OF CONSTRUCTION FLOOR AREA GOVERNING CODES SCHOOL DISTRICT WATER DISTRICT SEWER SERVICE 45'~0" ALLOWED> 44'-9" PROPOSED@ PARAPETS. 42'-6" MAX. ENCLOSED STRUCTURE HEIGHT. RESIDENTIAL/ RETAIL (RESIDENTIAL= R-2 PER CBC 310.4) TYPE V-A, SPRINKLERED GROUND FLOOR • MAIN FLOOR CIRCULATION (STAIRWELLS, LOBBY & ELEVATOR): 497 S.F. • MAIN FLOOR PARKING GARAGE (INCLUDING ANCILARY SPACES): 4,954 S.F. • COMMERCIAL SPACE: 905 S.F. TOTAL GROUND FLOOR AREA= 6,356 S.F. SECOND FLOOR • 2ND FLOOR CIRCULATION (STAIRWELLS, BREEZEWAY & ELEVATOR): 1,122 S.F. • WEST UNIT: 2,119 S.F. INTERIOR CONDITIONED. • EAST UNIT: 2,240 S.F. INTERIOR CONDITIONED. • 2ND FLOOR DECKS: WEST= 468 S.F. /EAST= 461 S.F. THIRD FLOOR • 3RD FLOOR CIRCULATION (STAIRWELLS, LOBBY, BREEZEWAY & ELEVATOR): 1,046 S.F. • WEST UNIT: 2,119 S.F. INTERIOR CONDITIONED. • EAST UNIT: 2,111 S.F. INTERIOR CONDITIONED. • 3RD FLOOR DECKS: WEST= 502 S.F. /EAST= 271 S.F. FOURTH FLOOR • 4TH FLOOR CIRCULATION (STAIRWELLS, LOBBY, BREEZEWAY & ELEVATOR): 992 S.F. • WEST UNIT: 2,101 S.F. INTERIOR CONDITIONED. • EAST UNIT: 1,879 S.F. INTERIOR CONDITIONED. • 4TH FLOOR DECKS: WEST= 501 S.F. /EAST= 496 S.F. BUILDING TOTALS (ALL FLOORS) • CIRCULATION (STAIRWELLS, BREEZEWAYS, LOBBIES & ELEVATOR): 2,657 S.F. • ENCLOSED INTERIOR CONDITIONED UNITS: 12,569 S.F. • TOTAL COMMERCIAL SPACE: 905 S.F. • TOTAL EXT. DECKS: 2,699 S.F. THESE PLANS AND ALL WORK SHALL COMPLY WITH CARLSBAD MUNICIPAL CODE, THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE FOUND IN STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE CITY OF CARLSBAD. THE 2016 EDITIONS OF THE CALIFORNIA BUILDING CODES SHALL APPLY: • 2016 CALIFORNIA BUILDING CODE • 2016 CALIFORNIA GREEN BUILDING CODE • 2016 CALIFORNIA HISTORICAL BUILDING CODE • 2016 CALIFORNIA ELECTRICAL CODE • 2016 CALIFORNIA MECHANICAL CODE • 2016 CALIFORNIA PLUMBING CODE • 2016 CALIFORNIA TITLE 24 • 2016 CALIFORNIA FIRE CODE CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD WASTE WATER DIVISION 4 CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 SHEETS T-1 PROJECT TITLE SHEET AC-1 ARCHITECTURAL SITE PLAN C·O CIVIL SURVEY C-2 GRADING PLAN A·1 MAIN & SECOND FLOOR PLANS -NOTED A-2 THIRD & FOURTH FLOOR PLANS -NOTED A·3 ROOF PLAN & CAR LIFT PIT PLAN A-4 ELEVATIONS A-4.1 ELEVATIONS A-5 SECTIONS AP-1 PERSPECTIVES AP-2 PERSPECTIVES L-1 LANDSCAPE CONCEPT PLAN L-2 CONCEPTUAL WATER CONSERVATION PLAN . ., . ' . . CONSISTENCY DETERMINATION EXHIBIT FORORIGINALPROIBCTNO.C7,Z0/1·000Stff'~o/'.f:rr:8 Sam:z!:. Dwl9°-QOl5 D:*, 7/i ~0/ : i Don Neu, City Planner :=I6 ~ RECOMMENDEDBY: ~~ DATE:, 7 /! ? tllo ,z. ' ... ' . . ....... ., . -·---· JUL 12 2018 CITY or: r-:/1v: ,_ .. · -,., () ~-,,,, ,,'-.·,·-•.1_) ' Lf.J\Jf\!Ji\!C DJV1"-;:,-,1'; OWNER REQUIRED NOTES 1. ALL MATERIALS, FINISHES, FURNISHINGS AND EQUIPMENT SPECIF JED ON PLANS MAY BE SUBSTITUTED AS "ALTERNATE" OR "EQUAL TO" AND APPROVED BY OWNER/GENERAL CONTRACTOR BEFORE BIDDING. ALL SUBSTITUTIONS SHALL BE CODE COMPLIANT. I hElll<! reviewed theseconstructioo documents and have approved their contents as includir,g all ol"the design aspects I h,:id previously aulhonzed. I understand my project will be constructed M spec;fied by lhese construction documents Signature Date ARCHITECTURE I 0(!$1GN BGI ARCHITECTURE Beery Group lnc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (?61:) 43$-29-63 bglarchltect.com This dooumenl is the property of John S. Beery, Architect, A.I.A. Any unauthorized use or reproduction ct this document, In whole or part, is prohibited. ti) ~ :::, -z -~ 0 C z 0 0 z 0 ti) -C <( ~ z 0 >< -ti) 1-w w 0::: <( 1-() Cl) -zO o<C Cl) co -Cl) 0 _J <( 0::: ~<( LC') () 0) 0 C'? REVISIONS By Date 2018.07.11 Scale NO SCALE Drawn By BPB Job No. 1615 Sheet Name PROJECT TITLE SHEET Sheet No. T-1 A B C D ···---r I I 1 I 0'-0" REAR YARD -~ SETBACK----,,--\ 11 It I 1 2 3 CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 ., ·------------··---------------· .. ,---------__________ ,., -·, -J\1-·· _., . --------------------- '\--------- 1 ' ---,7' / I NEIGHBORING PROPERTY ' / / / I 49.46 ,.-,._ _ j ~/ " --- I ' I I I I I I I I I I I I I I I I / ' / / / .,, -- I\ I I I j I I j I I ; j I I I I I I l I I I \I I I I I I l I I I COVERED PARKING GARAGE - / / / / / / / / / / / --,7' / I / / I EXISTING NEIGHBORING STRUCTURE / ' I I I I I I I I I I I I I I / / / / / OUTSIDE FACE OF STRUCTURE' MIN. 3.5" INSIDE OF PROPERTY "'- LINE TO ALLOW FOR EXT FINISH , I _ · STUCCO MATERIAL THICKNESS _ "s -AND BUILDING DEFLECTION, TYP - @ NORTH PROPERTY LINE. I / / / .,,. -- / / / / / / / / / / / / / / / / / / / / / EXISTING NEIGHBORING STRUCTURE / / / / / ' / ~-0'-0" SIDE YARD SETBACK MAILBOXES ATTACHED TO BLDG ___ PER MFG.OWNER ____ _ TO SELECT MFG. --, I I I I I I I I I I I I I . I I I I I I I I I ' I --" -----= . -------=--. -------~ __ ,_,___, __ -------It-- ' ' ' L-------~ DOORKING 1834 PC TELEPHONE ENTRY SYSTEM STORAGE -----~ I ---= -~STORAGE= ---, I ~EC. ) ·-=---~~--'--~~-~-,,=LAJ-,=--.'"--------/ ENTRYLOBBY, :U 6 Vi IJJ IJJ rt--71"~ 0962 ~ : L/ : __ :./?1 _1,I ,;, : ~1!!!_ ~ , / / \ '. . ~;~:· f::;; 1 f I i COVERED PARKING GARAGE ~ " / 1 ~~----11 ' ELEVATOR ,···-.. ·-q . i ~ / " :::::r ~ANDSCAPING -f ".° ~ 'e:; I 1M ' r----~ I (") -~ NOTE: FOR ADDITIONAL INFORMATION REGARDING THE SITE (GRADING, ELEVATIONS, DRAINAGE, STREETS & UTILITIES, WATER, SEWER, GENERAL INFO, ETC.) SEE SHEETS T-1 AND CIVIL SHEET C-2 "TENTATIVE MAP AND PRELIMINARY GRADING PLAN." ·-·-·----~----- TRUE NORTH REFERENCE NORTH -·---TRANSFORMER SCREEN: BRONZE COLOR POWDER COATED STEEL FRAME WITH "PARASOLEIL" BRAND METAL SCREEN PANELS "CONTINENTAL FLOWER-CFR" PATTERN OR PATTERN AS SELECTED BY OWNER, CHOCOLATE BRONZE POWDER COATED FINISH TO MATCH WINDOW FRAME COLOR ON "PARASOLEIL" FLAT BRACKET SYSTEM. STEEL FRAME FABRICATOR TO PROVIDE ARCHITECT SHOP DRAWINGS PRIOR TO MANUFACTURING AND INSTALLATION, TYP. ON TOP OF SCREEN PANELS, ATTACH "FENCESCREEN BRAND "NATRAHEDGE TROPICAL" ARTIFICIAL TROPICAL MAT. INSTALL TROPICAL MATT PER MFG. INSTALLATION INSTRUCTIONS. FRAME AND SCREEN FACING NORTH TO CONSIST OF TWO (2) OPERABLE DOORS THAT CAN BE SWUNG OUTWARD TO ALLOW FOR MAINTENANCE TO THE TRANSFORMER, TYP. SCREEN & FRAME TO BE MIN. 3'-6" HIGH, TYP. I / -SDG&E TRANSFORMER LOCATION PER CIVIL DRAWINGS, TYP. I ' ·------MIN. CLEAR FLOOR SPACE IN FRONT OF TRANSFORMER, TYP. ' J UJ UJ fl'.'. I- C/) z 0 Cl) 0 ~ >-UJ ....J ....J ~\ ~8.04 6 BIKE WALL MOUNT RACK, SARIS MODEL #6006 OR EQUIVALENT AS SELECTED -JD : = = = = t1t;:::=11 "i,1F"""""'="'i'5_!i!l11111 I 2,,,-ELEVATOR ~ -STAIRWELL ...._ EQUIP. ADA f:::_lli!;~= z. ~ BATHROOM I I di I I!;! rio.48.4~ ""'ft!/ ~ i---~,,l..., ___ ... I 2·-~1.~.:~~ ,: ~ "- 62 f "- I 6 ~I \ I \ 1 I , \ I , UNDERGROUND , CAR LIFT (2 SPACES ' ENCLOSED) I I I I \ \ \ \ r\\ 2 \ I I I UNDERGROUND CAR LIFT (2 SPACES ENCLOSED) I \ I \ \ I I \ v------~ \ \ 3 / \ I I UNDERGROUND• CAR LIFT (2 SPACES ENCLOSED) I \ I \ I \ I \ \ I \ 4 I \ I UNDERGROUND CAR LIFT (2 SPACES ENCLOSED) I \ I \ I \ I \ \ I \ 5 I \ I UNDERGROUND CAR LIFT (2 SPACES ENCLOSED) I I I I \ \ \ \ \ I \ 6 I \ I UNDERGROUND CAR LIFT (2 SPACES ENCLOSED) I I I I \ \ \ \ BY OWNER. -----~\ ~ ADA ,J .. I ' ' ' ' I I ' I I ' ' L __ ~(--.,.,,.,.jll,.,10.!,I \, ---~·. L 10' -O" ]' ;;' ..... I F.Y.S.B. , ~ --FORRES. I g COMMERCIAL SPACE, FLOORS I ~ -~~~J' ! ABOVE ii ~ ..Jl ":4 ,, I I -UJX 48.46 --ON. I rr -It_ -0--....__--I-EXITPATH=8'-0"-) ADA CHAIR LIFT ~ii ~-]-:~ 492 :-~ /~--+:---!+--~i~:E~~~S PER 6 , r ........_ EXISTING CURB AND GUTTER TO REMAlN, TYP. 'L ~ !I:'. LANDSCAPING LANDSCAPING I "' , ~ HARDSCAPE LANDSCAPING / y-- ~ ,~.,. 'i-N ~ ~ I --.___ __ MIN. CLEAR FLOOR SPACE IN FRONT OF GAS METERS, TYP. GAS METERS TO BE CENTERED ON WALL, TYP. ____ J__ ____ _j==============='°~===================='\c\===================:s;=~==.====-=-===±=========~::::L-~r-----C-----1'-8" CL TO CL BETWEEN GAS METERS, TYP. VERIFYW/UTILITY CO. '------+--BACKFLOW PREVENTER AND I , __ O'-O" SIDE YARD DOUBLE DETECTOR CHECK ' ~--LANDSCAPE PLANTER WALL ----OUTSIDE FACE OF STRUCTURE 4" INSIDE VALVE ASSEMBLY, 3'-0" MIN. I J SITE PLAN 1/8":::: 1'-0" SETBACK FROM FOR STORMWATER RETENTION OF PROPERTY LINE TO ALLOW FOR EXT. FROM BUILDING, TYP. DEDICATION PER CIVIL AND LANDSCAPE FINISH STUCCO & STONE MATERIAL DRAWINGS. PLANTER WALL THICKNESS, TYP @ SOUTH P.L. SHALL BE CONSIDERED LANDSCAPING. 140' -O" PROPERTY LENGTH I". ~ EXISTING CURB AND GUTTER TO REMAIN, TYP. I ---------·---·· ---------------------·-·-·-.-.,---------------------------~---·"" ------------~ .. .,,_ _____ -------------! --OAKAVENUE----~Ci_- 4 COMMERCIAL OCCUPANCY AND EXITING CALCULATIONS COMMERCIAL SPACE OCCUPANCY: • B (BUSINESS)= 943.28 S.F. • PER CBC TABLE 1004.1.2, BUSINESS OCCUPANCY (B) = ONE (1) OCCUPANT PER 100 S.F 943.28 / 100 = 9.43 = 10 OCCUPANTS • PER CBC TABLE 1006.2.1, BUSINESS OCCUPANCY (B) MAXIMUM OCCUPANT LOAD= 49 OCCUPANTS> 10 OCCUPANTS PER ABOVE CALCULATION. MAXIMUM EXIT DISTANCE WITH SPRINKLER SYSTEM {SPRINKLER SYSTEM PROPOSED)= 100'=0". SEE EXIT DISTANCES ON MAIN FLOOR PLAN THIS SHEET 30'-4" + 8'-0" = 38'-4" PROPOSED < 100'-0" MAX • PER THE ABOVE CALCULATIONS, ONLY (1) EXIT REQUIRED FROM THE COMMERCIAL SPACE, TYP. COMMERCIAL GLAZING CALCULATION COMMERCIAL EXT. WALL LINEAR FT. (SOLID WALL) 3'-7" + 1'-7 1/2" + 2'-7" + 2'-7" +11'-3" + 3'-1/2" + 1'-7 1/2" + 5'-8 1/2 + 2'-1" = 38'-11" SOLID COMMERCIAL EXT WALL LINEAR FT. (GLASS) 5'-0" + 17'-81/2" + 8'-0" + 1"-71/2" + 12'-11" + 8'-6" = 53'-9" GLASS COMMERCIAL EXT WALL LINEAR FT (TOTAL LENGTH) 53'-9" (GLASS)+ 33'-11" (SOLID)= 87'-8" TOTAL LENGTH COMMERCIAL EXT. WALL LINEAR FT. (GLAZING%) 53'-9" (GLASS)/ 87'-11" TOTAL LENGTH = 61.14% > 60% MIN. REQUIRED. GENERAL NOTES 1. MIN. 5" CLEARANCE BETWEEN EXT. FACE OF BUILDING FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO FINISH, TYP. TYP. @ALL LOCATIONS AROUND BUILDING EXCEPT WHERE STONE VENEER IS LOCATED ON THE PROPERTY LINE. AT LOCATIONS WHERE STONE VENEER IS LOCATED ON THE PROPERTY LINE, MIN. 4: CLEARANCE BETWEEN PL AND EXT FACE OF BUILDING FRAMING, TYP. 2. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, EXISTING ANO PROPOSED, ARE SH01NN.ON THIS SITE PLAN. KEYNOTES SQUARE FEET CALULATIONS COMMERCIAL SPACE: INTERIOR CONDITIONED: 905 S.F. WEST UNIT: (2ND FLOOR) INTERIOR CONDITIONED: 2,119 S.F. EXTERIOR DEKS: 468 S.F. EAST UNIT: (2ND FLOOR) INTERIOR CONDITIONED: 2,240 S.F. EXTERIOR DECKS: 461 S.F. WEST UNIT: (3RD FLOOR} INTERIOR CONDITIONED: 2,119 S.F. EXTERIOR DECKS: 501.75 S.F. EAST UNIT: (3RD FLOOR) INTERIOR CONDITIONED: 2,111 S.F. EXTERIOR DECKS: 271 S.F. WEST UNIT: (4TH FLOOR} INTERIOR CONDITIONED: 2,101 S.F. EXTERIOR DECKS: 501 S.F. EAST UNIT: (4TH FLOOR) INTERIOR CONDITIONED: 1,879 S.F. EXTERIOR DECKS: 496 S.F. STORAGE SPACE CALULATIONS UNIT 2W: (LOCATED@ UNIT 2W DECK} 6.375' x 7' x 9.00' CLG HEIGHT = 401.625 CU.FT. PROVIDED> 392 CU,FT. REQUIRED. UNIT 3W: (MAIN FLOOR GARAGE} 12,333' x 3.58' x 10.25' CLG HEIGHT= 452.56 CU.FT, PROVIDED> 392 CU.FT. REQUIRED. UNIT 4W: (LOCATED IN UNIT} 10,5' x 4.75' x 9.0' CLG HEIGHT= 448.875 CU.FT. PROVIDED> 392 CU.FT. REQUIRED. UNIT 2E: (MAIN FLOOR GARAGE} 9.75' x 3.833' x 11' CLG HEIGHT= 411.09 CU.FT ... 8.7 CU.FT. (COLUMN) = 402.39 CU.FT. PROVIDED > 392 CU.FT. REQUIRED. UNIT 3E: (MAIN FLOOR GARAGE} 12.333' x 3.58' x 10.25' CLG HEIGHT= 452.56 CU.FT. PROVIDED > 392 CU.FT. REQUIRED. UNIT 4E: (LOCATED IN UNIT & MAIN FLOOR GARAGE) • INSIDE UNIT: 6.0' x 5.5' x 9' CLG HEIGHT= 297.0 CU.FT. PROVIDED • GARAGE: 6.0' x 3.58' x 10.25' CLG HEIGHT = 220.17 CU.FT. PROVIDED 297.0 + 220.17 = 517.17 CU.FT.> 392 CU,FT. REQUIRED. ARCHITECTURAL LEGEND 0 0 [2] 0- ~ ~ ~ A-1 ® Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. I have reviewed these construction documents and have approved their contents as including all of design aspects I had previously authorized. I understand my project will be coostructed as sp,,cift these coostruction documents Signature Date ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This doournent is the property of John S. Beery, Architec1, A.I.A Any unauthori,ed use or reproduction of this document, in whde or part, is prol11bited. en ~ ::, -z -~ 0 C z 0 (.) z 0 en -C <( ~ z 0 >< -en 1-w w 0::: <( 1-0 (f) - zO 0 <( (f) co -(f) 0 ....I <( 0::: ~ <( I.!) 0 0) 0 C'? REVISIONS By Date 2018.07.11 Scale 1/811 =1'-011 Drawn By BPB Job No. 1615 Sheet Name ARCHITECTURAL SITE PLAN e Sheet No. AC-1 WOOD FENCE ' \ \ I \ , I \ , I / \ / T \ ,.S' ~ @1 '-, '-, '-AC '-, '-, 7.14 48,56 ~VEMENT EXISllNG RESIDENCE 18.12 i;l, ' '-'If /I" CURB \ 47.741:tzc-::;~:::;;~~~:=:;:=:;:::;'~,c;:---:::::-_,;;:-:;:-:;:-;;;;.,('!5.,:. _l~..c~·=c;;,.,:.X ~ '. "I',>,, 47.34 Fir . I / I +'!i".,, ~ cc, ~ il:i S! ~ :t'.?s_..,. V I ' t V I I +>f/'_,, '§' I "' I ,:;,\ I I I I I I I I I I 'li> ' ~I '§' 20.00' "' l+-----+=e.c+----+-tQ I I I I d. I I I J'*' I I I I / / / I I I \ \ \ \ ' ' ' ' ' '1l> ' '-, '-, " ' ' x ' -------. LOT 29 LOT 30 EXISllNG RESIDENCE N5518'JJ"E 139.91' (/40.