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<br />DRAINAGE DIRECTION AND SLOPE
<br />PROPERTY LINE CORNER POINTS
<br />AND ELEVATION DATUM
<br />#KEYNOTE CALLOUTS
<br />EXISTING WALL TO
<br />REMAIN AND NEW WALL
<br />WALL TO BE DEMOLISHEDFIRE SEPARATION IMAGINARY LINEF.S.L
<br />FIRE SEPARATION DISTANCEF.S.D
<br />JURISDICTION HAVING AUTHORITY:SANTA ANA, CA 92703
<br />LEGAL DESCRIPTION:N-TRACT: 4659 BLOCK, LOT 28
<br />ASSESSORS PARCEL NO. APN:010-011-39
<br />IN FLOOD ZONE FEMA SHFA'S:TYPE X
<br />CONSTRUCTION TYPE:V-B (NON-RATED)
<br />ZONING:R-1
<br />OCCUPANCY GROUP:R3
<br />SPRINKLERS:NO (MAINHOUSE & ADU)
<br />NUMBER OF STORIES:1-STORY (ALLOWABLE: 27 FT)
<br />REQUIRED SETBACKS FOR ADU
<br />FRONT SETBACK 20 FT
<br />SIDE SETBACK 4 FT
<br />REAR SETBACK 4 FT
<br />LOT SIZE: 6,100 SF
<br />EXISTING AREA:
<br />1.EXISTING MAINHOUSE:
<br />-(E) LIVING: 1,374 SF
<br />-(E) PORCH:201 SF
<br />-(E) GARAGE :457 SF
<br /> (E) MAN HOUSE AREA: 2,032 SF
<br />NEW AREA:
<br />1.NEW DETACHED ADU-1STORY:
<br />-(N) LIVING: 749 SF
<br />-(N) ENTRY PORCH: 51 SF
<br /> ADU TOTAL AREA: 800 SF
<br />LOT COVERAGE:
<br />(1,347 + 457)X100% /6,100 = 29.6 % (<35%)
<br />TOTAL AREA OF YARD FRONT PROVIDE: 20'-10''x 61'-0'' = 1,331 SF
<br />LANSDSCAPE OF FRONT YARD REQUIREMENT: 65% MIN
<br />LANDSCAPE AREA OF FRONT YARD: 720+ 153= 873 SF
<br />LANSDSCAPE OF FRONT YARD PROVIDE:
<br />(873/1,331)x100 % = 65.6 % (>65 %)
<br />PERMEABLE HARDSCAPE AREA OF FRONT YARD REQUIREMENT: 35% MAX
<br />HARDSCAPE AREA OF FRONT YARD: 458 SF
<br />PERMEABLE HARDSCAPE AREA OF FRONT YARD PROVIDE:
<br />(458/1,331)x100%= 34.4% (<35%)
<br />PARKING REQUIRED:
<br />(E) MAINHOUSE: 4 STALLS
<br />(N) ADU: 0 STALLS
<br />TOTAL: 4 STALLS
<br />PARKING PROVIDED:
<br />(E) MAINHOUSE : 4 STALLS -2 OPEN SPACE (10'X20'') & 2CAR-GARAGE
<br />(N) ADU: 0 STALLS
<br />TOTAL: 4 STALLS
<br />(THE ACCESSORY DWELLING UNIT IS LOCATED WITHIN
<br />ONE-HALF MILE WALKING DISTANCE OF PUBLIC TRANSIT.
<br />NO ADDITIONAL PARKING SPACE REQUIRED)
<br />1. DEMOLITION CONTRACTOR SHALL RELOCATE REUSABLE MATERIALS TO DESIGNATED SALVAGE AREA, NON-USABLE MATERIALS SHALL BE PLACED APPROPRIATELY IN REFUSE BIN
<br />AND SHALL BE COVERED AT NIGHT AND DURING RELATIVE HIGH WINDS, RAIN, ETC...REFUSE BIN SHALL BE COVERED DURING TRANSFER TO AND FROM DUMP SITE. CONTRACTOR
<br />TO BE LIABLE FOR REFUSE SPILLING. ALL DEBRIS TO BE HAULED AWAY AND CLEAN-UP SHALL BE COMPLETED TO BROOM FINISH. EXISTING MATERIALS AND/OR STRUCTURE TO
<br />REMAIN SHALL BE PROTECTED FROM DUST, PAINT CHIPPING, ETC..., BY USE OF PLASTIC OR WHATEVER IS REQUIRED FOR PROPER PROTECTION. EXISTING STRUCTURES SHALL
<br />HAVE BRACING AND SHORING AS REQUIRED TO PROTECT THE EXISTING STRUCTURE. PROVIDE DE-WATERING FACILITIES FOR CONSTRUCTION AS REQUIRED. COORDINATE AS-BUILT
<br />INFORMATION, STRUCTURAL, ETC. TO DESIGNER/ENGINEER AS REQUIRED.