()/)/ WOO FENCE '1l> X _:%-:;;'-'X== LOT 31 DIRT/GRASS LOT 32 ------ ~J' x '1l> -=:-.;;;;;;;;~~ -=-...l< W.6'.9, q ~· cs !el ,,/v ~· -~~) 49.55 q ' q 49,Jl 49,JO ~ ~ 49.19 TC 48.71 FL 49.()/) ~ ~ ~ ~ 39,98' '1l> '-, I 79.95' I l ----~~------+---~ '!i".,,_,, -Cr)-- lt;,"'7.C-.60---,,"1,-. ~+'.L.....-'--.-"~'=11.62~,+'!i"-.,---------------· -------------------------'§' · · ---J ---- q ·. 49.10 TC . 4861 FL 4fif2 + ,r,,~ v.9 39,98' + ,r,,"' . " .\7 -'(J 1 . '§' ---_ ----· t,, <::s 49.ris re 1/ -_ c::S ---__. -, --:::.;ii"":..-----. I ---\;, ------------" 'v· 7-::---t> . ---CONC DRl~WAY "-07 ,,,. ' --..... - 49.41 49.80 TC 49.32 FL 49.44 49.19 TC 9.32 FL , 49.25 . 49,65 TC 49.16 FL ,q ~ --_ (140.00J ':' .:._ __ i', ~ ?{f.1"'~_ -~ R/11 l <:/ ill --q 49. "(< "' ,, . · _ - -,,v,_-----~,=.:>=,=.=.==q======v=.=_,*"4·1 l __ " ___ v -·-r--~==s;=====;;R/11~=========7r='av===='=="'J;'"'-a=;;~sF,fP,=7'==-;;N55~18;;'JJ;;"E;j--l;;J9.;;:,9;;1';=="'r==;;=========~==CF====,;R/11'3i;,'==!'~48;.iJ8,'.'". ~-:::"'J?'', . ,r,,~+,,,,,,,-----,--------'48""'804-----c;,--,-----,----"'?8:!J"', "'ls/I R/11 v '<6' q · , -. v. q " CO/IC SIDEWdLK q · q;,-q. " 48.00 TC >(f.,,,, q ... DRIVEWAY . '!'p~. \ q>(f>r9 . ·51 LR 7 q " v \ ===-:=-:='::==j:~~6,'!J~~'I_·"~i ==·=v====:;~===~==v===~"v~;;=-==-~"~~~v~c'-=-'=~~"=::·=========i~~;===O=~l=VE=!fj=Y::';;~v;=;~:="~-=-=-=-=-==-':i::4=7.=60"'.FL~· =· ~='Jo=·=· ===k:'j_q-==~;;;=~:::-C::v::::.:::.i;;;;,:S:"::O·:::·===="~· =="=··==-_·_j:~1&{,il~~··_• _,._"'_· ->?~48.~,4~7~fl:~_·._. _ _:_~/.:.:'..1}1'~G~~{l,~~~S-S..:__"_v.._~:fl..:.+~l_"·_. ___ C....:":~__: ___ ~--~_..:._.+~4!~~.~~·~Ft-· ___ -".,_-:-:::-:=--:=--::::!~: \ GUTTER ,r,, 1---47.40 TC 47.67 TC 47.87 TC o_ CURB AND GUTTER/ 4851 'll' CURB AND ----·<i'f> -----46.92 FL 47.19 FL 47.39 FL '"< ~ _,,, 4802 FL ,;;, __ 47-------~----. ---~ -~~ ---+; I + ,,.-+ / >(/'~ % ~ / ~- I / ---------- 46.77 R/11 + --- CURB AN--;GUrTER ----------_ , ~ TC 46.BJ FL R/11 OAK AC PAWENT -----=-~ I ~ I I --f--',,----- ' ' ' ' ' ' ' ' '--1-~-- 4803 TC 47.58 FL ----- -f- -----CURB AND GUTTER 4882 TC 48.J5 FL R/11 EB WV I I - I ---- EB WV -------- WV EB / / / m e AND GUTTER 49.59 50. 19 TC 50.16 TC~ 49.67 FL 49.63 FL R/W Cl/ENT.· MEHRAN SABERI, MAYFAIR GROUP HOLDINGS, INC. SITE ADDRESS: 3095 MADISON STIIEET, CARLSBAD, CA 92504 ASSESSORS PARCEL NUMBER: 203-305-10 DATE OF SUR'IEY: MAR()! 2, 2017 LEGAL OESCR/PllON: ALL OF LOTS JI AND 32 IN BLOCK 39, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEG~. STA TE OF CAL/FORNI~, .. ACCORDING TO MAP THEREOF Nq, 535. RECORDED IN 1tlE OFFICE OF THE COuN TY RECORDER OF SAN DIEGO COUNTY. MAY 2 1888; TOGETHER 111TH THAT PORll0/1 OF OAK AVENUE, ADJOINING LOf 32 AS VACATED ON SEPTEMBER 17, 1985 BY RESOLUllON NO, 8181 OF THE CITY COUNCIL OF TH£ CITY OF CARLSBAD SAID POl/llON OF VACA TED OAK AVENUE WAS RECORDED SEPTEMBER 24, 1985 AS INSTIIUIIENT NO, 1985-352892 OF OFFICIAL RECORDS 'IERllCAL BENCHMARK: CITY OF CARLSBAD SURVEY CONTIIOL POINT CLSB-121. DA TUM: NGW 29 ELEVA llON: 80.303 NOTES: /. THIS IS NOT A BOUNDARY SURVEY. BEARINGS AND DISTANCES SHOll1/ HEREON CALCULATED BASED ON FOUND MONUMENTS AND RECORD MAPS. DISTANCES SHOll1/ HEREON IN PARENTHESIS PER MAP 535, 2, A PREl.lMINARY llT/£ REPORT WAS NOT ~O~DED AT TH£ llME THAT THIS TOPOGRAPHIC PLAT WAS PREPARED THEREFORE EXISllNG EASEMENTS, IF ANY. HA VE NOT BEEN PLOTTED HEREON, ABBRE'IIA llONS: AC: ASPHALT CONCRETE CONC: CONCRETE Cle· CHAIN LINK FENCE DIA: DIAMETER FG: RN/SH GRAD£ FIi: RRE HYDRANT FL: FLOW LINE FF: FINISH FLOOR PED: PEDES/IIIAN R/~· RIGHT OF WAY TC: TOP OF CURB WI(· WATER VALVE ABBRE'IIA llONS: SYMBOL: SUBDMSION BOUNDARY ------- RIGHT-OF-WAY EXISllNG CONTOUR -150- EXISllNG ELEVA ll0/1 X 150.5 10 5 0 10 20 ~I -~f----1-~1 SCALE: 1'' = 10' ~ • u ,a w " X 0 "-c' 0 N -I ~ ;:;, ~ • :3--u, C 0 ~ a ,, I • •• "" ·a a E E 0 u i 0 :s 0 N CfliSTRIICTION NOTES: 1. BEARINGS #ID DISTANCES SHOIW HEREON CALCULATED BASED ON FOUND MONUMBITS AND RECORD MAPS. DISTANCES SHOIW HEREON IN PARENil/ESIS PER MAP 535. 2. A PRElJMINARY nTLE REPORT WAS PREPARED BY CHICAGO nTLI COMPANY ON 7/7/2017 AS ORD£R N0.0007564J-99J-SD2-CFU. SAID REPOIIT HAS BEEN REWEllrD AND EX/SllNG EASEMENTS HAVE BEEN PLOTTED HEREON. J. NFPA /J FIRE SPRINKLERS ARE REQUIRED THROUGHOUT. A TULL ARE ALARM SYSTEM IS REQUIRED DUE TD LMNG UNITS LOCATED ABOVE THE JRD FL00/1. 4. THE CONTRACTOR SHALL ASSUME ALL RESPONSIB/UTY FOR DESIGNING ANO IMPLEMENffNG ANY AND ALL TYPES OF SHORING SYSTEMS THAT MAY BE NECESSARY IN ORDER TO EXCAVATE FOR THE PARKING LIFT PAD SHOW HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND STABILIZAffON RECOMMENDAllONS PR!OR TO CONSTRUGnON. A BUILDING PERMIT IS REQUIRED FOR ANY SHORING. 5. THE SOIL REPORT ffTLED "PROPOSED SIX-UNIT CONDOMINUM BUILDING SITE" WAS PREPARED BY ALLIED EARTH TECHNOLOGY. DATED JANUARY 23, 2017 AS JOB NO. 17-1106£5. ALL RECOMMENDAffONS IN SAID REPOI/T SHALL PER IMPLEMENTED BY THE CONTRACTOR. 6. [X/SllNG OVERHEAD UffLITY SERWC[ LJN[S TD THE PROPERTY SHALL 8[ /NSTA[[[D UNDERGROUND. 7. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE ALEO WITH THE COUNTY PRIOR TO REL£ASE OF OCCUP#ICY. 8. STORM WATER SHALL NOT BE ALLOllrD TD POND ON SITE OR DRAIN TOWARD BUILDING FOUND A HONS. 9. PROPOSED WALLS AND FOOffNGS SHALL NOT ENCROACH ONTO ADJACENT PROPERTY OR PUBUC RIG/IT OF WAY. Ta NEW AND EX/SllNG STORM DRAIN,_SEltf/11 WAl!R/ AND UllUTY PIPING SHOW/I HEREON IS APPROX/MA TE CONTRACTOR TD vtRlFY ALL unL nEs LOCA llON AND GRADES PRIOR TO CONSTRUCffON. LOT JO EX/SONG RESIDENCE ' 12. WALL ELEVAllONS SHOW/I HEREON MAY VARY DURING CONSTRUCffON DUE TO EX/SffNG GRADES & SOIL ENGINEER RECOMMEND A llONS. SOIL ENGINEER SHALL DETERMINE FINAL WALL FOO ff NG DEPTHS. , AC ~ VEM,'NT ·----·-------·---·--------- IJ. IN CONSIDERAllON OF ON-SITE SOIL COND/ffON, IT IS RECOMMENDED THAT CONCRETE FLA1WORK BE MINIMUM OF J l' IN THICKNESS. AND BE REINFORCED 111TH 6X6-Wl.4 W1.4XW1.4 16X6 ~) llrLDED WIRE FABIIIC. PLACED AT MID-HEIGHT OF CONCRETE SLAB. ONE INCH EXPANSION 'J/J/NTS SHOULD BE PROWD£D AT 15 FOOT INTERVALS, WITH j !NCH llrAKENED PLANE CONTRACllON JOINTS AT 5-FOOT INTERVAI.S. 14. ltl/ERE CEJUNG STORM DRAIN PIPE INVERT ElEVAffONS ARE BELOW 56.54 IN THE GARAGE THE PIPE SHALL BE INSTALLED l'IITHIN 1 FOOT OF THE WALLS IN ORDER TD PROWDE CLEARANCE FOR CAR LIFT OPERA ff ON. ----~ - WOOD fl/I.CE .. I ' ' 00111/SPOUT " ·, {IE 57.20} ' --------------------------------+------ ---_c --= ---_-_ -= --_----= ---,-t---= _\;, ---_QAK_ --·--------- BUILDING UN£ '-. WOOD fRAll[D '\_ WA TEii PROOF/NL PER ARCHITECT AND SOIL ENGINEER RECOMMBIDA ffONS PRES.SURE PIPE DESIGN BY OTHERS BUii.DiNG WALL"" 36" IMPERMEABLE LINER ,8''X18" ABS OVERFLOW STAND PIPE 111TH GAL V#IIZED STEEL GRATE TG 5a22 .J . J-J'' DIA SIDEWALK UNDERDRAIN PIPE D-27 • PLANTER 111TH 6" J/4" GRA VELII BASE tOR DRAINAGE 4" DIA PERFDRA TED SUBDRAIN PIPE (SDR-35) 0 811,/ SURFA/:t ROW-THROUGH PLANTER (A)A X-SECTION NTS R/W PROTECT SIDEWALK IN-PLACE PL I R/W PL OAK AVENUE R/W L-,o.o'--, i-------Jao'-------·t---------4ao'----------1 I I I PROPOSED STREET I AND PUBLIC Ulll/TY IDED/CAllONTOCITY,_ __ ,_o·---1----24.0'----4----24.o'-----f--6.0'---1--1ao'---1 OF CARLSBAD U, I I I I I I PROTECT !SIDEWALK IN-PLACE ~ PROTECT EX/SffNG CURB AND CUTTER -TT"" --,, ,...,.... - PROTECT AC PAVEMENT STREET CROSS SECT/0~ ® • · : 11-'TTT'-···"ff . .. :rr PROTECT EX/SffNG CJJRBICUTTER AND 's!DEWALK PLANTE/I WALL (TYP) I G) I ~--------,-----. R/W I V, I I I V, I I I r I WA 1l1I Of/lAND: COMIIERCIAL: a2J CAL/SF X 1,001 SF=2JO GPO R[SIDENllAL: 250 CAL PER DAY X 6 UNITS=/,50{) GPO SEJfJ/ OfMAND: COMIIERCIAL· ONE (1) EDU PER 1,800 SF= 1,001 SF/1,800 SF=.556 RESIDENffAt ONE {1) EDU PER UNIT X 6 UNITS= 6 EDU P/10.ECT TOTAL: 6.556 EDU I I I " I I I I " I I I I " I 4.9.41 . 4.9.80 TC .· 49.32 Fl. 49.44_ 4925 49.1.9 TC 9 . .l2 Fl. 49.65 TC 49.16 Fl ; ---r- ----f- ·------"CIJC\B AND 49.59 5a/6 IC.,,,<' 4.9.63 H KEYNOTES: (") OfllaJSH/PROTfCTIN-PLACE 1. DEMOLISH EX/SffNG DRIVEWAY 2. DEMOLISH PED RAMP AND RECONSTRUCT TO ADA STANDARDS J. PROTECT TREES IN-PLACE 4. PROTECT WOOD FENCE IN-PLACE 5. PROTECT SIDEWALK IN-PLACE 6. PROTECT PCC RIBBON GUTTER IN-PLACE 7. RE10CA TE SIGN 8. PROTECT STORM DRAIN CURB INLET IN-PLACE 9. PROTECT CURB AND GUTTER IN-PLACE 10. PROTECT AC PA VEMENTIN-PLACE 11. DEMOLISH PORffON OF CONCRETE DRIVEWAY AND RECONSTRUCT TO ADA STANDARDS 12. PROTECT CROSS GUTTER IN-PLACE 13. PROTECT SEllrR MAIN 14. PROTECT WATER MAIN NEW /MPf/0',fMfNTS: D 1. NEW BUILDING PER ARCHITECTS PLAN 2. NEW 22' ll/DE CONCRETE DRIVEWAY J. CAR LIFT UNDERGROUND PER ARCHITECTS PLAN 4. CONCRETE PARKING GARAGE 5. HANDICAP PARKING STALL 6. CONCRETE SURFACE PER CONSTRUCOON NOTE NO. IJ 7. UNIT STOIIAGE PER ARG/1/TECTS PLAN 8. RECONSTRUCT 6' HIGH CURB AND SIDEWALK TO MATCH [X/SllNG GRADES 9. ACCESSIBLE PARKING SPACE ,a EMERCENCY STAIR Will PER ARCHITECTS PLAN 11. SDGE TRANSFOI/MER PAD {NOT TO BE LOCATED IN THE ROW) 12. TRASH AREA PER ARCHITECTS PLAN. REFER TO THE WASTE MANAGEMENT LETTER IJ. ROLL UP GARA CE GA TE PER ARCHITECTS PLAN 14. ADA RAMP 15. TRENCH RESURFACING PER CITY STANDARD GS-26 16. PCC CONCRETE CURB PER SDRSD G-6 17. IIVOD FRAME WALL PER ARCHITECTS PLAN NEW STOIIM DRAIN: Q 1. PR/VA TE 2" DIA PRESSURE PIPE DESIGN BY OTHERS 2. FLOW THROUGH PLANTER 111TH CONCRETE BOTTOM PER DETAIL '~' J. STORM DRAIN SUMP PUMP. SUM PUMP DESIGN BY OTHERS. 4. 6" /11/)£ TRENCH DRAIN BY 'Nos' 111TH STEEL TRAmc GRATE 5. 6" DIA PRIVATE STORM DRAIN PIPE PER (SCH 40) CONNECTED TD GARAGE CE/UNG @ 1% MIN. SLOPE 6. PRIVATE SPEE-D (4'' DIA) BY NOS OIi APPROVED EQUAL 7. PRIVATE J" DIA. STORM DRAIN PVC PIPE PER SDRSD 0-27 8. STORM DRAIN CLEANOUT PER SDRSD SC-01 111TH CAST IRON TRAmc RATED COVER STAMPED ''sTORM DRAIN' 9. PRIVATE 4" DIA. STORM DRAIN PVC PIPE PER SDSRD 0-27 10. INSTALL FLOGARD 00111/SPOUT ALTER @ BASE DOWIISPOIJT PER DWG NO. 0SF0001 OR APPROVED EQUAL 11. PRIVATE 4" DIA UNDERGROUND GRAWTY STORM DRAIN PIPE PVC (SCH-40) 12. 18''X18" PRESSURE TO GRAWTY CONCRETE CLEANOUT 111TH SOLID REMOVABLE COVER BY BROOKS OR APPROVED EQUAL 13. 18" X 18" ABS OVERFI.OW STAND PIPE ll/TH GRATE OIi APPROVED EQUAL WA 1lll,ISCIIER-L_ 1. EX/SllNG 4" SEllrR. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCllON AND REUSE IF FEASIBLE PIPE SLOPE SHALL BE 2% MIN. SLOPE 2. 4" SEIIER CLEANOUT PER CITY STANDARD S-6 J. MASTER DOMESllC WATER METER 4. 2" 001/ESOC WATER SERWCE PER CMll!I W-4 5. 2" BACKFLOW PREVENTER FDR DOMEsnc USE PER CMll!I W-20 6. 6" FIRE DDCV PER CMll!I W-22 7. 6" DIA. Fl/If SER~CE PER CMll!I W-2 U/SCEUANEOOS: 0 /. 10' PUBI.IC STREET AND PUBLIC unuTY EASEMENT GRANTED TO THE CITY OF CARLSBAD PER ANAL MAP 2. AN EASEMENT GRANTED TO THE CITY OF CARLSBAD FDR PURPOSE OF ALL ununEs RECORDED SEPTEMBER 24, 1985 AS 1985-0352892 OF D.R. TO BE ABANDONED ON ANAL MAP. 10 5 0 10 20 I~-~ I I SCALE: 1'' = 1 Q' ""------.... ... .... _.,.-:;;-""---. PR/VA If 5.PEE-D I 4'~IA) BY NOS DR APPRO'IEJJ EQUAL • I I \ I UNE OF CAR UFT AT EXTENDED UP PDS/ffON TYP STRUCTURAL WALL. PER STRUCTURAL PL#IS AMERICAN CUSTOM UFTS. ?HANTON PARK" SUBTERRANEAN 4 POST CAR UFT DR EQUIVALENT, TYP. "AS BUil T" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE 1----1---.\-------------+--+--+--+----11 S~EET I CITY OF CARLSBAD I SHJETS I ENGINEERING DEPARTMENT CAR LIFT X-SECTIONNIS © 1----1---J----------------\---t--+---1----t ~G::;R::;AD~l~N~G.'::P~LAN:=;:;;;S:::F;;O;R;=: =::::':::=:=:'::::===:::::=::::'...'==~ SIX ON MADISON CONDOMINIUMS APN: 203-305-10 (3095 MADISON STREET) R2017-0065 PUD2017-0001 APPROVED: JASON S. GELDERT --,; c;,c,, ; AM ficj 8 1----1---l-.,,_---------------\---+--+---if-----t ~C;;ITY~E~NG~IN~E~ER~=-i;R~CE~63~9~1~2~EX~P=-IR~ES~9::.3:::0=;;18~~D~AT~E~~ -:· ' C 'N031NEERIN03, INC. 1 DWN BY: PROJECT NO, I DRAWING NO. "-f.-'c~. · DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ Ill SAXIJIYROAO, SWf ,,, """"' CA 92024 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: III., (RIO) -'"' (780) iJII-IYJ59 A B C D 1 2 3 MIN. 5" CLEARANCE BETWEEN EXT FACE OF FRAMING AND PROPERTY MIN. 5" CLEARANCE BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO, TYP. ---------...+--,-. ------~ SHEATHING/M.B./STUCCO, TYP. ( ) "'LOCATION OF DETECTABLE WARNING TRUNCATED DOMES PER CBC 118-705.1, TYP. 3 RISERS @ 7" 2 TREADS@ 11" \- j 12'-81/2" ' "' 44" MIN. CLR. d ~ K 2'-0" +/-HIGH, 8" MASONRY/CAST IN PLACE STEM WALL PER STRUCTURAL DRAWINGS. 24' -9 1/2" ·-·~·······--·-----·--------- ··--, .- NEIGHBORING PROPERTY i I K NEIGHBORING PROPERTY 137' -9 1/2" . i" -----------------------+------------------·--~-·· --+----+---------~---,L-----,,_., .. ,, ........ ,, ...... ----·---~--~-----------! 15' • 51/2" 6'-111/2". 33 AD-3 TYP. G 28'-51/201 14'-01/2" 18'-71/2" 10'-91/2" ............. ~---~ ···-···-·---------------+-----------~-------------------------------1 ~---0'-0" SIDE YARD SETBACK • G G G 33 AD-3 i TYP. MAILBOXES ATTACHED TO BLDG PER MFG. OWNER TO SELECT MFG. G DOORKING 1834 PC TELEPHONE ENTRY SYSTEM TRANSFORMER ARTIFICIAL PLANTED SCREEN WITH NORTH HINGED DOOR FOR MAINTENANCE ACCESS, AND TRUE NORTH ~·--··--~ . , ANDING 'TO • f- \ie:e!=· It· --. ---=-----'F-1-"-Fr_ =-=-_ --~-~ ----1------=-l=--I----------------===---,...----=----= -- EAST SIDE REMOVABLE PANEL FOR MAINTENANCE ACCESS. SCREENING DESIGN AND MATERIALS TO BE APPROVED BY THE SATISFACTION OF THE CITY PLANNER PRIOR TO REFERENCE NORTH (o ' ------· 0'-0" REAR YARD ~771 SETBACK _____ ...:::_ __ +-+-~ ROLL UP GARAGE GATE: LAWRENCE BRAND "MODEL PG" HIGH PERFORMANCE GRILLES, OR EQUIVALENT AS SELECTED BY OWNER, TYP, --------+--!---___,- "" (') ~ (/ .. -·-., ~ i \ / ,. '"'. \ " / I , I / It ' G D )-----1-- NIT-2E STORAGE too:oiJ ·,. 1" ,,._,.=,,-,,,'" ,.,.,,,,,,_-,._ -. f TRASH-~----~ii UNIT aW.-STORAGe t---UNIT ae STORAGE UNIT 4E STORA ' ' -l15' -8 1/2"=·.c.-c..__c-J i BUILDING PERMIT ISSUANCE. '71. ·-+--~·· . i. ;I loo.dsf , !1 @o:ioj ,;, Joo-11 I loo.12J !CAL ~l;· __ o.,-c,-;a: •• ~,"'-L-.,.,,"' -----~J l"---~--~f--~--'-~--...,,.---,----,----"1--,----,---,,..,._ ___ __,S~Wl=T~C~H~G~E~A~R~---- D(io) K 100.021 ENTRY BREEZEWAY '\ / / \ ---1---c--. --10" K .... G DRIVE DIRECTION @) 5'·21/2" ~·· PARKING GARAGE [oo.031 K ~-VOID SPACE UNDER STAIRWELL TO BE MIN. 1 HR FIRE RATED WITH G.W.8. TYPE 'X', TYP. 36" MIN. CLR. BETWEEN HANDRAILS DRIVE DlRECTION RETAINING WALL BELOW PER STRUCTURAL PLANS AND DETAILS, TYP. ---~--+-----,--· - STANDARD 19' x 9' PARKING SPACE, TYP. 5 1/2" 5 1/2" 23' · 5" 23' -5" 12' -4" 12' -4" DRIVE DIRECTION • 23' -9 1/2" e-------i-------~--+---~~--~------~ !r;-_-;-i rf----;-i ----;-i 11°:8112"1 7 11".8112" ··· ·11·.a11i'·1 ----7 11·--8112" 11·.11"1 1 -:----7 111·,11" 5 1/2" i-------·0 1----+~-i----···f----+------i i--------~r----,+--· ·1-------i r-~----~-+-+---i-I r---_-_-__ J-+---+,-l---+----1-~~~-----~~-+--~ T -:-_-i:!::~ --~~--~--·-J~~-1----+--L_-_-_-_-~ \ I \ \ I \ I ~ IQDMJ I \ I \ I D \ \ w \ \ \ \ I I I I I UNDERGROUNCoi CAR LIFT (2 SPACI.• ENCLOSED) ~ I \: / I 111---+,1~/ 0 I \ I \ ---re.-- RAISED PLANTER BED I I \ \ \ \ \ I I I I UNDERGROUND CAR LIFT (2 SPACES ENCLOSED) I I I I \ \ \ 35 \ I I I AD-4 TYP. I \ z 0 \ ,u---t--<.\ ~ ~ I I SIM. / \ I UNDERGROUND CAR LIFT (2 SPACES ENCLOSED) I /. I ~ I \ \ ,--- \ I I " " "' '--------'----,L--+----'--t---~------t-~ ---~-+---1- 0 UJ " I \ \ I UNDERGROUND AR LIFT (2 SPACES \ ENCLOSED)' \ I 0: \ I I r: \ \ ;I N g \ / UNDERGROUND ,;, z I\ CAR LIFT (2 SPACES ~ ENCLOSED) o I \ I .\ \:i: ! __ ----)~ APPLIES TO ALL (6) CAR LIFTS, TYP, \ I \ \ 9' -2" \ IT OPENING, TYP. \ I I I \ \ \ I \ \ \ \ \ I I I I I UNDERGROUND CAR LIFT (2 SPACES ENCLOSED) I \ I \ \ I I I 35 \ AD-4 TYP. \ RAI ED PLANTER BED . --------i 6' · 01/2" PARKING GARAGE 100.031 roo.1~ 14' -6" 6 BIKE WALL MOUNT RACK, SARIS MODEL #6006 OR EQUIVALENT AS SELECTED , 8 SIM. BY OWNER. --------~ 8' • 0"~~~~~.._.+~9' -O" ,ADA VAN ACCESSIBLE 'PARKING , SPACE --SUMP-PUMP & SUMP PIT BY OTHERS, TYP. SUMP PIT LOCATION PER CIVIL DRAWINGS, TYP. - G G 43 AD-4 OPEN DECORATIVE METAL SCREENS SIM. G 5' -O" ' 1'-01/2" D ,_ _ _,. 5' -O" D .. _ --~9.62_ -----__ ..... @ ' EL~ATcm EAST STAIRWE~L [00,01] -~ _Ky<2>- 6' -O" [gp,@J, K I I I D I / t ;/ '\ 1/ '\ \ '\· ' / SDG&E 10' -O" F.Y.S.B. " "' ~A·4.1 ----Cl -I --. J ' 0::, Q I MIN. CLEAR FLOOR SPACE IN FRONT OF TRANSFORMER, TYP. --';"""·------0'-0" FRONT YARD SETBACK (GROUND FLOOR COMMERCIAL ONLY), . , "' I "' •M n:-= ---l'Y rl ! LEVATORE ,__+---. -. . ---11,1--,.J I (UPPER STORIES) ' CJ z 0 z -'.I-- " J 0 z "' ~ L ___ _ G K J ---~K D D ~ A01 ~ @ B SIM. STUCCO FINISH ON GARAGE SlDE OF WALL, TYP. . 1 ~· ----------V _______ J SEE OCCUPA Y AND EXITING CALCULATIONS ON SHEET A-0.0, TYP. ON. -17' -8 1/2"- I 42 --,-tll-"c~---t------t-----+-:-::-ci 2 TYP. I I I I I AD,4 TYP. z 0 ~4929 1'-71/2" O SOLID -11'-4". ·6.2 ~ --·~~------ "' ! 1'-71/2" GLASS \ \ ±-------~---11--t-----i~---+--7'-4 45 GLASS SOLID TYP. D ' AD-5 It MIN. 4" CLEARANCE ALONG SOUTH P.L. BETWEEN EXT FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE G Q'.O" SIDE YARD SETBACK FROM 1 O',O" STREET DEDICATION -·-·- 0 13 OPEN DECORATIVE METAL SCREENS G LANDSCAPING LANDSCAPING .... ----MIN. 4" CLEARANCE ALONG SOUTH P.L. BETWEEN EXT. FACE OF .// ~--ADA STAIR LIFT: PER CBC 1124A.11, TYP. "ASCENSION LIFT" BRAND "PROTEGE · PERMANENT" MODEL WHEELCHAIR LIFT OR EQUIVALENT. INSTALL PER MFG. INSTALLATION INSTRUCTIONS W/ 2" CLEARANCE AROUND LIFT, TYP. BATTERY BACKUP REQUIRED, TYP. ~~;~::a~oo;::~~~~:7r~""" ~ -~ "' ( ) LANDSCAPING _-ft~--- G ----- ( _.,_ - ---------'L -------- ( A·4 G -----~·c--'__J:..,...__.......__....,....,....,..~,1 ___________ ~~ -~ \ FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE / EXT. GRADE PLYWOOD SHEATHING/M,B./STUCCO/STONE VENEER, TYP · ./ / ·, \\ !,, ----.---=1r_......,L ! ' 43 AD-4 TYP. THIS DRAWING @ 3/16" = 1 '-0" SCALE MIN. 3~ CLEARANCE BElWEEN EXT. FACE OF ( j\ \ \ ;-, ) ,----\~--) 137'-9 1/2" ----------~---.L-------------------~----" ----------------------------"·----------~ -5-0" MIN. CLR. LANDING ) I ,, ) ·, ( J ' c--------------___ ., __ --- FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT_ GRADE 12'-81/2" i 24'-91/2" I 15'-51/2" 6'-111/2" +-~--------,,___,___,___=----i---~-------------i-28'·51/2" 14'·01/2" 5'·111/2" 18'·71/2" 10'·91/2" -----------+~---+------~-i------~~-~---. ·---+--~---~~~-···· --1 MIN. 3" CLEARANCE BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.8./STUCCO, TYP. PLYWOOD SHEATHING/M.B./STUCCO, TYP. ------+---. ··~. O'·O" REAR YARD / ' \ ·, ,. \ \ i ! (1·····1"\ ' " \ ',.,__ I . ' ,,___ ---,• /---~\ }-. / \. SETBACK ····--------+--l~ ' . ...-=,-=----------•• .. r K D. ------[~lrYP. -- B10 ~ LAUNDRY ~ p TRY SH LVES @ A A 1 ' /MW. -- KITCHEN gw,o~ K SIM. __L J A·4 TYP. ~---0'-0" SIDE YARD SETBACK '.-----G ' . G TYP. 137'-9 1/2" '0 ' ~·+--'----W-~..,-.---+~-~~--~-~-----'- @ TRY "-551 -I a_l A >-----i!!-<i)"' I ~ B12 - D D ~ B13 -~ B14 ~ -----.... -- oSIM~ ~ -816 ~ BEDROOM#3 [2E. i_e] -. ---.. -! " ~ 817 A ,-_,. ~ B20 12' -3112" OFFICE/BEDROOM OPTION l2E·141 27 AD-2 TYP .. 1 o. AD,1 TYP. ~ 821 ~ ~iNl~G rr ~""'~ I' AD-1 A >--+--l!l D I I It . L_ ______________ _ I: I , ,--' --; ... J. 'i iJ --1 I T ' 12'-81/2" ~ 809 ~ ENTERTAINING ~ TERRACE gw.o~ .... I D D -- ' --____ , __ ------------- 1--, ' .. , 05 I ------i ' i----. : I _-_, 'I --' \ I 'j ' ' ! I GREATR~O . i gw.orj Ii 24' -4" D AD-1 TYP. 0- -37' -6" TYP. !-.-.-.-: .. ----------~----·~--· ----.-.. -.. -.-.. -.. -.-__ ---------------~---· ---.-----~-~: - E B "3£31 I CL ~ 155 - B I I I Cl-o POWDER BAT B HALLWAY [_w.oj A>--1!! C A ,, A >+---<lei F iijl • -----e,~-,--~-~-- MASTER CLOSET ~ F--ICL gw.1~ I iii ' . B ,_ _ __.,, 9,0" .. :~__j i: YP Tl @ ~c f-l A f~ .MASTER BEDROOM ~ A ii [i_w.1iJ T A I ' - B ' 1S/2P @ @ Cl-o F0 B 1S/2P 8' -O" F Cl-o ci iijl ASTER CLOSE l2E·12] "-N · -"' . Cl-o F C.:-a_l!l---.f A 155 - A B HALLWAY l2E·081 15' -3" ! --· .=· MASTER BEDROOM 12~-101 11 "· . B I iN ' ' lD i-...- A,_ _ _,, ~I I A Tl CP B ~,D 7' -O" IT 2W STORAGE~ -+<E gw.i,j «> - ----------. -----------·----.. __ ! " D ' 0 SIM. (2x4 FRAMING) - z 0 ~ 5 UJ 0 " ~ f-UJ "' F ---------r··- 1@··· i ... ""i .... --------,_ 14 AD-1 TYP. -.. -.-------.-... ,_ ----~ ----'~.-..:,-,---,--,,,i,,_..,..,,__~·--------_'.'"'.'"-: ______ ":"_:_ __ ~----~-------- 0'·0" SIDE YARD SETBACK FROM 10'·0" STREET DEDICATION --F----------- . -Ir_-_.-- 4'-61/2"' i+-~,~/~ MASTER BATHRO M ;0\ '? [2E-11I / SIM. @ MASTER TERRACE ~E:131 ----------- A·4 . j __ -----_____ l -i .... ! SECOND FLOOR PLAN -NOTED 3/16":::: 1'-0" THIS DRAWING@ 3/16" = 1'-0" SCALE ~-----------------------~--MIN. 4" CLEARANCE ALONG SOUTH P.L. BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO A LOW CLEARANCE FOR EXT_ SIDE DINING :: -! [2~~~ 'LI i. GREAT~OOM !2E-~~~-----: ' --------·T: 20' · O". 15 AD-1 B I I i . ' Ii --·-' G TYP. 21' -8" ==-,;··,·Sc0?3~---+-2-N_D_F-LO_O_R ________ -··------ B B AD-1 : TYP. BREEZEWAY "' 102:02] . -------------- @ LAUNDRY l2E·051 ~ ".' -9 TYP.- G i SIM@ 1o ,~~ EAST ST Al RWE LL B SIM. D >---- D ~ 803 "'--v' D SIM. , ___ ---J D ---. -Ir_·_ -- 102.01 I D @ --------_I __ SIM. 7 TYP. - EXT. GRADE PLYWOOD SHEATHING/ .B./STUCCO/STONE VENEER, TYP -~-----·------·-" --------~ I I I I I I I TYP, 10' -O" F.Y.S.8.-, (UPPER STORIES ONL ".) I .AD-1 ~! I I i -+~~ -'' , ' ,-/ ' I <,"•. " ,,., /,/ I ,,\,-, -..._,,. ,./ ~ <1 ~ ENTERTAINING TERRACE l2E·06j /,'.'·-_,---· . ' ' '( / " ' Lei -._ \ ' I '' \ \> ., \ ' 3 A·6.2 ~A·41 TYP. ~----O'-O"FRONTYARD SETBACK (GROUND FLOOR COMMERCIAL ONLY). I ~-c"---LINE OF 10'-0" F.Y.S.B. TYP . / I -It FOR CEILING DROP SOFFITS ON PLAN, SEE SHEETS AL-1 & AL-2, TYP. KEYNOTES 1 INSTALL HEADER AND R.O. TO MATCH DOOR#41 FOR FUTURE BEDROOM ACCESS TO BATHROOM. INFILL FRAMING WITHIN R.O. W/ R-11 MIN. BATT INSULATION W/ G.W.B. EITHER SIDE, TYP. 2 ELEVATOR: THYSSEN KRUPP ENDURA 3500 BELOW GROUND HYDRAULIC ELEVATOR WITH 4'-0" MIN. PIT DEPTH ANO 3'·6" SIDE OPENING DOOR TO ACCOMODATE 84" STRETCHER PER IBC. 8'-4" x 6'-11" MIN. CLEAR HOISTWAY DIMENSIONS WITH FRONT LOADING. SAFETY BEAM REQUIRED PER OSHA 1926.502. 13'·3" OVERHEAD PROVIDED @4TH FLOOR (12'·0" MIN. REQUIRED). ELEVATOR TO BE INSTALLED PER CBC 1009.4, TYP. 3 ADD RC·1 HAT CHANNEL AND (IF NECESSARY) EXTRA LA YER OF TYPE 'X' DRYWALL TO FLUSH OUT WITH ADJACENT WALL TYPE, TYP. 4 2x4 FRAMING INSTEAD OF 2x6 FRAMING AS INDICATED IN WALL TYPE. 5 NO G.W.B. REQUIRED INSIDE OF CHASE SPACE. 6 EMERGENCY EXIT CORRIDOR BELOW. 7 GLASS GAURDRAIL BELOW, TYP . 8 HANDRAIL@ 34"-38" ABOVE TREAD NOSING PER CBC 1014.2 WITH 1'-0" EXTENSIONS AT TOP AND BOTTOM OF STAIR RUN PER DETAIL 'CC', SHEET AH-4 9 STAIR TREADS: STEPSTONE INC. STANDARD STEPTREAD CLOSED RISER MODERN PROFILE WITH BLACK AGGREGATE WARNING STRIPE OR EQUIVALENT AS SELECTED BY OWNER. PRECAST CONCRETE TREADS OVER STEEL SUPPORT STRINGERS PER STRUCTURAL. STAIR TREAD INSTALLATION PER MFG. INSTALLATION INSTRUCTIONS, TYP. 10 ADD 2x4@ 16" O.C. NON-STRUCTURAL FURR-OUT WALL TO EXT./INT. SIDE OF 2x6 STRUCTURAL WALL FOR ROUTING OF DECK DRAIN PIPES PER SHEETS A-0.1 & A-0.2, TYP. 11 SHEAR PANEL BOTH SIDE OF 2x6 FRAME WALL PER STRUCTURAL DRAWINGS UNDERNEATH M.B. & FINISH STUCCO, TYP. 12 CLOSETCASEWORK-- 1S/1P: 1 SHELF/ 1 POLE 1S/2P: 1 SHELF/ 2 POLES 13 STEEL ANGLE AND PLATE PER DETAIL#() SHEET AD·(). STEEL PLATE TO BE INSTALLED AND CUT AFTER CAR LIFT INSTALLATION, TYP. WALL TYPES A NON-RATED INTERIOR PARTITION WALL: G.W.8. 0/ 2x4 FRAMING@ 16" 0.C. PER STRUCTURAL DRAWINGS 0/ G.W.8. (OWNER TO DETERMINE IF SOUND INSUL.) B NON-RATED INTERIOR PARTITION WALL: G.W.B. 0/ 2x6 FRAMING@ 16" 0.C. PER STRUCTURAL DRAWINGS 0/ G.WB. (OWNER TO DETERMINE IF SOUND INSUL) C 1 HR. RATED INTERIOR DEMISING/PARTY WALL (STC 54 PER UL.U341): BOTH SIDES G.W.B. TYPE 'X' 0/ PLYWOOD SHEATHING SHEAR PANELS IF REQ'D PER STRUCTURAL DRAWINGS 0/ DOUBLE ROW 2x4 FRAMING@ 16" O.C. W/ R-19 MIN. INSULATION IN EACH ROWW/ 1" MIN. AIR GAP BETWEEN STUD ROWS, TYP. D 1 HR. RATED EXTERIOR WALL: INT. SIDE G.WB. TYPE 'X' 0/ 2x6 FRAMING@ 16" O.C. PER STRUCTURAL DRAWINGS WITH R-19 MIN. BATT INSULATION 0/ PLYWOOD SHEATHING OJ M.B. 0/ STUCCO SCRATCH/BROWN/SAND FINISH COAT, TYP. E 1 HR. RATED INTERIOR WALL: G.W.B. TYPE 'X' BOTH SIDES 0/ 2x6 FRAMING@ 16" O.C. PER STRUCTURAL DRAWINGS WITH R-19 MIN. BATT INSULATION, TYP. F 1 HR RATED EXTERIOR WALL: INT. SIDE G.W.B. TYPE 'X' 0/2X6 FRAMING@ 16" O.C. PER STRUCTURAL W/ R"19 MIN. BATT INSULATION 0/ PLYWOOD SHEATHING 0/ M.B. 0/ STUCCO SCRATCH/BROWN COAT WITH EXT FINISH CREATIVE MINES BRAND "SANDOLLAR CRAFT URBAN RECTANGLE" OR EQUIVALENT TEXTURED TILE AS SELECTED BY OWNER, TYP. G 1 HR RATED EXTERIOR WALL: FINISH BOTH SIDES 7/8" MAX. THICKNESS STUCCO SCRATCH/BROWN/SAND FINISH COAT 0/ M.B. 0/ 1/2" MAX. THICKNESS EXT. GRADE PLYWOOD SHEATHING 0/ 2x6 STUDS@ 16" O.C. PER STRUCTURAL DRAWINGS, TYP. PLYWOOD SHEATHING NOT NECESSARY ON INT. SIDE OF WALL. H 1 HR RATED EXTERIOR WALL: INT. SIDE STUCCO SCRATCH/BROWN/SAND FINISH COAT Of M.B. 0/ 2x6 STUDS@ 16" O.C. PER STRUCTURAL DRAWINGS 0/ EXT. GRADE PLYWOOD SHEATHING 0/ M.B. 0/ EXT, SIDE STUCCO SCRATCH/BROWN COAT WITH EXT. FINISH CREATIVE MINES BRAND "SANDOLLAR CRAFT URBAN RECTANGLE" OR EQUIVALENT TEXTURED TILE AS SELECTED BY OWNER, TYP. J 2 HR. RATED EXTERIOR WALL (STC 58 PER UL-U-301): INT. SIDE (UNIT INTERIOR) TWO (2) LAYERS G.WB. TYPE 'X' 0/ RC·1 CHANNELS 0/ PLYWOOD SHEATHING SHEAR PANEL IF REQ'D PER STRUCTURAL DRAWINGS 0/ 2x6 STUDS@ 16" O.C. PER STRUCTURAL DRAWINGS W/ R-19 MIN. INSULATION 0/TWO (2) LAYER G.W.B. TYPE 'X', TYP. K 2 HR. RATED EXTERIOR WALL: INT. SIDE TWO (2) LAYERS G.W.B. TYPE 'X' 0/ 2x6 STUDS@ 16" O.C. PER STRUCTURAL DRAWINGS W/ R·19 MIN. BATT INSULATION 0/ EXT. SIDE EXT. GRADE 1/2" MAX. THICKNESS PLYWOOD 0/ M.B. 0/ 7/8" MAX THICKNESS STUCCO SCRATCH/BROWN/SAND FINISH STUCCO, TYP. L 1 HR. RATED EXTERIOR WALL: INT. SIDE TYPE 'X' G.W.B. Of 2x6 FRAMING@ 16" O.C. W/ R-19 MIN. INSULATION 0/ PLYWOOD SHEATHING 0/ 2x6 FURR OUT FRAMING ATTACHED PER STRUCTURAL DETAILS 0/ EXT. GRADE PLYWOOD SHEATHING 0/ M.B. 0/ STUCCO SCRATCH/BROWN/SAND FINISH COAT, TYP. M 2 HR. RATED EXTERIOR WALL: INT. SIDE TWO (2) LAYERS G,W.B. TYPE 'X' 0/ 2 1/2" USG C-H STUDS 25 GAUGE MIN.