<br />2. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE
<br />MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER
<br />OR STORM DRAIN SYSTEM.
<br />3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES,
<br />PULLBOXES,TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN
<br />FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL
<br />EXPENSES.
<br />4. WHEN UTILITIES METER ALTERATION / RELOCATION OCCUR, INSTALLATION PROCEDURES SHALL BE VERIFIED AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO
<br />INSTALLATION.
<br />5. NOTIFY AQMD FOR ASBESTOS REMOVAL PROCEDURE AND SUBMIT ASBESTOS REPORT TO BUILDING DIVISION PRIOR TO DEMOLITION PERMIT ISSUANCE.
<br />6. ALL CONSTRUCTION WASTE AND DEBRIS MUST BE CONTAINERIZERD AT ALL TIMES.
<br />7. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
<br />8. NEW BUILDING SHALL HAVE APPROVED ADDRESS NUMBERS (CRC R319.1) IN A POSITION THAT IS PLAINLY VISIBLE FROM THE STREET FRONTING THE PROPERTY. NUMBERS SHALL
<br />CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE A MINIMUM 4 INCHES HIGH AND 1/2 INCH STROKE WIDTH
<br />-IF ILLUMINATED; COMPLY WITH CALIFORNIA ENERGY CODE SECTION 140.8; OR
<br />-SIGN SHALL CONSUME NO MORE THAN 5 WATTS OF POWER AS DETERMINED ACCORDING TO SECTION 130.0(C).
<br />9. CONCRETE SLAB AND UNDER-FLOOR INPECTIONSIN SHALL BE MADE ATERAFIN-SLAB O UNDER-FLOOR REINFORCING STEEL AND BUILDINGSERVICE EQUIPMENT, CONDUCTS, PIPING
<br />OR ORTHE ANCILLARY BUILDING TRADE PRODUCTS OR EQUIPMENT ARE INSTALLED, BUT BEFORE ANY CONCRETE IS PLACED OR FLOOR SHEATHING IS INSTALLED, INCLUDING THE
<br />SUBFLOOR. (R109.1.1.1)
<br />10. ROUGH INSPECTION OF PLUMBING, MECHANICAL GAS AND ELECTRICAL SYSTEMS SHALL BE MADE PRIOR TO COVERING OR CONCEALMENT, BEFORE FIXTURES OR APPLIANCES ARE
<br />SET OR INSTALLED , AND PRIOR TO FRAMING INSPECTION. (R109.1.2)
<br />11. WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SEC. 604.1 OF THE CALIFORNIA PLUMBING CODE. PEX, CPVC AND OTHER PLASTIC WATER PIPING
<br />SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC.604 OF THE CPC, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC AND MANUFACTURERS
<br />RECOMMENDED INSTALLTION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC 604.1.1 OF THE CPC PRIOR TO PERMIT
<br />ISSUANCE.
<br />1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
<br />ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES,
<br />TRANSFORMERS, VAULTS, PUMPS,VALVES, METERS, ETC) OR TO THE LOCATION OF THE
<br />HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-
<br />WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY
<br />CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.
<br />2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON
<br />THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE
<br />EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.
<br />3. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING
<br />SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
<br />4. PROVIDE 72" HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED
<br />SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE.