@ 16" O.C. PER STRUCTURAL DRAWINGS W/ BATT INSULATION 0/ EXT. SIDE M.B. 0/ 7/8" MAX THICKNESS STUCCO SCRATCH/BROWN/SAND FINISH STUCCO, TYP . NOTE: STRUCTURAL CONCRETE CAST IN PLACE STEM WALLS, UNDERGROUND LIFT WALLS, AND RAISED PLANTER WALLS PER STRUCTURAL DRAWINGS, TYP. SQUARE FEET CALULATIONS COMMERCIAL SPACE: • INTERIOR CONDITIONED: 905 S.F. WEST UNIT: (2ND FLOOR) • INTERIOR CONDITIONED: 2,119 S.F. • EXTERIOR DEKS (STORAGE INCLUDED): 468 SF EAST UNIT: (2ND FLOOR} • INTERIOR CONDITIONED: 2,240 S.F. • EXTERIOR DECKS: 461 S.F. ARCHITECTURAL LEGEND 0 0 [2] 0 ~ ~ ~A·1 ® Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation NewWa!I Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This documen1 is !he property of Jahn S. Beery, Architect, A.I.A. Any unauthorized use or reproduction of this document, in whole or part, is prohibited. u, :e· :::, -z -:e 0 C z 0 0 z 0 u, -C <( :e z 0 >< -u, 1-w w 0::: <( 1-() (J) -zO 0 <( (J) Ill -Cl) 0 _J <( 0::: ~ <( LC) () O') 0 C'0 REVISIONS By --·----------! Date 2018.07.11 Scale 3/1611 = 11-011 Drawn By BPB/MR Job No . 1615 Sheet Name MAIN & SECOND FLOOR PLANS • NOTED I have reviewed these construction documents and have approved thelr contents as Including all of e Sheet No. design aspects I had previously authorized. I understand my project will be constructed as specifi b these construction documents A-1 Signature Date A B C D I MIN. 5" CLEARANCE BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO, TYP. ----~ 1 ,/ 2 3 ( CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 .,..--- / -. \ I,'\. !··-) I " -J ./ ( ' \._ ------------------MIN. 3" CLEARANCE BETWEEN EXT. 137'-91/2" 12· -a 112" 24• -9 112" 1s· -s 112" f--------~+---------'c-----"74-.. \-~-~3=4---+-!-.... __ _ 6' -11 1/2" 28' -5 1/2" --+-14 .. , ...... 0 .. 1/ .. 2' .. ' -------------~---5,-_ .. 1 .. 1 .. 1 .. /2 .. ,,--'---------.. 18 .. , ...... 7 .. 1/ .. 2 .. " ----/'------·----,---·--· ----·10:·~ .. 9 .. 1 .. /2 .. ,,-+---•~ ~~~\iF i~~~~~t:fA~~~~~~ty .. -~ .... ---+--------------/----!-.. -............. --+-----< EXT SIDE EXT. GRADE PLYWOOD TRUE NORTH Q' .. Q" REAR YARD ,\ / 1/ •• --' ,,., \ ' .. ;< !" ,../ SETBACK ...... -----+-+--..__ T ...... lt- "' - D LAUNDRY ll.i.•lo~ A ' -l , _ _L __ :_ J ___ I I I ![ .. i DINING • I ~'Ai .. o~ 1t ! I u I ' \ . . ---I -' 11· I -H -··1 I -- ------! _I ~ C10 ~ @ A D 4'-6"CLR. ~ LANDING AD-4 TYP. K SIM. r T T I I ···1 . ! "····-' I I .... KITCHEN fuw .. o~ [Zltifi1 1!1 r . I • I : --·-I t---=---1 .. r I - ~ C11 .... 7 J E y K fuw .. 011 SIM. [D-/ B @ l M ' A~="M---<A N @ r ;= --\---+-------+-----------------......... -------1- D .~ C12 ~ .. ----------- ~ C13 ~ ---i GP Tl @ D 32 AD-3 I TYP. - .---.. - ~ -C16 ~ 1-·------ i 0 8EDRQOM•#3 [is-::1sJ B C / / L Q' .. Q" SIDE YARD SETBACK -It·----1 ~ C17 ~ --I -- i D D ~ C19 ~ Tl GP a.. 0 ~ C20 ~ .. 12• .. 31/2" OFFICE/BEDROOM ! OPTION A A [3_E-13[ B HALLWAY B 32 AD-3 TYP. -- D ~ ~ C21 C22 ~ ~ B B K -- 21'-8" - 3RDFLOOR k BREEZEWAY b, 103:021 '-0-L __ _ ELEVATOR Q Je .. i< .. 1--L"'J 3 .. 00 J /, J / REF/ FRZ 0/M.W . .. t ---- /25'- I I SHEATHING/M.B./STUCCO, TYP. - 7l -+.--+..-31~SIM. ! ft AD .. 3 I 1Q' .. Q"F.Y.S.B. !-- I I I It REFERENCE NORTH Mli,CM'. -+----12 .. · ...... " .. 1 .. ,2 .. " .... ::.... ............... -+-+-+---------.. l··~. __ 2!4' -!-~"- I I: · B ~w .. oj @ A C _,...1J€-ofil B ;= B HALLWAY l3E .. Q71 ' J 1 i J ; .. ~IM i I ~ ~: --+<D I ~ --<D I I SIM. MIN. 3" CLEARANCE BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT SIDE EXT. GRADE PLYWOOD SHEATHING/ M.B. / ( ... I ( • ' _) I . _____ / STUCCO, TYP. ----------'-+---~ (-;~t~\ \ vC-/ " I '--' .. TYP. THIS DRAWING @ 3/16" = 1 '-0" SCALE @ -~IM. :: L .. 13'-51/2" .D ...... ----------11 I I II : -.. \; \ \\ I ,. ! ", i ·-... ---<·;y ENTERTAINING TERRACE ful/\':Q~ i I I 1 i' ......... _ ,J :-------' @ ] I I ' L I •' ' I i '-G! ---------, -i ' -1 i ' ' i I · --' GREAT i:tooM· ... ~w .. o~ @ D -It ----I I MIN. 4" CLEARANCE ALONG sour~ P.L. BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO/STONE 22 AQ .. 2 TYP. VENEER,TYP -------------- POWDER BAT ROOM @ ;= a.. 0 B >----Jii __ ----·-1 A D / D ,___ .. SIM. -- jL~--,, 11 ·, ii I.I~ N ' in I l. -A ----·1:MASTER BEDROOM ~p Tl I' ~w .. 1tj I :1 ------------j r -----"i 15'-111/2" V , ...... n E ~ .. C08 .... --~ C07 F MASTER CLOSET A fl/\':i~ A ® ~ ~ C06 F --It---~-----It-- THIRD FLOOR PLAN -NOTED 3/16" = 1' .. Q" MIN. 5" CLEARANCE BETWEEN EXT. FACE OF FRAMING :~ --.,\ ( / ---" ' /. --'\ AND PROPERTY LINE TO ALLOW CLEARANCE FOR !""\ ) \_ ) \ /' EXT. SIDE EXT. GRADE PLYWOOD ··· "° ' SHEATHING/M.B./STUCCO, TYP. ----------~------------~---~------====~~============-===============.::.::_..,,._ __ .. · ... ·L1·--_ 1 S/2P 1S/2P ----·-- MASTER CLOSET -··1 I .... a.. l3E .. 12I a.. iill lvJ @ a.. 0 ;= A a.. . lvJ a.. 0 @ Tl GP -d/, MASTER BAT l3E .. 1 TI ~ cos ~ F ' 0 I @ 15' -3" ______ ................... . ' I ' I ---------- MASTER BEDROOM A I f3E .. 09J B MASTER TERRACE 3E-10 I - F TYP. MIN. 4" CLEARANCE ALONG SOUTH P.L. BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW c,EARANCE FOR -~ EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO/STONE VENEER, TYP --~ ---It- 137' -9 1/2" r' DINING .i. [it03J : ______ .. D ii 'I I ,: - 1-.. : I i I I ' ,. . ' I I' ' G~IIT ROOM :1 , .. ·= ! ''i313:2SJ .. _ .. : i I' I ... ' ~-:.: D _I_ ! , 20' -O" ' .. \ i I . l ! ii I ' I ' I D D D SIM. ) / .... .. / ~ .. .. :=I 26 w~I I I -"1 KITCHEN 13@ @ ENTERTAINING TERRACE [3E .. o6I ::= --= -----,I • : i I I ; . ______ J ! I I I I I I --. .. .. . ....... + 22 AD-2 TYP. --It TYP. - I It I I ---0'-0" FRONT YARD SETBACK (GROUND FLOOR COMMERCIAL ONLY). '-.._ ___ ... I __ .. LINE OF 1Q' .. Q" F.Y.S.B. TYP. I I (,! '· ', ./ ~--·-t1-----------------MIN. 5" CLEARANCE BETWEEN EXT. I FACE OF FRAMING AND PROPERTY 12'-81/2" 24' -9 1/2" 15' -51/2" 6' -111/2" 28' -5 1/2" 14' -0 1/2" 5' .. 111/2" .. ~,--~--"I--.............. ----~ 18'-71/2" --+----1-1Q' .. 91/2" ----.......... -1 LINE TO ALLOW CLEARANCE FDR EXT SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO, TYP. i {)"'J ·:------' ' ',) \ __,/ Q' .. Q" REAR YARD SETBACK---- <v-r I • p @ D ~ D09 ~ L..;;='.-~· J .. BEDROOM#2 BATHROOM ew:i~ 1S/2P ® BEDROOM#2 ~w..ij 34 K AD .. 4 TYP. G ~ I J I ---------- MIN. 3ll CLEARANCE BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUC CO, TYP. ( •. \,_ / .--. ' : J I ' _/ f.- C'l lO "' ·,) ~ TYP I ) MIN. 4" CLEARANCE ALONG SOUTH P.L. BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHlNG/M.8./STUCCO/STONE VENEER, TYP ------1-~ FOURTH FLOOR PLAN -NOTED 3/16" = 1'-0" I 12' .. 81/2" ~ 12· -8 112" I~ /)'-,' .- 1 I I 1 . ,.-/ ENTERTAINING I TERRACE fiw .. Tg I 'I .. I !IL- i I ,,_~:-_·_:_:_ -_ :i @ 24' -4" r·------·-1 r.-r· . ... i .. ' :; I -. ---1 -+<D SI~ \.'' :--~,--_ ® : I 7 I !__ u I r ;· -I ,i; I I.· .... I I I I I I ' . , IGREAT ROOM I ' I : i Hv-i .. o~ i ' I ' I , I . , I, • ... f : .. : .... ],~ ----_I .. I J ... --. --------.J I ;_j _/ @]TYP. B ,___ .. D . '\ @ "' i ' TYP. LINE OF ROOF ABOVE' TYP. U.O.N. '---Q' .. Q" SIDE YARD SETBACK FROM 10'-0" STREET DEDICATION ---It.------- THIS DRAWING @ 3/16" = 1 '-0" SCALE ~----.... - CLOSET e\/1/,2~ 10'-81/2" STORAGE~ &w .. oij ;; ' -O" B B B (9_1) POWDER BAT ROOM r --Q !I A jj !I I! l N MASTER BEDROOM I ~ &w .. ]!9 ' .. I J"' ~ ........ i 1--~--t~-- 1 I 1· -----! --- ! ! A ~ 32 AD-3 TYP. --1 i I D D @ ' GP Tl @ 0 ...... L ... MASTER BATH / _,,...__ i _,,...__ A .. 4 -It-- HALLWA ~E .. 051 1S/2P 1S/2P MASTER CLOSET ~E:~2] ec1 ~I a.. 0 A LINE OF ROOF ABOVE , TYP. U.O.N. ;= 0.. 0 @ DNING i I -04 " ,, .. -.. ' B 13' ~ 8"" 1~11-~---.. -+----~-+m I~ ...... 00 I , ~ I • MASTER BEDROOM ~ ~e .. ToJ ;i: I Tl GP ~ D04 @ ~ --D07 -~-----D06---' 005------------------i--'!"~'c'.c;'-;--tv------:-'-"J----~~-t-~--~'1--' - D D 83.71 31 ~--0'-0" SI E YARD SETBACK - -- D ·-lF'" i I II, .i I ' SOFFIT ,'~ / ),, / ,'/ .-,, -(' -u --7 I ®! 19 TYP. AD-3 TYP. TYP. --It -- AD .. 2 TYP. -- MIN. 4" CLEARANCE ALONG SOUTH P.L. BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD --It.--- 32 ! AD-3 TYP. I ---' _It__~ ··=0 D ENTRY l4E .. 01j Tl GP D 4TH FLOOR BREEZEWAY_ 16_.:o] ' / @~ ELE@.TOR /7~' J BEDROOM#2 l4E .. 131 i I 11 ;; . 12' -O" ~ I \ I 1 .. .... 8371~ 27 I AD .. 2 TYP. -. -r "' EAST STAIRWELL 104 .. oil 1~gr .. ·· '1 I: • ; ' Ii ---_ J __ ! \ ---- J I I- I I I I I I I --"It 10' .. O" F.Y.S.B. I I ~ ... . . . I .. I It I LINE OF 1Q' .. Q" F.Y.S.B. TYP. ~ ............ Q' .. Q" FRONT YARD ~ SETBACK (GROUND FLOOR COMMERCIAL ONLY). ..illlllllA .. 41 ~ -------------- I I I It ~~,, ......... -~. I TYP. I ~----< .. ____ .. MIN. 3" CLEARANCE BETWEEN EXT. I It FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT, GRADE PLYWOOD SHEATHING/M.B./STUCCO, TYP. .. _! --""""~~~-rt .. ~-~ .... ~-~-"'-=~-==--=--=----=""'""! I 83~ 23 AD .. 2 TYP. LINE OF ROOF EAVE ABOVE, TYP. U.O.N. 83.71$- --It - I I SHEATHING/M.B./STUCCO/STONE VENEER, TYP ...... ----e----------------------'---_; FOR CEILING DROP SOFFITS ON PLAN, SEE SHEETS AL-1 & AL-2, TYP. KEYNOTES 1 GLASS GUARDRAIL BELOW, TYP . 2 NOTUSED 3 ADD RC .. 1 HAT CHANNEL AND (IF NECESSARY) EXTRA LAYER OF TYPE 'X' DRYWALL TO FLUSH OUT WITH ADJACENT WALL TYPE, TYP. 4 2x4 FRAMING INSTEAD OF 2x6 FRAMING AS INDICATED IN WALL TYPE. 5 NO G.VV.B. REQUIRED INSIDE OF CHASE SPACE. 8 STAIR TREADS: STEPSTONE INC. STANDARD STEPTREAD CLOSED RISER MODERN PROFILE WITH BLACK AGGREGATE WARNING STRIPE OR EQUIVALENT AS SELECTED BY OWNER. PRECAST CONCRETE TREADS OVER STEEL SUPPORT STRINGERS PER STRUCTURAL. STAIR TREAD INSTALLATION PER MFG. INSTALLATION INSTRUCTIONS, TYP. 9 HANDRAIL@ 34" .. 38" ABOVE TREAD NOSING PER CBC 1014.2 WITH 1'-0" EXTENSIONS AT TOP AND BOTTOM OF STAIR RUN PER DETAIL 'CC', SHEET AH-4 10 ELEVATOR: THYSSEN KRUPP ENDURA 3500 BELOW GROUND HYDRAULIC ELEVATOR WITH 4'-0" MIN. PIT DEPTH AND 3'-6" SlDE OPENING DOOR TO ACCOMODATE 84" STRETCHER PER IBC. 8'--4" X 6'-11" MIN. CLEAR HOISTWAY DIMENSIONS WITH FRONT LOADING. SAFETY BEAM REQUIRED PER OSHA 1926.502. 13' .. 3" OVERHEAD PROVIDED@ 4TH FLOOR (12' .. Q" MIN. REQUIRED). ELEVATOR TO BE INSTALLED PER CBC 1009.4, TYP. 11 ADD 2x4@ 16" O.C, NON-STRUCTURAL FURR-OUT WALL TO EXT. SIDE OF 2x6 STRUCTURAL WALL FOR ROUTING OF DECK DRAIN PIPES PER SHEETS A-0.1 & A-0.2, TYP. 12 CLOSET CASEWORK- 1 S/1 P: 1 SHELF/ 1 POLE 1S/2P: 1 SHELF/ 2 POLES WALL TYPES A NON-RATED INTERIOR PARTITION WALL: G.W.B. 0/ 2x4 FRAMING@ 16" O.C. PER STRUCTURAL DRAWINGS 0/ G.WB. (OWNER TO DETERMINE IF SOUND INSUL.) B NON-RATED INTERIOR PARTITION WALL: G.W.B. 0/ 2x6 FRAMING@ 16" O.C. PER STRUCTURAL DRAWINGS 0/ G.W.B. (OWNER TO DETERMINE IF SOUND INSUL.) C 1 HR. RATED INTERIOR DEMISING/PARTY WALL (STC 54 PER UL-U341): BOTH SIDES G.W.B. TYPE 'X' 0/ PLYWOOD SHEATHING SHEAR PANELS IF REQ'D PER STRUCTURAL DRAWINGS 0/ DOUBLE ROW 2x4 FRAMING@ 16" O.C. WI R .. 19 MIN. INSULATION IN EACH ROWW/ 1" MIN. AIR GAP BETWEEN STUD ROWS, TYP. D 1 HR. RATED EXTERIOR WALL: INT. SIDE G.W.B. TYPE 'X' 0/ 2x6 FRAMING@ 16" O.C. PER STRUCTURAL DRAWINGS WITH R-19 MIN. BATT INSULATION 0/ PLYWOOD SHEATHING 0/ M.B. 0/ STUCCO SCRATCH/BROWN/SAND FINISH COAT, TYP. E 1 HR. RATED INTERIOR WALL: G.W.B. TYPE 'X' BOTH SIDES 0/ 2x6 FRAMING@ 16" O.C. PER STRUCTURAL DRAWINGS WITH R-19 MIN. BATT INSULATION, TYP. F 1 HR. RATED EXTERIOR WALL: INT. SIDE G.W.B. TYPE 'X' 0/ 2X6 FRAMING@ 16" O.C. PER STRUCTURAL W/ R-19 MIN. BATT INSULATION 0/ PLYWOOD SHEATHING 0/ M.B. 0/ STUCCO SCRATCH/BROWN COAT WITH EXT. FINISH CREATIVE MINES BRAND "SANDOLLAR CRAFT URBAN RECTANGLE" OR EQUIVALENT TEXTURED TILE AS SELECTED BY OWNER, TYP. G 1 HR. RATED EXTERIOR WALL: FINISH BOTH SIDES 7/8" MAX. THICKNESS STUCCO SCRATCH/BROWN/SAND FINISH COAT 0/ M.B. 0/ 1/2" MAX. THICKNESS EXT. GRADE PLYWOOD SHEATHING 0/ 2x6 STUDS@ 16" O.C. PER STRUCTURAL DRAWINGS, TYP. PLYWOOD SHEATHING NOT NECESSARY ON INT. SIDE OF WALL. H 1 HR. RATED EXTERIOR WALL: INT. SIDE STUCCO SCRATCH/BROWN/SAND FINISH COAT 0/ M.B. 0/ 2x6 STUDS@ 16" O.C. PER STRUCTURAL DRAWINGS 0/ EXT. GRADE PLYWOOD SHEATHING 0/ M.B. 0/ EXT. SIDE STUCCO SCRATCH/BROWN COAT WITH EXT. FINISH CREATIVE MINES BRAND "SANDOLLAR CRAFT URBAN RECTANGLE" OR EQUIVALENT TEXTURED TILE AS SELECTED BY OWNER, TYP. J 2 HR. RATED EXTERIOR WALL (STC 58 PER UL-U-301): INT SIDE (UNIT INTERIOR) TWO (2) LAYERS G.W.B. TYPE 'X' 0/ Rc .. 1 CHANNELS 0/ PLYWOOD SHEATHING SHEAR PANEL IF REQ'D PER STRUCTURAL DRAWINGS 0/2x6 STUDS@ 16" 0.C. PER STRUCTURAL DRAWINGS W/ R-19 MIN. INSULATION 0/TWO {2) LAYER G.W.B. TYPE 'X', TYP. K 2 HR RATED EXTERIOR WALL: INT. SIDE TWO (2) LAYERS G.W.B. TYPE 'X' 0/2x6 STUDS@ 16" O.C. PER STRUCTURAL DRAWINGS W/ R .. 19 MIN. BATT INSULATION 0/ EXT. SIDE EXT. GRADE 1/2" MAX. THICKNESS PLYWOOD 0/ M.B. 0/ 7/8" MAX THICKNESS STUCCO SCRATCH/BROWN/SAND FINISH STUCCO, TYP. L 1 HR. RATED EXTERIOR WALL: INT. SIDE TYPE 'X' G.WB. 0/ 2x6 FRAMING@ 16" O.C. W/ R .. 19 MIN. INSULATION 0/ PLYWOOD SHEATHING 0/2x6 FURR OUT FRAMING ATTACHED PER STRUCTURAL DETAILS 0/ EXT. GRADE PLYWOOD SHEATHING 0/ M.B. 0/ STUCCO SCRATCH/BROWN/SAND FINISH COAT, TYP. M 2 HR. RATED EXTERIOR WALL: INT. SIDE TWO (2) LAYERS G.W.B. TYPE 'X' 0/ 2 1/2" USG C-H STUDS 25 GAUGE MIN.@ 1611 O.C. PER STRUCTURAL DRAWINGS W/ BATT INSULATION 0/ EXT. SIDE M.B. 0/7/8" MAX THICKNESS STUCCO SCRATCH/BROWN/SAND FINISH STUCCO, TYP. NOTE: STRUCTURAL CONCRETE CAST IN PLACE STEM WALLS, UNDERGROUND LIFT WALLS, AND RAISED PLANTER WALLS PER STRUCTURAL DRAWINGS, TYP. SQUARE FEET CALULATIONS WEST UNIT: (3RD FLOOR) INTERIOR CONDITIONED: 2,119 S.F. EXTERIOR DECKS: 501.75 S.F. EAST UNIT: (3RD FLOOR) INTERIOR CONDITIONED: 2,111 S.F. EXTERIOR DECKS: 271 S.F. WEST UNIT: (4TH FLOOR) INTERIOR CONDITIONED: 2,101 S.F . EXTERIOR DECKS: 501 S.F. EAST UNIT, (4TH FLOOR) INTERIOR CONDITIONED: 1,879 S.F. EXTERIOR DECKS:496 S.F. ARCHITECTURAL LEGEND 0 0 [iJ 0- ~ ~ ~ A .. 1 @ Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. ARCHITECTURE! DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Pa!mas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This document is 1he properly of John S. Beery. ArcMect, A.I.A. Any unauthorized use or reproduciion of this document, in whole or part, is prohibiled. u, :E :::, -z -:E 0 C z 0 0 z 0 u, -C <( :E z 0 >< -u, 1-w w 0:::: <( I-(_) Cf) ~ zO 0 <( Cf) co -Cf) 0 -l <( 0:::: ~<( LO (_) (j) 0 (") REVISIONS By Date 2018.07.11 Scale 3/16" = 1 '-0" Drawn By BPB Job No. 1615 Sheet Name THIRD & FOURTH FLOOR PLANS - NOTED I have reviewed 1hese construction documents and have approved their contents as including all or e Sheet No. design aspBC!$ I had previously authorized. I understand my project will be C<Jnstructed as specifi b these conslruC1ion documents A-2 Signature Dale A B C D 1 2 3 CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 PER 21.46.020, ELEVATOR AND STAIRWELL "TOWER" ALLOWED TO PROTRUDE ABOVE 45'-0" HEIGHT LIMIT FOR INTENDED CIRCULATION PURPOSE (ALLOWS FOR 13'-3" CLEAR INSIDE FROM FOURTH FLOOR TO CEILING PER ELEVATOR OPERATING REQUIRMENTS.) 1'-7" +/-PROTRUSION ABOVE EAST PROPERTY LINE HEIGHT LIMIT, TYP. TOWER DOES NOT ENCLOSE ANY ADDITIONAL SQUARE FOOTAGE, TYP. 12'-81/2" 24' -9 1/2" 25 AD-2 TYP. I / 15'-51/2" ---ROOF ACCESS HATCH (WITHIN STAIRWELL BELOW) TYP. !. ) 6'-111/2" 137'-91/2" . ,-·-· \ ' ! ~ ;' \ _./ • T . •, ! ! j ( \ \". __ ) ·-,-· ' ' -----------------~----------+-------------------·-;-:-c-;:;;---------j------c::-c--::c-:::-:--------------''""'------ccc-:--cc:c---------l 28'-51/2" 14'-01/2" 5'-111/2" 18'-71/2" 10'-91/2" --------------~---------------------------------~~ --t--------------l-.------1--------+ -----------1----------'~------I 91.78 18 AD-2 TYP. ~--+-0'-0" SIDE YARD SETBACK WATER DIVERTER/CRICKET 91.78 TRUE NORTH REFERENCE NORTH /,)--,\ ' l ·; \ \>"--,i.,/ $92.46 __ _ -·· --~l -- ,-, ··. 1r..~ ·"-~-- ' ---I[-__ --1---_....,. __ ---------~ - ---,11 · -- --I[---./ _95~96~ ( ·" /\ I \ ! ,-t ·----\ ,__, "" i \ ,/ CRICKET '') 7- ______ !_ ---_J "'l ---~ --- :--- L_ --LINE OF 10'-0" F.Y.S.B. TYP. \ / L I 0TYP i/t t1 l=::::::::=:::::_IDGPE-------+(\----------RIDGE-----;:===:---! - --' Q'. s1.3AD r-:;-i m@ ~ l2.JTYP. S 2 26 ,,,-----0'-0" FRONT YARD SETBACK (GROUND FLOOR COMMERCIAL ONLY). / ,r ( ) ,1.~ ' ;._ •. -.! "' F-- ~ in 25 AD-2 TYP. I I I[ TYP.0-- DRAIN TO WALL BELOW TO GARAGE CEILING, TYP.j 0rvP. CRICKET ~ l gi ;'; CRICKET -TYP [~}---- 3/8" I 12" r::-----71 --7'I 'I ' / I I ' / "g 11 ~ I / ' I I 3/8"/12" DRAIN ACROSS TO GRlDLINE #5 AND DOWN WALL TO GARAGE CEILING, TYP. AD-2 TYP. / 3/8" / 12" COMMERCIAL CONDENSOR 95.96 I 3 ITYP AD-2 TYP. 1/4"/12" I I· I I I I TYP. 1 O' -O" F.Y.S.8. -~A-41 __ -----------+--+I--DRAIN DOWN STAIRWELL _.,---WALL TO GRADE PER CIVIL t:,·1··. \ ~ UO) ' A41~ Ii~=~~/=='=-==---=-=~~"'rf"'--- 1 R.D. & O.F. 0TYP. _J 0::::---$ 0 . / ' / ' ,k... --~ ~ ' . -l 0::: -S:o f--U) zz UJ UJ R.D. &O.F. ----R.D.&O.F. I DRAWINGS. TYP. i ~ : !: ~--9-5-.96 ______ _ THIS DRAWING @ 3/16" = 1 '-0" SCALE ROOF PLAN 3/16" = 1'-0" I I[ . L THIS DRAWING @ 3/16" = 1 '-0" SCALE GARAGE LIFTS PIT LEVEL 3/16" = 1 '-0" WATER DIVERTER 18 SIM. AD-2 TYP. 91_.~~ CRICKET 92.46 CRICKET f--U) zz UJ UJ oo in z UJ 0 0::: u -- : g Cl u,Z !wO 'o:::u --' Q'. S:o f--U) zz UJW oo -z i:lo 90.88 _-l 0:::--$ o f--U) zz ww oo in z w 0 Q'. () TYP.0- RIDGE~. !l'. o -~ ! ::: I a ' -' RIDGE---:71 CRICKET 3/8" / 12" 92.46 '0TYP. -1 ----------- ' ' .91.81 w 0 Cl ii" 1" / 12" 18 AD-2 TYP. R.D. &O.F. -__ ---i] 90.31 I : I . ' ~-~..-I I_, i 11 I! I ' • I 1 I 11 i 1 I ,r, ·-':.< "-,"' / ' -," \ \ lt--,-,,---,---,--.,,-----,,.---'----,----,-----@---'------.l..----,t..,----,,--,,.-----l. ·,,. ~ \ .( I ·1 \:~ ,f 1: _-_:_·~·.-: __ :ii "\:~;.:--<-::>· r··-----------------------------! I-·---------- l I -I DRAIN ACROSS TO STAIRWELL WALL AND DOWN TO GRADE PER CIVIL DRAWINGS, TYP. '---------'-+---SCUPPER FROM TOWER ROOF TO ROOF BELOW, TYP. --... ---. -------, __ -..... ' .. --~-----..;,;.;.;.;· --------~---~----~---',-·----------------·· .. , --------------.. -, ----------=== ~ i !r -_-_ =_;;,....,; -i".-"',-==---------------------= ~ --i! ' --,- ---I[-- /----'-, ,r ('t(' '\ . -._ !\ '! I --------------------------\ .. _. -/ l b - -- ~--0'-0" SIDE YARD SETBACK FROM 10'-0" STREET DEDICATION -T PILASTER PER STRUCTURAL TYP.i _! ' --1[--- 92.46 A-4 ROOFTOP EQUIPMENT SIGHTLINES PER SHEETS A-4 & A-4.1 ELEVATIONS. ---Fr.-·-- I I = "FLAT" ROOF (FLAT DEFINED AS LESS THAN 1/2":12") 100% FLAT ROOF ALLOWED (NOT IN COASTAL OVERLAY OF VILLAGE REVIEW ZONE) PROPOSED: 5,265.53 S.F. TOTAL ROOF AREA PROPOSED FLAT (WITHIN PARAPET'S)= 1,955.76 S.F. / 5,449.29 = 35.89% FLAT ROOF PROPOSED SLOPED (3/4":12 OR GREATER)= 3,493.53 S.F. / 5,449.29 = 64.11% SLOPED ROOF 7' -111/2" /: 8' -~~WINGS, TYP .,..\ ---~~:-D 1/2" --------;-, ---8-' --1-0-" ----~~---1-5-' --3-.. ---~: 8', 10" -·--,\ 7', 111/2" i----------/'-r•--~.---~~------·-;_·~.~·---t---~~--------,-----,-+--3-,-_ -5,-, --3~5~:--, --------1-----·---:'-t--3-' _+5-.. ---3,-_-5·-.. -,-----'tc----~--i ! . . -·. •· ' . •. ... • ' 1-. ' i .' . . -~ . ---------. b . . - li'I\J X X X )< P< X X X ... ~ )< ·j i _J .· . . • , -.----'-' ~-~-~-lXJc,,-__ ~---_ ---i .• .,: I J EQUIPMENT SPACE X I). ,t...:. •. I ------ .. ·.• /----·-CAR PIT DRAIN. SLOPE CONCRETE FLOOR MIN. 1/4":12" TO CENTER DRAIN, TYP. -._ I'--.._______ CAST IN PLACE CONCRETE STRUCTURAL RETAINING WALL PER .. STRUCTURAL DRAWINGS AND DETAILS, TYP. c ['---..__ ----.____ LINE OF DRAINAGE TO CAR PIT SUMP-PUMP PIT, TYP. DRAIN SIZE, SLOPE. AND SUMP SYSTEM BY OTHERS, TYP. j 5'-0" 12'-01/2"i 11'-111/2" 11'-111/2" i 12'-0" 12'-1" 12'-81/2" !------+•--·--------------------+-----------!-----\-----------+---------+---------------+------------------- \ 72'-8' / f-o••--•---•--•--•---------------------\------------------+--------------------~---·--·-,.---.a-,----- L CMU BLOCK WALL PER / STRUCTURAL DRAWINGS AND DETAILS TYP. -·-------~ 1 2 3 4 KEYNOTES ROOFTOP CONDENSOR MECHANICAL UNIT MOUNTED ON TOP OF 6" CURB AND PLATFORM, TYP. UNIT(S) MECHANICAL ROOM BELOW FOR ROUTING OF MECHANICAL LINES/DUCTS FROM ROOFTOP MECH. EQUIPMENT, TYP ROOF MATERIAL: BUILT-UP ASPHALT ROOF ASSEMBLY TO BE CLASS "A" ROOF ASSEMBLY - ROOFING MEMBRANE BY CERTAINTEED "FLINTASTIC FR-P AND PREMIUM FR-P SBS" FIRE-RESISTANT MODIFIED BITUMEN PRODUCT ON NON-WOVEN POLYESTER BASE MAT, 4MM. AND 4,5. MM. W/ SBS COLD ADHESIVE. MINERAL GRANULES TOP SURFACE (WHITE ONLY) UL CLASS A ROOF 105 LB./RL. SPEC. NO. FRP-N-82, ICC ESR 1388, OR EQUIVALENT. PROVIDE COOL ROOF REFLECTIVE COATING OVER CAP SHEET. I.E. HENRY DURA BRITE WHITE ROOF COATING OR EQUIVALENT. INSTALL PER MANUFACTURERS RECOMMENDATIONS, TYP. ROOF DRAIN: ZURN 2163/164/165 COMBINATION MAIN ROOF AND OVERFLOW DRAIN INSTALLED AND WATERPROOFED PER MFG. INSTALLATION INSTRUCTIONS, TYP. MAIN AND OVERFLOW DRAIN AND PIPING TO BE SIZED BY OTHERS, TYP. GENERAL NOTES 1. NO SUSPENDED PIPES, FIXTURES OR OBSTRUCTIONS SHALL BE SUSPENDED BELOW THE GARAGE CEILING BELOW 56.54'. IF A GARAGE CEILING PIPE, FIXTURE OR OBSTRUCTION WILL EXTEND BELOW 56.54', THE ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION. ARCHITECTURAL LEGEND 0 0 0 0-- ~ ~ ~A-1 ® Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This document is the property of John S. Beery. Architect, A.I.A. Any unauthorized use or reproduction of this document, in whole or part. is prohibited. en :E ::, -z -:E 0 C z 0 0 z 0 en -C <C :E z 0 >< -en 1--w w Cl'.'. <( I-() (f) - zO 0 <( (/) co -(f) 0 _J <( Cl'.'. ~<( L{) 0 0) 0 ("l) REVISIONS By 2018.07.11 Scale 3/16" = 1 '-0" Drawn By BPB Job No. 1615 Sheet Name ROOF PLAN & CAR LIFT PIT PLAN I have revi!lWed these construction documents and have apprO\led tOOr i::ontents as Including all of e Sheet No. design aspects I had previously authorized. I understand my project will be constructed as specifi b these construction documents A-3 Signature bate A B C D 0'-0" REAR YARD SETBACK---, w " ~ "' I-<I) ~ a ~ " a "' "' u. " I-.,. :c "' [iJ :c "' z " ~ 5 al ~ " 0 It I 1 92.46 ···-~ 18 AD-2 TYP. SOUTH ELEVATION 3/16" = 1'-0" THIS DRAWING @ 3/16" = 1'-0" SCALE '----j 1Q TYP. LINE OF 10'-0" F.Y.S.B. TYP. ----- 2 ,---------UNE OF 45'-0" MAX HEIGHT ABOVE EXISTING GRADE (NO CHANGE IN GRADE)@ BUILDING EXTERIOR PERMITER, PER SECTION 21.04.065, 92.46 -.--·--L -'...,.-·-,_.,· .. ·• '£._ __ LANDSCAPE PLANTERS TYP. ----------------------,_ -~--PER 21.46.020 ROOFTOP MECHANICAL EQUIPMENT (CONDENSERS) ARE ALLOWED TO PROTRUDE ABOVE THE 45'-0" HEIGHT LIMIT, TYP. ------ .,,----j 8 TYP. TYP. TYP.· · '----j 10 TYP. ,,,,------PER 21.46.020, ELEVATOR AND STAIRWELL "TOWER" ALLOWED TO PROTRUDE ABOVE 45'-0" HEIGHT LIMIT FOR INTENDED CIRCULATION PURPOSE (ALLOWS FOR 13'-3" CLEAR INSIDE FROM FOURTH FLOOR TO CEILING PER ELEVATOR OPERATING REQUIRMENTS.) 1'-7" +/-PROTRUSION ABOVE EAST PROPERTY LINE HEIGHT LIMIT, TYP. TOWER DOES NOT ENCLOSE ANY ADDITIONAL SQUARE FOOTAGE, TYP. 91.81 6 TYP. , .. r;-i,·.·. ('.'), · .. L::'JTYP. - I 15 ·_, :. --~(1,1.J~:~-,_ . ·-\,·. 3 ~--<S TYP. TYP. 4 CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 ~---PER 21.46.020, ELEVATOR AND STAIRWELL "TOWER" ALLOWED TO PROTRUDE ABOVE 45'-0" HEIGHT LIMIT FOR INTENDED CIRCULATION PURPOSE (ALLOWS FOR 13'-3" CLEAR INSIDE FROM FOURTH FLOOR TO CEILING PER ELEVATOR OPERATING REQUIRMENTS.) 1'-7" +/-PROTRUSION ABOVE EAST PROPERTY LINE HEIGHT LIMIT, TYP. TOWER DOES NOT ENCLOSE ANY ADDITIONAL SQUARE FOOTAGE, TYP. TYP. I I I I 1-1 O' -O" FYS.B. It ·I 1 I 0rvP I It ·-,---- TYP. I ,,. '° .,. -~'._\ii -·---·-·-- ·.·.1~ ,,----MECHANICAL EQUIPMENT SIGHT LINE PER CITY OF CARLSBAD "POLICIES AND PROCEDURES" NUMBER 80-6. SIGHT LINE IS TAKEN FROM OPPOSITE SIDE OF STREET PROPOSED ROOFTOP MECHANICAL EQUIPMENT IS NOT VISIBLE PER THIS SIGHT LINE. b 0 --0 l'i, w " . ~--"' w z :J ~ w "' Cl. a 0 "' Cl. -t;; ;lj " a 8: I-:c "' [iJ I n'. ~ a t-;;; " ROOF -------90.21 FOURTH FLOOR --80.21 _THIRD FLOOR 4'\ 69.9iJl:Y __ SECONDFLOOR ., 59.7~1' BJP 0 ·-1 I, "L 1--1 ·I ,.,\_._j' _..,;..,.;,1, ,, .. ,.-, -r, ,.-, . ENTRY LEVEL -,r,.-,.,, .,., . l - ' I t, ! · ,! I · I · ·1 i'-· ~-·CJ""'L"'fJ .;;;,a;L ""'LJ...,• ~:t:;;;;.:~ --49.62 COMMERCIAL FLOOR LEVEL It I ---·-LINE OF 10'-0" FYS.B. TYP. -~~· 48.46 GAS METER LOCATION· DIAGRAMMATIC ONLY. CONTRACTOR/SUB-CONTRACTOR/UTILITY CONSUL TANT TO VERIFY GAS METER DIMENSIONS AND VERIFY THEY DO NOT PROTRUSE OVER P.L., TYP. 1-----------------------------------------------------------~----PER 21.46.020 ROOFTOP MECHANICAL .,,----0'-0" REAR YARD SETBACK MECHANICAL EQUIPMENT SIGHT LINE PER CITY OF CARLSBAD "POLICIES AND PROCEDURES" NUMBER 80-6. SIGHT LINE IS TAKEN FROM OPPOSITE SIDE OF STREET PROPOSED ROOFTOP MECHANICAL EQUIPMENT IS NOT VISIBLE PER THIS SIGHT LINE. t -.,,71 .,,, I--0 I l'i, -w "' ,,. .,, " l'i, --+-<( "'· w--"' " w ~ z :J "' ~ w z :J w ~ Cl. ~ I Cl. w ,,. Cl. t;; 0 "' '° ;lj • Cl. I .,. 0 I-" -<I) a -' ;lj "' N lL -v--~ -~,s---r 'i: ~ S2 u. It w I-I :c I "' S2 z w 0 I ~ "' 5 z al 0 ;;; ~ 5 " al ;;; "- TRANSFO MER, TYP. VEL ... _9596~ .,, .,, I 10' -O" ·I FYS.B. -: _TYP.· , . l3 lry~ ·· .·.· . . . ' . . ·-· ----,---,. ·.-·. . - . ' .. TYP. ' .. {'). ' , __ \ gi I w· -_ \o/··· O:· w. . "' . · .. r: .. J J I<\ s .. · ·_'b_. / \ ,, __ ·, -~ '-· \ <I) ) • . <I) ,·. UJ \o/ ~: J .. . l"t\ ·. l .·. \ 34. · AD-4 TYP. ' ,. . ' ... 95.96 02 AD-1 TYP. .~. ., w I . . ·-(I)"' l1J "' ' \o/ .. . :l! ·_", -le'·.· . J"t\ 1" \' .--, \ gi. l .· .·• . w .. lhl / "' ·J J . . /<\. s .. I \ .· . _,_:_ .. 12) 33· 'AD-3 --~~_.-, ---·, ·, " .. '· : ' ~--LINE OF 45'-0" MAX HEIGHT ABOVE EXISTING GRADE (NO CHANGE IN GRADE)@ BUILDING EXTERIOR PERMITER, PER SECTION 21.04.065, TYP. [~}rYe-A A-5 18 91.78 AD-2 TYP. ---------- , ', '. ' •, . ' . . ' 92.46 ----- . ' . ' . , ---~·-~-~-- . . . . . . ·.