<br />5. ALL CONSTRUCTION WASTE AND DEBRIS MUST BE CONTAINERIZED AT ALL TIMES
<br />6. FINAL APPROVAL REQUIRED BY THE PUBLIC WORKS DEPARTMENT FOR STREET
<br />IMPROVEMENTS, CURB CORES, CURB/GUTTERS, ETC. SEPARATE PUBLIC WORKS PERMIT
<br />REQUIRED FOR DRIVEWAYS, APPROACH TO DRIVEWAY, SEWER LATERALS AND ANY WORK
<br />IN RIGHT OF WAY.
<br />7. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL
<br />CODES AND AMENDMENTS.
<br />8. A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES WHICH DEFINE
<br />PROPERTY LINES, SET BACKS, DESIGNATED PARKLAND OR STREET RIGHT-OF-WAY.
<br />9. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE
<br />PROJECT.
<br />10. WATER HEATER MUST BE STRAPPED TO WALL. SEE DETAIL ON SHEET 00-G-300.
<br />11. PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER
<br />HEADS AND TOILETS MUST BE ADAPTED FOR WATER CONSUMPTION.
<br />12. LAG BOLTS: PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA. FOR
<br />SMOOTH SHANK PORTION. 91 NDS
<br />13. BLOCKING. ROOF RAFTERS AND CEILING JOINTS SHALL BE SUPPORTED LATERALLY TO
<br />PREVENT ROTATION & LATERAL DISPLACEMENT IN ACCORDANCE w/ THE PROVISIONS OF
<br />CH.8 & CH.6
<br />14. CONTRACTOR AND/OR OWNER SHALL VERIFY CONSTRUCTION SITE TO CONFIRM THAT
<br />THERE IS NO TRACEOF DEMOLISHED SWIMMING POOL WITHIN 5 FT FROM PROPOSED
<br />PERIMETER OF THE CONSTRUCTION SITE. OTHERWISE, THEY NEED TO SUBMIT SOIL
<br />COMPACTION REPORT FROM LICENSED SOIL ENGINEER TO BUILDING INSPECTOR PRIOR TO
<br />FOUNDATION INSPECTION.
<br />15. SHEARWALLS, LATHING & PLASTER IN MATERIALS SHALL CONFORM TO THE STANDARD
<br />LISTED IN CH.6 & CH.7 CRC
<br />16. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. "ENGINEER" MUST
<br />INCLUDE IN STRUCTURAL OBSERVATION NOTES.
<br />17. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.
<br />18. CONCRETE 2500 PSI
<br />19. PARALLEL BEAM E.2.0 PSL
<br />20. UFER GROUND IS REQUIRED AT NEW ELECTRICAL SERVICE.
<br />21. UNDERGROUND UTILITIES REQUIRED ON SITE PLAN AND SHOW FOR ELECTRICAL, CABLE
<br />TV. AND TELEPHONE
<br />22. ARC FAULT CIRCUIT INTERRUPTION PROTECTION IS REQUIRED FOR ALL BRANCH
<br />CIRCUITS PER 2022 CRC210.12 SHALL BE AFCI PROTECTED
<br />23. BATHROOMS, KITCHEN, GARAGE & OUTSIDE OUTLETS WILL BE GFCI PROTECTED
<br />RECEPTACLE OUTLETS.
<br />24. WATER SAVING WATER CLOSET w/1.28 GALLONS PER FLUSH.
<br />25. PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND LAUNDRY ROOMS WITHOUT
<br />OPENABLE WINDOW.
<br />26. GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24" ARC OF A
<br />DOORWAY'S VERTICAL EDGE MUST COMPLY WITH CH.3 CRC
<br />27. LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF
<br />THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER.
<br />28. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH A
<br />NATURAL LIGHT IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDE AN
<br />AVERAGE ILLUMINATION OF 6 FEET-CANDLES OVER THE AREA OF THE ROOM AT A
<br />HEIGHT OF 30" ABOVE THE FLOOR LEVEL.
<br />29. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT
<br />DOCUMENTS, SURVEY THE PROPERTY AND BECOME FAMILIAR WITH THE EXISTING
<br />CONDITIONS AND SCOPE OF WORK. ALL COST SUBMITTED SHALL BE BASED ON A
<br />THROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY DISCREPANCY
<br />AND/OR UNCERTAINTY AS TO WHAT MATERIALS OR PRODUCT IS TO BE USED SHOULD
<br />BE VERIFIED WITH THE OWNER OR ENGINEER OF RECORD.