-" --~ ·~ -~ -~ ·...:.:--~ ~~f---TRANSFORMER SCREEN: BRONZE COLOR POWDER COATED STEEL FRAME WITH "PARASOLEIL" BRAND METAL SCREEN PANELS "CONTINENTAL FLOWER-CFR" PATTERN J OR PATTERN AS SELECTED BY OWNER, CHOCOLATE BRONZE POWDER COATED FINISH TO MATCH WINDOW FRAME COLOR ON "PARASOLEIL" FLAT BRACKET SYSTEM. STEEL FRAME FABRICATOR TO PROVIDE ARCHITECT SHOP DRAWINGS PRIOR TO MANUFACTURING AND INSTALLATION, TYP. ON TOP OF SCREEN PANELS, ATTACH "FENCESCREEN BRAND "NATRAHEDGE TROPICAL" ARTIFICIAL TROPICAL MAT INSTALL TROPICAL MATT PER MFG. INSTALLATION INSTRUCTIONS. FRAME AND SCREEN FACING NORTH TO CONSIST OF TWO (2) OPERABLE DOORS THAT CAN BE SWUNG OUTWARD TO ALLOW FOR MAINTENANCE TO THE TRANSFORMER, TYP. SCREEN & FRAME TO BE MIN. 3'-6" HIGH, TYP. NORTH ELEVATION THIS DRAWING @ 3/16" = 1 '-0" SCALE 3/16" = 1'-0" 09 SIM. AD-1 25 8 TYP. -~TYP AD-2 TYP. . ... ,' ' . . :_ ,.:·_,' . ----~' ..:.. . ...:.. ~·-..,;_: ..i.,; EG/FG TYP. U.O.N ··rp·.·.· . L'.J . 33. ·. ·AD-3· .TYP .. --~ :: EQUIPMENT (CONDENSERS) ARE ALLOWED TO PROTRUDE ABOVE THE 45'-0" HEIGHT LIMIT, TYP. ,,---LINE OF 45'-0" MAX HEIGHT ABOVE EXISTING GRADE (NO CHANGE IN GRADE)@ BUILDING EXTERIOR PERMlTER, PER SECTION 21.04.065, TYP. 91.780- ----- ~~~~~~~- TYP. ----- 25 It AD-2 TYP. I \ gi /. . w : ,_ \uf.:· .. w -· ' . O::·. ·._ · .. ·. •.G4. · ·, ...... ·.111 .... I . • .L"_JTYP. 92.46 :J, ,' .J<t.V · .. · .. · l" \ .. ·• a.::: I !I\ , -~-+1 a·--:•· . 0 --- \ <I) l . Cl) " . , ·_ ~~j''. .·.-_·;_-~----- · .. _-_J ·_-. _J, . . ·1<!.\. · ..• ). $ .\ ... :..,....•. ·· .. ,,,,;.· .. . <I) . ·W lo/·. , ·. • ·. w .. 0:::: . . _J ... ' . ,· _J · 1~'· / \ ·, ..,..:.:. ~--... . . . -. , . 34 . AD-4 TYP .. ·. . . ; TYP ... '['";7 ·.'· ~TYP .. ·, . .--,.-·,-··•; • ~ .v ••. TYP 0 •• _·_· _,. ·--· . ; .. . " ' . .. : ' . . ' . _.,..:.., •:. w. . . . . ii\ '. .. ~....:: ..... : .. > -·.' . -,--:.:-· . ....,.· ~ .. ~,.--~-1 . \ii.·. I B ii\ .. . ~ . -:---------- w " ~ "' I-<I) ~ a J " 0 "' "' u. " -1--- ,: ~ "' [iJ :c "' ii:; 0 ~ :J al ;;; " b 0 - 0 b THIRD FLOOR O 6~9 .~9~6 --<a,--. SECOND FLOOR O 5~9.~7~1 --<a,-.. -~M=AIN FLOOR 47.71 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 KEYNOTES "PARASOLEIL" BRAND METAL SCREEN PANELS "CONTINENTAL FLOWER-CFR" PATTERN OR PATTERN AS SELECTED BY OWNER, CHOCOLATE BRONZE POWDER COATED FINISH TO MATCH WINDOW FRAME COLOR ON "PARASOLEIL" FLAT BRACKET SYSTEM. STEEL FRAME FABRICATOR TO PROVIDE ARCHITECT SHOP DRAWINGS PRIOR TO MANUFACTURING AND INSTALLATION, TYP. EXT. FINISH CONCRETE TILE: CREATIVE MINES BRAND "SANDOLLAR CRAFT URBAN RECTANGLE" OR EQUIVALENT TEXTURED TILE AS SELECTED BY OWNER, TYP. EXT. FINISH STUCCO SMOOTH SAND FINISH, TYP. LA HABRA STUCCO BASE 100. COLOR: X-50 CRYSTAL WHITE, TYP. EXT. FINISH ACCENT COLOR STUCCO SMOOTH SAND FINISH, TYP. LA HABRA STUCCO BASE 200. COLOR: X-434 FALLBROOK. GRAY PAINTED STUCCO FASCIA, TYP. DECORATIVE METAL SCREEN GUARDRAIL TO MATCH NOTE 1 ABOVE, TYP. WINDOW, TYP. ROOFTOP MECHANICAL EQIUPMENT, TYP. GLASS GUARDRAIL, 3'-6" MIN. A.F.F. W/ 6" CURB TYP. LANDSCAPE TREES PER LANDSCAPE DRAWINGS TO SOFTEN SOUTHERN BUILDING FACADE AND CREATE PEDESTRIAN EXPERIENCE, TYP. "FRY REGLET" BRAND STUCCO REVEAK CHANNEL SCREED WITH 1" REVEAL DEPTH, TYP. NOT USED EXTERIOR LIGHT FIXTURE• "SUNSET LIGHTING" BRAND F6891-44 OIL BRONZE ARCHITECTURAL SINGLE LIGHT SCONCE AT EXTERIOR DOOR(SI, TYP. EXTERIOR UP & DOWN LIGHT FIXTURE: "SUNSET LIGHTING" BRAND F6892-44 UP & DOWN ACCENT WALL SCONCE, OIL-RUBBED BRONZE FINISH, TYP. WINDOW MFG. TO MULL TOGETHER WINDOW UNITS@ WINDOWS B03/B04 & C03/C04. GENERAL NOTES 1. OWNER/CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DEVIATION TO EXTERIOR FINISH MATERIALS AND/OR COLOR PALLETES PRIOR TO EXT. FINISH INSTALLATION IF EXT. FINISH CHANGES ARE TO BE MADE, TYP. 2. OWNER AND/OR CONTRACTOR SHALL SUBMIT FINAL BUILDING EXTERIOR COLOR PALLETE TO ARCHITECT FOR APPROVAL PRIOR TO STUCCO COLOR COAT APPLICATION, TYP. ARCHITECTURAL LEGEND 0 0 [1J 0- ~ ~ ~A-1 Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE• NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This document is the property of John S. Beery, Architect, A.I A. Any unauthorized use or reprocluciion of this document, in whole or part, is prohibited. tJ'J ~ ::::> -z -~ 0 C z 0 (..) z 0 tJ'J -C <C ~ z 0 >< -tJ'J 1-w w a::: <( I-() (f) zO o<C (/) Ill -(f) Q_J <( a::: ~<( LOU en 0 C") REVISIONS By Date 2018.07.11 Scale 3/16" = 1 '-0" Drawn By BPB /MR Job No. 1615 Sheet Name ELEVATIONS I have reviewed these coos1ruction documents and have approved th<alr contents as including all of e Sheet No. design aspects I had previously authori2ed. I uMersland my prciject will be constructed as specni b these construction documen1s A-4 Slgn11t11re "" A B C D 1 -CJ !!\ UJ 0 ~ CJ UJ z ::; ~ UJ a_ 0 0: a_ b, f-U} ;,-~ " " 0 0: "- f-I CJ [u I CJ z 0 =' ::, "' ~ " 2 MECHANICAL EQUIPMENT SIGHT LINE PER CITY OF CARLSBAD "POLICIES AND PROCEDURES" NUMBER 80-6. SIGHT LINE IS TAKEN FROM OPPOSITE SIDE OF STREET. PROPOSED ROOFTOP MECHANICAL EQUIPMENT IS NOT VISIBLE PER THIS SIGHT LINE. 0'-0" SIDE YARD SETBACK FROM 10'-0" STREET DEDICATION ----.__ 91.81 92.46 -- 0 !!\ UJ 0 ~ CJ UJ z ::; ~ UJ a_ 0 0: 6 a_ Iii -.Ii N " " 0 0: "- f-I CJ [u I CJ z 0 d ::, "' i 1 O' -O" ft SETBACK DEDICATIO -----.L ------ __ .... ,r .... ,,, .,, ~ ,.. I -----_I~ 4 TYP. I It J ,,, .,,. 7 COMMERCIAL ~ FLOOR LEVEL_ ~~'U=-·48.46 ______ _ - 1----- 1 43 AD-4 TYP. THIS DRAWING @ 3/16" = 1 '-0" SCALE EAST ELEVATION I PER 21.46.020, ELEVATOR AND STAIRWELL "TOWER" ALLOWED TO PROTRUDE ABOVE 45'-0" HEIGHT LIMIT FOR INTENDED CIRCULATION PURPOSE (ALLOWS FOR 13'-3" CLEA~ INSIDE FROM FOURTH FLOOR TO CEILING PER ELEVATOR OPERATING REQUIRMENTS.) 1'-7" +/-PROTRUSION ABOVE EAST PROPERTY LINE HEIGHT LIMIT, TYP. DOES NOT ENCLOSE ANY ADDITIONAL SQUARE FOOTAGE, TYP. -··----- 3/16" = 1 '-0" LINE OF 45'-0" MAX HEIGHT ABOVE EXISTING GRADE (NO CHANGE IN GRADE)@ BUILDING EXTERIOR PERMITER, PER SECTION 21.04.065, TYP. -----·---------~------,.---------------~ I 0'-0" SIDE YARD SETBACK~ 26 PER 21.46.020 ROOFTOP MECHANICAL EQUIPMENT (CONDENSERS) ARE ALLOWED TO PROTRUDE ABOVE THE 3 4 CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 45'-0" HEIGHT LIMIT, TYP. -------~ ,.,,-----PER 21.46.020, ELEVATOR AND STAIRWELL "TOWER" ALLOWED TO PROTRUDE ABOVE 45'-0" HEIGHT LIMIT FOR INTENDED CIRCULATION PURPOSE (ALLOWS FOR 13'-3" CLEAR INSIDE FROM FOURTH FLOOR TO CEILING PER ELEVATOR OPERATING REQUIRMENTS.) 1'-7" +/-PROTRUSION ABOVE EAST PROPERTY LINE HEIGHT LIMIT, TYP. DOES NOT ENCLOSE ANY ADDITIONAL SQUARE FOOTAGE, TYP. 42 AD-4 TYP. 26 AD-2 TYP. TYP. It ---,. . ·0 I .·, 2 TYP. . I . . . . I . ' . ·: . ,-, .. ' I I .· ...• I · .. ··.~ t -------LINE OF 45'-0" MAX HEIGHT ABOVE EXISTING GRADE (NO CHANGE IN GRADE)@ BUILDING EXTERIOR PERMITER, PER SECTION 21.04.065, TYP. 92.46 --- s- ' "' " -, CJ !!\ UJ 0 ~-CJ UJ z ::; ~ UJ a_ 0 0: a_ f-U} <( UJ " 0 0: "- f-I CJ [u I Q'. ~ 0 \- i 06 SIM. AD-1 ,,----0'-0" SIDE YARD SETBACK 6 0 - ROOF ~ 90.21 · FOURTH FLO~O~R,.__,.o'-' 8021 CW' 6 N - THIRD FLOOR -------·---69.96 SECOND FLOOR 59.71 _ ENTRY LEVEL ~ 49.62 _MAIN FL,g~~-~ ~----t---TRANSFORMER, TYP. '------TRANSFORMER SCREEN: BRONZE COLOR POWDER COATED STEEL FRAME WITH "PARASOLEIL" It I BRAND METAL SCREEN PANELS "CONTINENTAL FLOWER -CFR" PATTERN OR PATTERN AS SELECTED BY OWNER, CHOCOLATE BRONZE'POWDER COATED FINISH TO MATCH WINDOW FRAME COLOR ON "PARASOLEIL" FLAT BRACKET SYSTEM. STEEL FRAME FABRICATOR TO PROVIDE ARCHITECT SHOP DRAWINGS PRIOR TO MANUFACTURING AND INSTALLATION, TYP. ON TOP OF SCREEN PANELS, ATTACH "FENCESGREEN BRAND "NATRAHEDGE TROPICAL" ARTIFICIAL TROPICAL MAT. INSTALL TROPICAL MATT PER MFG. INSTALLATION INSTRUCTIONS. FRAME AND SCREEN FACING NORTH TO CONSIST OF TWO (2) OPERABLE DOORS THAT CAN BE SWUNG OUTWARD TO ALLOW FOR MAINTENANCE TC) THE TRANSFORMER, TYP. SCREEN & FRAME TO BE MIN. 3'-6" HIGH, TYP. __----0'-0" SIDE YARD SETBACK FROM 10'-0" STREET DEDICATION ~------~-PER 21.46.020 ROOFTOP I MECHANICAL EQUIPMENT (CONDENSERS) ARE ALLOWED TO PROTRUDE ABOVE THE 45'-0" HEIGHT LIMIT, TYP. 10' -O" AD-2 TYP. 25 .... .... I. .I ~-----------MECHANICAL EQUIPMENT SIGHT LINE PER Cl OF CARLSBAD "POLICIES AND PROCEDURES" NUMBER 80-6. SIGHT LINE IS TAKEN FROM OPPOSITE SIDE OF STREET. PROPOSED ROOFTOP MECHANICAL EQUIPMENT IS NOT VISIBLE PER THIS SIGHT LINE. AD-2 TYP. I SETBACK DEDICATION .... .... 92.46 92.46 I $92.46 ..._ .._ ----=;======;===~=====~~~~~~~~~~ .... ... ., It • COMMERCIAL ~ FLOOR_LEVEL 48.46 • " ' "' v -"' !!\ UJ 0 ~ CJ UJ z ::; ~ UJ [l_ 0 0: a_ f-;2 UJ " ii! "-f-I CJ [u I Q'. UJ 5 0 \- ~ " THIS DRAWING @ 3/16" = 1 '-0" SCALE .----------~-~~-¥-~-=~~~~~-- ~-, --,0wp--i -- Ir. I WEST ELEVATION 3116" = 1 '-0" ,.___:_ ._' . .,· U} ' U} . UJ \o . -LU. 0: . ::l :· , .. I~\ .. I,. . \ ~:- UJ \o/ UJ '-'. 0:: .·, . ::l ' /~\ I ·-~·- · (;i ·· ··· .. ·.·.\Ii "'U-i-ivP ... B .· .. , ti, .• .. · ' ' .:..._;· ·., __ , : ,v ll\····· . -.-, •. -- : @JTYP. : ' . .-. '; : . ·.·. 1 3 ITYP TYP .. ,. , e .0 _,,OJ' -_.-._ •. -_ . ·-'cc::··~···-·· ... · .. :·-•. ·.·.· .. ', . . ~-_-.-,.0,-,,:..-....c:· -- ;·:_>:_-_., J,...c-~---·. ~-~--.:.:..;,. -- I I 6 0 ~----;cr.---TYmP>1. 4 ·· 1- 1 I Ir. I ~I ¾ +-~~ 11:· ~~ ~ ,i-,J;;~ Z-"'- ,'rt.1:~:r :,r,11-1:;;;~~1· '··_':\,.' \i(!jt~~:#&y· 1 ;;1':f:,, \ yp_,.,,•''>c 0 - 6 N - 11 TYP. ROOF 90.21 FOURTH FLOOR 80.21 THIRD FLOOR 69.96 SECOND FLOOR O 5~9~. 7~17 \J,..... ENTRY LEVEL ~ ------49.62 MAIN FLOOR ------------ 47.71 It~ ' ---------------LANDSCAPE PLANTER I KEYNOTES 1 STREET ADDRESS SIGNAGE ON MADlSON AVENUE. SIGN TO BE ILLUMINATED AT NIGHT, TYP. 2 EXT. FINISH STUCCO SMOOTH SAND FINISH, TYP. LA HABRA STUCCO BASE 100. COLOR: X-50 CRYSTAL WHITE, TYP. 3 EXT. FINISH ACCENT COLOR STUCCO SMOOTH SAND FINISH, TYP. LA HABRA STUCCO BASE 200. COLOR: X-434 FALLBROOK. 4 STUCCO FASCIA, TYP. 5 EXT. FINISH CONCRETE TILE: CREATIVE MINES BRAND "SANDOLLAR CRAFT URBAN RECTANGLE" OR EQUIVALENT TEXTURED TILE AS SELECTED BY OWNER, TYP. 6 WINDOW, TYP. 7 ROOFTOP MECHANICAL EQlUPMENT, TYP. 8 GLASS GAURDRAlL, 3'-6" MIN. A.F.F. W/6" CURB TYP. 9 "PARASOLEIL" BRAND METAL SCREEN PANELS "CONTINENTAL FLOWER -CFR" PATTERN OR PATTERN AS SELECTED BY OWNER, CHOCOLATE BRONZE POWDER COATED FINISH TO MATCH WINDOW FRAME COLOR ON "PARASOLEIL" FLAT BRACKET SYSTEM. STEEL FRAME FABRICATOR 10 11 12 13 TO PROVIDE ARCHITECT SHOP DRAWINGS PRIOR TO MANUFACTURING AND INSTALLATION, TYP. STOREFRONT GLASS, TYP. LANDSCAPE TREES PER LANDSCAPE DRAWINGS TO SOFTEN SOUTHERN BUILDING FACADE AND GREAT PEDESTRIAN EXPERIENCE, TYP. "FRY REGLET" BRAND STUCCO REVEAK CHANNEL SCREED WITH 1" REVEAL DEPTH, TYP. EXTERIOR LIGHT FIXTURE: "SUNSET LIGHTING" BRAND F6891-44 OIL BRONZE ARCHITECTURAL SINGLE LIGHT SCONCE AT EXTERIOR DOOR(S), TYP. 14 EXTERIOR UP & DOWN LIGHT FIXTURE: "SUNSET LIGHTING" BRAND F6892-44 UP & DOWN ACCENT WALL SCONCE, OIL-RUBBED BRONZE FINISH, TYP. 15 ENTRY DOOR ASSEMBLY W/ SCREEN PANEL DESIGN TO MATCH. SEE NOTE 9ABOVE. 16 DOORKING 1834 PC TELEPHONE ENTRY SYSTEM. ADA COMPLIANT PER CBC CHAPTER 11. GENERAL NOTES 1. OWNER/CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DEVIATION TO EXTERIOR FINISH MATERIALS AND/OR COLOR PALLETES PRIOR TO EXT. FINISH INSTALLATION IF EXT. FINISH CHANGES ARE TO BE MADE, TYP. 2. OWNER AND/OR CONTRACTOR SHALL SUBMIT FINAL BUILDING EXTERIOR COLOR PALLETE TO ARCHITECT FOR APPROVAL PRIOR TO STUCCO COLOR COAT APPLICATION, TYP. ARCHITECTURAL LEGEND 0 0 [!] 0-- ~ ~ ~ A-1 ® Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This docum811t is the property or John S. Beery, Architect, A.I.A. Any unauthorized use or reprcxluctlon of this document, in whole or part, is prohibited. ti) :E ::, -z -:E 0 C z 0 (.) z 0 ti) -C <( :E z 0 >< -ti) 1-w w er:: <( I-() (f) -zO o<e U) en -(f) Q_J <( er:: ~ <( LO () 0) 0 CV') REVISIONS By Date 201807.11 Scale 3/1611 = 11-011 Drawn By BPB Job No. 1615 Sheet Name ELEVATIONS I have 11!1/iewed !11ese cr,nstruction documents end have approved their cont6!11s as induding all of e Sheet No. design aspects I had previously authorized. I understand my project wm be constructed as specm b these construction documents A-4.1 Signature Dato A B C D 1 2 ( ~--PER 21.46.020, ELEVATOR AND STAIRWELL "TOWER" ALLOWED TO PROTRUDE ABOVE ~ 45'-0" HEIGHT LIMIT FOR INTENDED CIRCULATION PURPOSE (ALLOWS FOR 13'-3" _. CLEAR INSIDE FROM FOURTH FLOOR TO CEILING PER ELEVATOR OPERATING 95.96/'ll, V REQUIRMENTS.) 1'-7" +/-PROTRUSION ABOVE EAST PROPERTY LINE HEIGHT LIMIT, TYP. DOES NOT ENCLOSE ANY ADDITIONAL SQUARE FOOTAGE, TYP. 03 05 07 49' -3" ··~ "' ------j------,~--------------+----+--------J- 6' -7" 14'-2" ----+----------,"----------· .......... . 1' -1 O" 1'-111/2" r--'"7 06 r--'"7 5' -7" 15' -3" 06 7' -8" 18 ~----t-A~D-2 SIM. ,-,--,---------,-tfl-------t+---,-------+¼/~------------~, -1----I I ~-----O'-O"SIDEYARD SETBACK FROM 10'-0" STREET DEDICATION 0'-0" REAR YARD SETBACK----~ MIN. 3" BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO FINISH, TYP. TYP. @ALL LOCATIONS AROUND BUILDING. _______ ___?' I _COMMERCIAL ~ FLOOR ~EVE __ L:-ri .. 48.46.. ------'L -' ' ~ 1,0ft i -: ,. . ·;, I. , , I ., ' ; / -i : . I i • I chi I I Li2.JTYP. I -,_ ; ------- 11 :cl--'11·_,-." ,: - 02 ~ },/-· OFFICE/BEDROOM C0 I --------'-----------"-L-.--:' ,1 -I .· / i Iii ,, , : ~,, ~J 02 I --- D I "'' -- ' 'I ·I I; i OPTION OJ ~ l3E-13I OFFICE/BEDROOM OPTION [2E-14I I ;• :-I -, .. _____ , -./.~--'---------, -. ··--_. · ·, ·cc., -_ .. ,. __ -_. ,.,. '- ' .. -·;i ·,! / 1 0s1M_.[· --, i i ' I i I J I ii "T'._ -------.-I 1 l_ ------________ ! I I',' 'I -}-~--11 j i 01 -i -F -~ -_fr. ---~~)-+.-____ ft .. D I I I ENTERTAINING TERRACE l4E-15I ll r==;=cr--,- ' ' ' GREAT ROOM l3E-05I l--~-1_0'_-0_" ~---,.I SETBACK DEDICATION --~D -1- 1 I I fr. I I -------+ - --- 6 0 0 "' 0 ROOF 90.21 FOURTH FLOOR 80.21 THIRD FLOOR 69.96 SECOND FLOOR 59.71 MIN. 4" BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO FINISH W/ EXT. SIDE STONE VENEER TYPICAL AT THIS LOCATION ONLY. -----~·----<....._____ CMU PLANTER WALL, TYP. .. 35 '-----l-------·--+--MIN. 3" BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR ' ", .. - I I b °' - EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO FINISH, TYP. ENTRY LEVEL 49.62 -~M=AIN FLOOR 47.71 3 4 CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 07 : "J-DRAIN 400 SERIES" RETAINING WALL DRAIN SYSTEM AND "J-DRAIN SWD" FOUNDATION DRAIN@ FOUNDATION BASE BETWEEN WALL AND P.L.. TYP. DRAIN SYSTEM TO BE INSTALLED PER MFG. INSTALLATION INSTRUCTIONS, TYP. 06 --+-----· ---CAR LIFT SHALL NOT BE OPERATED VERTICALLY IN THE UP POSITION WITH A VEHICLE ON THE UPPER (TOP) PLATFORM, TYP. SECOND FLOOR ~ 59.71 . GENERAL CAR LIFT NOTE: CAR LIFT OPERATION CONTROLS AND SAFETY CONTROLS TO BE INSTALLED PER MFG.SAFETY RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, TYP. GARAGE LIFTS PIT _L_EVEL ~ 38.04 \..JI' "AMERICAN CUSTOM LIFTS - PHANTOM PARK" SUBTERRANEAN 4 POST CAR LIFT OR EQUIVALENT, TYP. NOTE: VERIFY ALL DIMENSIONS W/ LIFT SPEC SHEETS AND INSTALLATION INSTRUCTIONS. SECTION A I I ' ' i •, .. .,, ' fr. I SECTION B • CAR LIFT EXHIBIT 3/16" = 1 '-0" THIS DRAWING @ 3/16" = 1 '-0" SCALE J •. I . I .. I' 'i, , ; ,• .,.,· -,, . • •. --"J-DRAIN 400 SERIES" RETAINING WALL DRAIN SYSTEM AND "J-DRAIN SWO" FOUNDATION DRAIN@ FOUNDATION BASE BETWEEN WALL AND P.L., TYP. DRAIN SYSTEM TO BE INSTALLED PER MFG. INSTALLATION INSTRUCTIONS, TYP. ________________ ../ 10' -91/2" 18' -7 1/2" H 5' -11 112"Cf) 14' -0 1/2" F E D 137'-91/2" 28' -5 1/2" 6'-111/2" 1/4" = 1'-0" -----PER 21.46.020 ROOFTOP MECHANICAL EQUIPMENT (CONDENSERS) ARE ALLOWED TO PROTRUDE ABOVE THE 45'-0" HEIGHT LIMIT, TYP. C 15'-51/2" B A -------------,~--f-------------1 24' -9 1/2" 12' -8 1/2" -----------------------~------------------------------+-----i-----------------.,.-----~------------------+----------+-------------------1---------------+-------~--------------,' ~ i -----_:_ + ----I I I ~ I 1' -2 1/2" BETWEEN P.L & FRAMING GRIDLINE "I"--------._ f~ I @--I-+----__/ r. ENTRY LEVEL ~ ~ L I I . fr. I I I ENTERTAINING TERRACE i2E-061 I I I I . I l1 I I I 05 ENTERTAINING TERRACE 14:;;:isl ENTERTAINING TERRACE lse:OBJ t ,-. " . --· --' ' . ' ' .. J_,ti, ,(;, i ; "i 'l: D ' l' i " ' -' ·-· 1! ------- I ' ' ~-,: Di -,, .. ,,. -I ' . '"""::. f' i i I f71TCH~~ [ i 3E-02 ; , DI, [ 02 i , , I< , , .. I 1 :_1 i ----·T1'I--- I : ,i u l-1 AD-2 -----_.J_ -------- ----,;-------~,1 11 --~ 11'.i' , I ii I I / 111' , ]ii ' " ' 1 'IC II' ,, ' ,, i '"I j 'I' ' "1'1 , I Ef1TR;, / 1 ~iii "-. :1 / Ii: ____ , ,---- '' " ii '. '' Ii '' DINING l3E-03I , isE-rir-Ji';' __ ,'!• J ---7 ''I ' I, Ir , 11 II f I , I I I I l1i I 1, f I -•. ,,,, .. ,•., "' I -.. ___ 11: !L ___ I, ---- 1 Ji I I+,-.-~,--. B B )------00 DINING l2E-031 i ----! : -' i ' I -------------·-! i--- I' '' ! ' '. '! MAS!J;ER BEDR I M • / l3E-09I '' --I_!. ,. Ii ' I: . '. .. ---i 1--Ii-------. . '''' ii ,,,.,. :·, ',··11 ! i ! MAS~ER BEDR M i l2E·1DI ! 2 TYP. -:_~ -"b, I i: -~--a,+-'----l 02 A ..... 11 ,. ,I ,lj - C I ', . I " MA eRCLoSET . I 1,e:i2I • I ..... A --------- ' 7 •·-•••7 -"">I I• " .. , · 11 I ··· · · ' I \ ,. MA TER CLOSET l3E-i2)) .. . ' ---' ,, ·--·11 "MA~tE~·cLd E~ I l2E:127 > I"---""l ._, ___ , " re-U,jg7 04 02 01 I :,. / I .,.._--<.G '-/ l ' 01 ' \ COMMERCIAL. __ FLOOR LEVEL"' .. , ............... .. ~-48.46 -, . -........ ,, ... -0 ,,_,_~,_./-:,_ '" " ' ~" -" . ~ .--· .'t'L-~;. "",.,,.--.+ , _ , , _e,,,.'.;;e, ... ; ,._._;-", ,.' "'"°"'"''"",_;,~,-~-~-c •·"·~-,, ·;,o,.~; ,;.,,,::-,,,,.,c,, -,,.,•_,k,. :. -.~, ,~·,i: _ _:·,, c·.,s, • ''"'';',,,;;,::;,.?\' i' '11 I SIM., / ,/ /, I ~-,--,--, I' I -~·:~ _;.--', L~-,~-"'-,J .. SECTION C 3/16" = 1 '-0" ' -----1 ; , -I ' ' ' .. ' THIS DRAWING @ '' ., ... ,,, 3/16" = 1 '-0" SCALE . I I FOUNDATION DRAIN, TYP. WHERE DRAINS GETS TO WITHIN LESS THAN 4" OF THE - P.L., USE "J-DRAIN SWD" TYP. I '·1~ _, ' ' ' . ' l, I I . ' '' I I I • i ' --, ' --t · · ' ·_ -"J-DRAIN 400 SERIES" RETAINING WALL DRAIN, . . SYSTEM AND "J-DRAIN SWD" FOUNDATION . DRAIN @ FOUNDATION BASE BETWEEN WALL AND P.l., TYP. DRAIN SYSTEM TO BE INSTALLED PER MFG. INSTALLATION INSTRUCTIONS, TYP. --·: C ·------; ,_,_,.,_: : , --: : : , i . -. t: :,----~--: ---· . -' : . · ' . · I : . . · --' ·, · i ·: ' L,_:_ ___ ADA STAIR LIFT: PER CBC 1124A11, TYP. - . "ASCENSION LIFT" BRAND "PROTEGE -.. PERMANENT" MODEL WHEELCHAIR LIFT · . · OR EQUIVALENT. INSTALL PER MFG .. INSTALLATION INSTRUCTIONS W/ 2" CLEARANCE AROUND LIFT, TYP. BATTERY BACKUP REQUIRED, TYP .. ' -. I ' ! : : .. i : I 6" CURB, TYP. ----- C I I I : I -7 / I G~-' / 'I/ / '\,,. SIM. I I I ---- ---=~ A ASTE~' BED RO '=iF >·1 f"---.· " . ,i, : -. ii! i -, !Iii !:_ S~~ll BEDRO ~ig .I - POWDER BATHROOM fiw-o~ ., l B POWDER BATHROOM fiw-o~ POWDER-BATHROOM I[ Tg~-0~ ' . ., ·1·-'[__ ___ T- .. I LINE OF 45'-0" MAX HEIGHT ABOVE GRADE, TYP. .1 06 I 0'-0" REAR YARD SETBACK I fr. -------------II -------~~~--+----------+-------, ------ ROOF 90.21 B 02 "' -~B f"·"---- r,---. .... r I " " _,.__L, .. ' .. ,. --··1 i - : 1 ' j ; ' : ! ' i / / I I _,, "J-DRAIN 400 SERIES" RETAINING WALL DRAIN · SYSTEM AND "J-DRAlN SWD" FOUNDATION DRAIN@ FOUNDATION BASE BETWEEN WALL AND P.l., TYP. DRAIN SYSTEM TO BE INSTALLED PER MFG. INSTALLATION INSTRUCTIONS, TYP. ENTERTAINING TERRACE fiv-ill ENTERTAINING TERRACE @W-0§ ENTERTAINING TERRACE gw-oaj 05 ~,., / I I .i 03/ ·o3,I I ·-·-···-• ' ; !- I I 1- b 0 - ;., 0 - ,.,.,--~h,'r';,i'\ ADV £OURTH FLOOR_..--., 80.21 \. MIN. 3" BETWEEN EXT. FACE OF FRAMING AND PROPERTY LINE TO ALLOW CLEARANCE FOR EXT. SIDE EXT. GRADE PLYWOOD SHEATHING/M.B./STUCCO FINISH, TYP_ IH!RQ FLOOR O 69.96 \J' _J_---------+--------(2~ ~ I fr. I "' 0 - .. 1 _ ~ ..... __ SECOND FLi9.~, ~ )· I I fr. I I ,,.-· LINE OF CAR LIFT AT EXTENDED / "UP" POSITION. TYP. 6 ' °' - MAIN FLO.~O~R~Oc.a 47.71 \J GARAGE LIFTS PIT ----_Li-----~,,., --------~L;~~~-~ I I KEYNOTES "PARASOLEIL" BRAND METAL SCREEN PANELS "CONTINENTAL FLOWER-CFR" PATTERN OR PATTERN AS SELECTED BY OWNER, CHOCOLATE BRONZE POWDER COATED FINISH TO MATCH WINDOW FRAME COLOR ON "PARASOLEIL" FLAT BRACKET SYSTEM. STEEL FRAME FABRICATOR TO PROVIDE ARCHITECT SHOP DRAWINGS PRIOR TO MANUFACTURING AND INSTALLATION, TYP. 2 ROOFTOP MECHANICAL EQlUPMENT, TYP. 3 GLASS GAURDRAIL, 3'-6" MIN. A.F.F. W/ 6" CURB TYP. 4 HANDRAIL@ 34"-38" ABOVE CURB PER CBC 1014.2 WITH 1'-0" EXTENSIONS AT TOP AND BOTTOM OF RAMP PER DETAIL 'CC', SHEET AH-4 5 SHEAR PANEL BOTH SIDE OF 2x6 FRAME WALL PER STRUCTURAL DRAWINGS UNDERNEATH M.B. & FINISH STUCCO, TYP. FLOOR & ROOF ASSEMBLIES 01 2 HR RATED FLOOR ASSEMBLY: FINISH FLOOR 0/ 1 1/2" MAX. LIGHTWEIGHT CONCRETE 0/ ACOUSTI-MAT II SOUND UNDERLAYMENTO/ PLYWOOD SHEATHING AND 14'' BCI JOISTS PER STRUCTURAL W/ MIN. R-19 BATT INSULATION. UNDERSIDE OF FLOOR G.W.B. TYPE 'X' W/ M.B. W/ STUCCO SCRATCH/BROWN/FINISH COAT SMOOTH SAND FINISH, TYP. 02 1 HR. RATED FLOOR ASSEMBLY (MIN. STC 50)• FINISH FLOOR 0/ 1 1/2" MAX. LIGHTWEIGHT CONCRETE 0/ ACOUSTI-MATT II UNDERLAYMENT 0/ Pl YWOOD SHEATHING PER STRUCTURAL DRAWINGS 0/ 14" BCI PER STRUCTURAL DRAWINGS W/ R-19 MIN. BATT INSULATION. UNDERSIDE RC-1 RESILIENT CHANNELS 0/ 1 LAYER G.W.B. TYPE 'X', TYP. 03 1 HR. RATED FLOOR ASSEMBLY (MIN. STC 50), WESTCOAT WP-40 DECKING FINISH FLOOR 0/ 1 1/2" MAX LIGHTWEIGHT CONCRETE 0/ M.B. 0/ ACOUSTl-MATT II UNDERLAYMENT 0/ EXT. GRADE Pl YWOOD SHEATHING 0/ SLOPED 2x SLEEPERS 0/ EXT. GRADE PLYWOOD SHEATHING 0/ 12" BCI PER STRUCTURAL DRAWINGS W/ R-19 MIN. BATT INSULATION. UNDERSIDE G.W.B. TYPE 'X' 0/ EXT. FINISH STUCCO SCRATCH/BROWN/COLOR COAT SMOOTH SAND FINISH, TYP. 04 1 HR. RATED FLOOR ASSEMBLY (MIN. STC 50): WESTCOAT WP-40 DECKING FINISH FLOOR 0/ 1 1/201 MAX. LIGHTWEIGHT CONCRETE 0/ M.B. 0/ ACOUSTI-MATT II UNDERLAYMENT 0/ EXT. GRADE PLYWOOD SHEATHING 0/ SLOPED 2x SLEEPERS 0/ EXT. GRADE PLYWOOD SHEATHING 0/ 11 7/8" JOISTS PER STRUCTURAL W/ MIN. R-19 BATT INSULATION. UNDERSIDE FINISH RC-1 RESILIENT CHANNELS WITH G.W.B. TYPE 'X', TYP. 05 1 HR. ASSEMBLY: WESTCOAT WP-40 MONOLITHIC DECKING OVER SLOPED MONOLETHIC LIGHTWEIGHT CONCRETE 0/ M.B. 0/ EXT. GRADE PLYWOOD SHEATHING 0/ SLOPED 2x SLEEPERS 0/ EXT. GRADE PLYWOOD SHEATHING DIAPHRAGM PER STRUCTURAL 0/ FLOOR FRAMING PER STRUCTURAL WITH UNDERSIDE --l (1) LAYER G.W.B. TYPE 'X' 0/ M.B. 0/ 1x SLEEPERS @ 16" MAX. O.C. W/ "GEOLAM" BRAND "VERTIGO" PROFILE COMPOSITE CLADDING, ROSEWOOD COLOR, INSTALLED PER MFG. INSTALLATION INSTRUCTIONS, TYP. 06 1 HR ROOF ASSEMBLY: CLASS "A" BUil T-UP ASPHALT ROOF ASSEMBLY 0/ M.B. 0/ EXT. GRADE PLYWOOD SHEATHING 0/2x ROOF JOISTS PER STRUCTURAL DRAWINGS W/ MIN. R-30 BATT INSULATION. UNDERSIDE FINISH G.W.B. TYPE 'X', TYP. @ EXTERIOR CONDITION USE M.B. UNDER STUCCO SCRATCH/BROWN/FINISH COAT SMOOTH SAND FINISH. GENERAL NOTES 1. NO SUSPENDED PIPES, FIXTURES OR OBSTRUCTIONS SHALL BE SUSPENDED BELOW THE GARAGE CEILING BELOW 56.54'. IF A GARAGE CEILING PIPE, FIXTURE OR OBSTRUCTION WILL EXTEND BELOW 56.54', THE ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION. ARCHITECTURAL LEGEND (i) 0 [iJ 0--- <: ~ ~A-1 ® Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property line Revision NOTE, NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS I have reviewed thesa construction documents and have approved their contents as including all or design aspects I had previously authorized. I understand my project will be constructed as specifi these construction documenls Signature Date ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This document Is \he property of John S. Beery, Architect, A.I.A. Any unauthorized use or reproduction of this dQCument, In whcie or part, is prohibited. en :i: ::::, -z -:i: 0 C z 0 (.) z 0 en -C <C :i: z 0 >< -en 1-w w 0::: <( 1-0 Cl) - zO 0 <( Cl) co -Cl) 0 _J <( 0::: ~<( LC") 0 0) 0 M REVISIONS By Date 2018.07.11 Scale As indicated Drawn By BPB Job No. 1615 Sheet Name SECTIONS e Sheet No. A-5 1 A B C D 2 SOUTHEAST PERSPECTIVE ' I ! i r ~---71 1 I I , .. I I I _, L-. ' . I I . . ' ' .l. , I -1 · I -! i '1li ! I 1 ,-. ' I I : ' .. ' ' ' I I -, ' . . _J : I ' 1 ' 1 '. : I f I r', · I I 1. I , · i I ! -~-L[~,1 r.1r·· ·11 I' r,','-'.L! ' r I , .. , ·-, I I : [' ' ! ' L I ' I I I ' SOUTHWEST PERSPECTIVE 3 • 4 CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 -------: i ----· _, i _____--I . J. : .. . i _____.-r ... ---------,----i __.-r -. ----I -. _I. ... -- ! ,.--I J. ,---- I . -1_ . I • i_ ' ' i I J ---.I. L I ' L.----, ! -I -. -~ ' . I I i I I I i ' I I I I T -., --,! ·-<l. I ' I i -- ' --! I I I I i I '. i I I 1 I , ' I --j : -r ! i ' I! 11 . .. l . ' I . --' _,,_;,s, •• ~··· . ~.·.··.~ ~ -------~ <~ - I have reviewed these construciior, documents and have approved their contents as including all of design aspects I had previously authorized. I undsrsland my project will be constructed as speclll these construction documents Signaturo Dato ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc . 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitectcom This document is the property of John S. Beery, Arch:tect. A.I.A. Any unauthorized use or reproduc11on of this document, in whcie or part, is prohibited. en ~ ::> -z -~ 0 I- C w w z 0::: <( 0 1-0 Cf) -u zO 0 <( z Cf) C1l -Cf) 0 0 _J <( 0::: en ~ <( -LO 0 C CJ) <C 0 C0 ~ z 0 >< -en REVISIONS By Date 2018.07.11 Scale N.TS. Drawn By BPB Job No. 1615 Sheet Name PERSPECTIVES e Sheet No. ' AP-1 1 2 I ' A I ' I I[ B NORTHWEST PERSPECTIVE C D I I ' ( ' I ,, r ' Lr I I _ _L ' ' I . ' ' --1 I I ' ' I I --r I I I I ' r I I [/ 1 ' ' I ),-· I L I ,' I I 1 .1-/r - L ·( ' ____ , - I. _., ' . .,. ' 'T J I I ! i ··--!_ I ._J --: ---r · T ---l i ',. l I I' t I I ·, ..... ' _..,,f ' ' ~-: ! ! ' i I i ' ' ' ' i '1 ' , I ' 1 3 ··r ' ·-L_ j_ ----"--, j'' 4 CITY OF CARLSBAD PROJECT NUMBER: CT 2017-0004 / RP 2017-0009 ·-·-------=;;;;:-- ' - NORTHEAST PERSPECTIVE I have revie\1'1/ed these construction documents and have approved their contents as Including all or design aspects I had previously authorized. I understand my project will be canslrucled as specifi these construction documents Signature Date ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitectcom This document is the property of John S. Beery, Architect, A.I.A. Any unauthorized use ar reproduction of this document, in who:eor part, is prohibited. en :e :J -z -:e 0 I- C w w z 0:::: <( 0 1-0 U) - (J zO o<e z U) co _U) 0 0 _J <( 0::: en ~<( -LOO C (j') <( 0 C'f) :E z 0 >< -en REVISIONS By Date 2018,07,11 Scale N,T.S. Drawn By BPB Job No. 1615 Sheet Name PERSPECTIVES e Sheet No. ' AP-2 A D C D D D D -------DDDDE TRANDFORMER LOCATION PER CIDIL DRAD IND DITTDPD ,----DITIIJ' DIDE DARO DETDACK / / ~~ MINOCLEAR FLOOR [JPACE IN FRONT \ OF TRANDFORMEROfDPD D z t D UJ _J _J <( Dlllil' REAR -,------._ CJARD DETDAC ,.: I w' ..J 0 l'J (") z <[ "' -w I i:': > D >-f-l'J -z ..J --f-""z -<[ ~ ..J >~I z u lie w CL D 0 f-er o (L LJ El B -------,----- J: (.) w :!: I I I I I I I I I I I I I I I I I I I I I I '~-----~ \ I \ I ', 1 // \ I UNDER.DRIDUND CAR'LIFT DD X I \ I \ I \ I-~\ COVERED PARKING GARAGE: \ I \ I \\ 2 II \ I UNDER.DRIDUND CAR'L T ,rn I I \ I \ I I , __ \ ~~-SD -SD I \ n PlrJF[!]]DITO-DD \ \ PL TER--~ \ • ELEC. \ -SD-- EDIDTIND TREED D NOD ® ® \ I I I DEDCRIPTION -JACARANDA MIMOSIFOLIA JACARANDA TREE -JACARANDA MIMOSIFOLIA JACARANDA TREE I I ~DODOO \ \ \ I I I I I UNDER.DRIDUND UNDER.ORDUNO CAR'L TDD CAR'LI TDD X I \ I I \ I \ I \ I \ \ I \ CALIPER 6" CALIPER 5" CALIPER • \ I \ I \ 5 I \ I \ I UNDER.llRIDUND CAR'LI T Oil X I I \ I \ I \ ~~,a _ ___J_ _ ____,,,D-'---s --L -~-s'n SECTIDN \ I \ DMP CIFATIJD ITO-DD \ THRU PLAN / \ PLATER--~ \ COMMENTD TO REMAIN TO REMAIN \ I \ I \ 6 I \ I \ I UNDER.nRIDUND I I CAR'LI T DD X I \ I \ I I \ \ \ \ \ . LI. <1 4 NED D ALKD AD LI . COVERED PARKING GARAGE ADA EDIDTIND DIDEDALKTOREM IN ...I w <C ' D.. ' w ' ~0[]]]0 ENTRY BREEZEWAY FF 49.62 PAD 48.9 / / / / 0:: ELEVATOR LL / / LEVATOR EQUIP. / ~----------- 1 STAIRWELL DD. ~ ADA ATHROOM ~00[]]]0 COMMERCIAL SPACE FF 48.46 PAD 478 ADA CDAIR LIFT --, IRR!GA TIDN ----+----1--IJ \./ATER METE ,/ /, l'.\ LI,;:---,;;-7 "F--i--I , /, I <7:2:\ I I ' / I ' / I <7 I / ' I LI / I / <7 D[illil' F Dil Dil Dil D DlJ[[JD ~ DAO METERD I • • • • • • • • • • • + *• + + ' ... . l> ¼ + + • • • • • • • • • • • • • ' . . • • • • • • I / \ I --s--~s---s-- EXISTING UTILITIES PER DWG 145-8. NO / EVIDENCE FOUND PER TOPO. CONTRACTOR TO VERIFY LOCATION AND REUSE IF FEASIBLE AND SERVICES MEET THE PROPOSED DEMAND WATER LATERAL PER DWG 145-8 TO BE ABANDON IN-PLACE ,...___ EDIDTIND CURD AND DUTTER TO REMAIN ITDPm IA*-7<1-+++1,,+,FrJ-:._:_-.. AD METERD PER ,.: I w, ..J 0 l'J (") z <[ "' -w i:': > D If) >-(\j f-l'J -z ..J --f-"' z -<[ ~ ..J > (l_ D z DDDEOfDPD I- UJ UJ a::: I- D z 0 D -0 <( ::?! "---MINOCLEAR DPACE IN FRONT OF DAD METERD -_ _J I_ -------------------j L -----------~ -- I --J nrniml' PROPERTO LENLITl.l OAKADENUE PLANT LEGEND BMP J FLOW-THRU PLANTERS SMALL ACCENT SHRUBS WUCOLS RATING STREET TREES SYMBOL THEME TREES • BOTANICAL NAME COMMON NAME JACARANDA MIMOSIFOLIA JACARANDA TREE LAGERSTROEMIA INDICA SPP CRAPE MYRTLE SPEQIES (MILDEW RESISTANT) ACCENT TREES CUPRESSUS SEMPERVIRENS ITAL/AN CYPRESS PRESCRIPTIVE COMPLIANCE NOTES: WUCOLS RATING MEDIUM LOW LOW SIZE QUANTITY 24" BOX 1 24" BOX 8'x4' 15 GAL 2 1. INCORPORATE COMPOST AT A RATE OF AT LEAST 4 CU. YDS. PER 1,000 SQ. FT. TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA (UNLESS CONTRAINDICATED BY A SOILS TEST). 2. FOR RESIDENTIAL AREAS, INSTALL CLIMATE ADAPTED PLANTS THAT REQUIRE OCCASIONAL, LITTLE, OR NO SUMMER WATER (AVERAGE WU COLS PLANT FACTOR 0.3) FOR 100% OF THE PLANT AREA EXCLUDING EDIBLES AND AREAS USING RECYCLED WATER. 3. A MINIMUM 3" MULCH. SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS, CREEPING OR ROOTING GROUND COVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. 4. TURF SHALL NOT EXCEED 25% OF THE LANDSCAPE AREA IN RESIDENTIAL AREAS, AND THERE SHALL BE NO TURF IN NON-RESIDENTIAL AREAS. 5. TURF IS PROHIBITED IN IN PARKWAYS LESS THAN 10' WIDE. 6. AUTOMATIC IRRIGATION CONTROLLERS ARE REQUIRED AND MUST USE EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND UTILIZE A RAIN SENSOR. 7. IRRIGATION CONTROLLERS SHALL BE OF A TYPE WHICH DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED. ' SYMBOL BOTANICAL NAME COMMON NAME WUCOLS RATING 0 LEYMUS CONDENSATUS'CANYON PRINCE" LOW CANYON PRINCE WILD RYE SIZE 1 GAL QUANTITY 33 SYMBOL 0 FESTUCA OVINA BLUE FESCUE LOW SHRUBS 0 NANDINA DOMESTICA 'HARBOUR DWARF' LOW HEAVENLY BAMBOO HYBRID SYMBOL BOTANICAL NAME COMMON NAME RHAPIOLEPIS INDICA INDIA HAWTHORN WUCOLS RATING LOW ANZIGOZANTHOS FLAVIDUS LOW KANGAROO PAW CALLISTEMON CIT. 'LITTLE JOHN' LOW DWARF BOTTLEBRUSH LANTANA "GOLD MOUND" YELLOW LANTANA LOW MYRTUS COMMUNIS COMPACTA LOW COMPACT MYRTLE PHORMIUM TENAX 'ATROPURPUREUM' LOW PURPLE NEW ZEALAND FLAX SIZE 5 GAL 5GAL. 5 GAL 5 GAL. 5 GAL. 15 GAL. QUANTITY 22 10 22 32 7 9 0 TULBAGHIA VIOLACEA SOCIETY GARLIC GROUND COVER • • • • MYOPORUM PARVIFOLIUM • • • VINES SYMBOL PROSTRATE MYOPORUM 18" O.C. SPACING BOUGAINVILLEA "BARBARA KARST" BOUGAINVILLEA VINE NO LAWN IS BEING PROPOSED FOR THIS PROJECT. NOTE: MIN. OF 3" LAYER OF BARK MULCH FOR ALL LANDSCAPE AREAS (TYPICAL) 8. PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE. 9. MANUAL SHUT-OFF VALVES (SUCH AS A GATE VALVE, BALL VALVE, OR BUTTERFLY VALVE) SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY. 10. ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/1 CC 802-2014. "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD," ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014. 11. AREAS LESS THAN TEN (10) FEET IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUN-OFF OR OVERSPRA Y. 12. NON-RESIDENTIAL PROJECTS USING POTABLE WATER WITH LANDSCAPE AREAS OF 1,000 S.F. OR MORE, A PRIVATE SUB-METER TO MEASURE LANDSCAPE WATER USE SHALL BE INSTALLED. A SUBMETER IS DEFINED AS A MASTER VALVE AND FLOW SENSOR DEVICE TO MEASURE WATER APPLIED TO THE LANDSCAPE THAT IS INSTALLED AFTER THE PRIMARY UTILITY WATER METER NO RECYCLED WATER IS REQUIRED FOR THIS PROJECT. 13. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. LOW LOW LOW SIZE QUANTITY 1 GAL. 26 5 GAL. 8 1 GAL. 45 FLATS 3 5 GAL 7 DACKFLOD PREDENTER CDECK ADDEMDLDDD[[l!J' FROM DUILDIND ITTDPD i,, 18 25' w u -> VISIBILITY TRIANGLE I~ "' w ND PLANTING: OVER 30' HT, (/) (/) '1 "' w w "' f--<[ EOIIJTINCI CURD AND DUTTER TO REMAINITTClPll Le ~ "' "' w (/) w ·a D (/) (l_ D D Q. 1~ D "' (l_ ROOT BARRIER NOTE: 1. TREE ROOT BARRIERS "DEEP ROOT UB-24" SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5' OF PUBLIC IMPROVEMENTS, INCLUDING WALKS, CURBS, STREET PAVEMENT, OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. DO NOT WRAP ROOT BARRIER AROUND ROOTBALL. MAINTENANCE NOTE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THE HOME OWNER'S ASSOCIATION (HOA) .. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEAL THY, GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT GRADING NOTE: 1. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. BUILDING UN['\_ WOO FRAMED " WATER PROORNG PER ARCH/l[CT ANO SOIL EIIGINEER R[C0/,/1,/EI/OA llONS . GARAGE WALL~ r B/0-R[l[NllON PLANllNGS (TYP) PROPOSED ~--.J6" ABS OVERFLOW CONCREI[ SPLASH BLOCK I •• STAND PIP[ 111TH CJ/Al[ PROPOSED SIDEWALK UNO[RORAIN PIPE 0-27 · · "11 lli1111ll111111 11i'11 11i'11 11i' . 11=111=111=111=111=1 I-'--+---'------""' PLANl[R 111TH 6" J/4" GRA Vfl@ BASE FOR ORA/NAG[ /1,/PfRMEABLE LINER J6' /,/IN. SIZE OUTLET TO PRff}//SllNG 0100 RUNOFF ANO DRAIN [NllRE BASIN IN 24-48 HOURS @ FLOW-THROUGH PLANTER X-S[CTION NIS 0 8 16 24 SCALE IN FEET NORTH SCALE= 3/16" : 1'-0" PRESCRIPTIVE COMPLIANCE PLANTING PLAN u U) .., "' C u M ~ Q) N .., WM ' .r: U) ~N C u l/) rl <:j-co '-Ol <( ~NVN 'Cl °' 0 LI) U) ~ ruVCO QJ QJ a:: u r-!-N 0 C. c: ~M V co ·-OMM '-u ltc °' ~ OJ.--.,-... QJ U) er: ·-01 O'I .., "O 0 ,.., ,.., .., C "' ''"" :J '<j" C: ------- I co I.O l'IJ •••• ..J M l/}1--LL. Tl n;!d, ,n1 fTUJJJ (Ii() on:om =rnn DW!lllu IUU:LI I ~Ill ll'ArTmrrrnnArno:ITIED;rn.Jj [ill 0-rDLlrnuiUIU WIUllldL J l.!J I I 1:11111 rirnr:n-mmmnTllEF@Ll u, ~ :::, -z -~ 0 I- C w w z 0:::: <( 0 b8 0 zO 0 <( z DD _o 0 0 ...J <( 0:::: u, ~ <( -D () C D <( D D ~ z 0 >< -u, REDIDIOND 0[7 DCilll DDDO[]]JJWJC: LJWIJJ DWJll' n [J]][J' DrODD DD []J_IN!JD [llU.LN IJD D PLANTIND PLAN DODITNDJ L-1 DOI DJJDD A D C D lo w _J _J <( DITlil' REAR -~--.. OARD DETDACr D COVERED PARKING GARAGE ELEC. • ........ -........ / ::= :; T SH ::: :; / ......... / ........ ~DOIJD D • [] ~--nm' DIDE nARD DETLJACK COVERED PARKING GARAGE ~DOIJD / / / " / ELEVATOR LL / / LEVATOR EQUIP. ADA ATHROOM 0 I : STAIRWELL I \ I \ I \ \ I \ \ I \ I I \ I \ I \ I I I \ \ I \ 1 I \ \ I \ \ I 2 I I \ I \ I I I \\ 4 11 \ I UNDERDROUND UNDERDROUND CAR 'l..lFT ITJ CAR 'l..lFT Oil UNDERDROUND CAR 'l..lFT Oil X UNDERDROUND CAR 'l..lFT DD X X X I \ I \ I \ I \ :i (.) w :!E I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I I \ I \ I \ I \ I \ I I \ \ \ <J " I I I NED · '" D ALKD AD.d " . <J ALL LANDSCAPE IS IRRIGATED WITH SUB-SURFACE /DRIP IRRIGATION HYDRO ZONE WATER USE IRR. TYPE SQUARE FT. BMP ZONE MED. USE DRIP IRR. 195 SO. FT. SOUTH ZONE LOW USE iDRIP IRR. 1,057 SO. FT. EAST ZONE LOW USE ;DRIP IRR. 77 SO. FT. R.O.W. ZONE MED. USE DRIP IRR. 275 SO. FT. ' WATER CONSERVATION PLAN THE PLANT PALETTE HAS BEEN SELECTED IN ORDER TO STRESS THE IMPORTANCE OF WATER-WISE LANDSCAPING, AS WELL AS PROVIDING AN AESTHETICALLY PLEASING LANDSCAPE FOR THE COMMUNITY. PLANTS SELECTED ARE CONSISTENT WITH THE CARLSBAD VILLAGE MASTER PLAN DESIGN MANUAL AS WELL AS CARLSBAD VILLAGE CENTER DESIGN MANUAL / DISTRICT 1. ALL PLANTED AREAS SHALL RECEIVE A LAYER OF BARK MULCH TO REDUCE IRRIGATION AND MAINTENANCE NEEDS. I IRRIGATION TOTAL= 1,604 SO. FT. I IRRIGATION SYSTEM DESIGN: THE SYSTEM SHALL BE DESIGNED TO REDUCE OVERALL WATER REQUIRED FOR SUPPLEMENTAL IRRIGATION. A FLOW SENSOR, RAIN SENSOR AND ET-BASED CONTROLLER SHALL BE UTILIZED TO ACHIEVE THIS GOAL. THE DELIVERY METHOD WILL BE A COMBINATION OF LOW PRECIPITATION ROTOR SPRAYS, BUBBLERS, AND DRIP IRRIGATION. HYDROZONES WILL BE SEPARATED BASED ON PLANT REQUIREMENTS AND SOLAR EXPOSURE. IRRIGATION DESIGN SHALL COMPLY WITH THE AB 1881 AND CARLSBAD LANDSCAPE MANUAL. \ \ \ \\ 5 \ I I I UNDERDROUND CAR'l..lFT W \ I I I UNDERDROUND ADA ~DOIJD X I \ I \ I \ I \ I \ OM P [!F,([]]O OTtDD \ PLATER--~ \ CAR'l..lFT 00 X I \ I \ I \ I \ I \ I \ I \ -LI -. <I 4 NED · DALKDAD " . ADA CDAIR LIFT -----... I DNq APPROXIMATE LOCATION EDIDTIND DIDED ALK TO REM IN OF WATER METER--+----[Nj []][][[[J' PROPERTD LENDTD DACKFLOD PREDENTER AND---' CD ECK ADDEMDLDDDITlil' MIND FROM OUILDINDITTDPD OAKADENUE NOTE: SEE SHEET L-1 FOR PRESCRIPTIVE COMPLIANCE CRITERIA FOR ADDITIONAL INFORMATION REGARDING IRRIGATION SYSTEM FOR THIS PROJECT. IRRIGATION LEGEND -EQUIPMENT + CONTROLS SYM. MFG. 181 HUNTER I)':(! HUNTER ® RAINBIRD 0 NIBCO ~ HUNTER 1= =: = I RAINBIRD 0 RAINBIRD ® HUNTER STATEMENT: MODEL X-CORE SERIES SOLAR SYNC PSIM40X100 T-580 ICV-101-40 XFS-06-18-XXX EMITTERS 0.60 GPH @ 12" O.C. FITTINGS: RAINBIRD XF DRIPLINE INSERT FITTINGS 44LRC HFS -FLOW SENSOR DESCRIPTION CONTROLLER USES EVAPOTRANSPIRATION DATA AND HAS BATTERY BACK-UP SO IT WON'T LOSE DA TA. MONITORS WEATHER DATA AND PROVIDES THE INFORMATION TO THE CONTROLLER FOR OPTIMAL WATERING. PRESSURE REGULATOR -40 PSI 1' SIZE BALL VALVE (LINE SIZE) REMOTE CONTORL VALVE & FILTER ASSEMBLY DRIP (DRIP SYSTEM ONLY) 1" VALVt. WITH FILTER SYS. FOR DRIP, PRESSURE REGULA TED 40 PSI SUB-SURFACE DRIPLINE AND FITTINGS INCLUDES COPPERSHIED TECHNOLOGY CONTRACTOR TO SPECIFY LENGTH OF TUBING WHEN ORDERING. INSTALL LINES AT 18" APART. 3/4"N QUICK COUPLING VALVE IRRIGATION FLOW SYNC SENSOR "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT 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." ~ 11/10/2017 ~ --,,-DA~T=E ____ _ IRRIGATION NOTE: WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO BE DRAINED ENTIRELY INTO A LANDSCAPE AREA. IRRIGATION NOTE: IRRIGATION FOR LANDSCAPE SHALL HAVE A SEPERATE WATER SERVICE -ALL IRRIGATION FOR THIS PROJECT SHALL BE DRIP IRRIGATION SYSTEMS -NON-POTABLE, TREATED RECYCLED WATER (TYPICAL). NOTE: 50% OF THE SHRUBS SHALL BE A MINIMUM OF 5 GALLON SIZE. (TYPICAL) lUL![j' Frnmmmo ~0[]]0 CAD METERn DDDDE TRANDFORMER LOCATION PER CILJIL DRALJ INIJDITTDPD ~--MINI--CLEAR FLOOR DPACE IN FRONT OF TRANDFORMERCTDPD ...____ EDIDTINll CURD AND DUTTER TO REMAIN ITDPDD AD METERD PER DD DEITTDPLl 1-w w 0::: I-D z 0 D -0 <( ~ ---...__ MINOCLEAR DPACE IN FRONT OF nAo METERD EDIDTIND CURD AND DUTTER TO REMAINITTDPD 0 8 16 24 SCALE IN FEET NORTH SCALE= 3/16" : 1'-0" WATER CONSERVATION PLAN FJITldlTTn1·111111!1lll LIUirc!/)11 Lillillr Llo::IDITil IU:UilITllCDTT:Arr 1111 r u~ JArn,rrr 1,,1 rnul ITil I r n ! rLdWIH.l DTirlldlJJlJ IJ:EITll IJITl!ll Lr ITJ"lllJIUI.ITil!Inlll1U Cl) ~ ::, -z -~ 0 I- C w w z 0::: <( 0 h8 0 zO o<( z DD -D 0 0 ....I <( 0::: Cl) ~ <( -,-1 u C D [] <( D ~ z 0 >< -Cl) REJIDIONO ][I 0[1]!] D[][DOIJDOIJD LI[ 1'1111 DOIJO' D nm' DrITJDOD DDI IJ . .11 l N IJD OOLJDD ODD[l[NOD[l [] ATER CONDERDATION PLAN LJLJ[JIJ:..NOJ L-2