<br />30. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.
<br />31. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER
<br />AND THE DESIGNER/ENGINEERS SHALL BE NOTIFIED, IN WRITING, IMMEDIATELY.
<br />32. THE CALIFORNIA SWIMMING POOL SAFETY ACT (HEALTH & SAFETY CODE SECTION
<br />115920) MANDATES THAT ALL DOORS PROVIDING DIRECT ACCESS FROM THE
<br />RESIDENCE TO A NEW SWIMMING POOL AND/OR SPA IS PROVIDE WITH AN APPROVED
<br />SAFETY COVER OR THE POOL AND/OR SPA IS ISOLATED FROM DIRECT ACCESS TO THE
<br />HOME BY AN APPROVED POOL FENCE AND GATE ENCLOSURE.
<br />33. BOTH ADU AND PRIMARY DWELLING ROOF MUST MATCH AND BE SUBSTANTIALLY
<br />SIMILAR IN DESIGN, PITCH, COLOR, MATERIAL AND TEXTURE.
<br />34. FINAL ELECTRICAL PANEL LOCATION WILL BE AS DETERMINED BY SCE AND
<br />CITYINSPECTOR
<br />ID BUS STOP: 6639
<br />PROJECT LOCATIONS
<br />FIRE HYDRANT LOCATIONS
<br />LEGAL JURISDICTION : CITY OF SANTA ANA, CA 92703.
<br />THE CURRENT PREVAILING BUILDING AND CONSTRUCTION CODES ARE AS FOLLOWS:
<br />2022 CALIFORNIA BUILDING CODE
<br />2022 CALIFORNIA RESIDENTIAL CODE
<br />2022 CALIFORNIA FIRE CODE
<br />2022 CALIFORNIA MECHANICAL CODE
<br />2022 CALIFORNIA ELECTRICAL CODE
<br />2022 CALIFORNIA PLUMBING CODE
<br />2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br />2022 SANTA ANA CITY ZONING AND SUBDIVISION ORDINANCE
<br />REGULATION OF THE STATE AND LOCAL FIRE MARSHALS & CITY ORDINANCE. CITY OF
<br />SANTA ANA MUNICIPAL CODE.
<br />THIS PROPOSED PROJECT CONSISTS OF:
<br />-BUILD A NEW DETACHED ADU 749 SF AND NEW PORCH FOR ADU 51 SF, WITH:
<br /> 2 BEDROOM, 2 BATHROOM, LIVING+ KITCHEN , LAUNDRY.
<br />OWNER:
<br />NAME: QK HA FAMILY LIMITED PARTNERSIP AND
<br />HUONG HAILEY HA
<br />ADDRESS: 421 S CENTER ST, SANTA ANA, CA 92703
<br />PHONE:
<br />EMAIL:
<br />DESIGNER:
<br />NAME: TRINH HA
<br />16168 BEACH BLVD, STE#201C,
<br />HUNTINGTON BEACH, CA 92647
<br />PHONE: 714-928-8006
<br />EMAIL:
<br />ENGINEER OF RECORD:
<br />NAME: TUNG VO
<br />16168 BEACH BLVD, STE#201C,
<br />HUNTINGTON BEACH, CA 92647
<br />PHONE: 714-928-8006
<br />EMAIL: TUNGCIVIL2018@GMAIL.COM
<br />AD
<br />U
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<br />.
<br />
<br />MH. SIDE SETBACK REQ.
<br />(E)
<br />PARKING
<br />SPACE
<br />(E)
<br />PARKING
<br />SPACE FOR
<br />CE
<br />N
<br />T
<br />E
<br />R
<br />
<br />S
<br />T
<br />R
<br />E
<br />E
<br />T
<br />10
<br />'
<br />-
<br />0
<br />"
<br />20'-0"
<br />(E) 2 CAR-GARAGE
<br />457 SF
<br />421 S CENTER ST,
<br />SANTA ANA, CA 92703
<br />(E) MAINHOUSE -1 STORY
<br />(LIVING AREA = 1,347 SF)
<br />(E) ELECTRIC POLE
<br />4
<br />7
<br />8
<br />(E
<br />)
<br />
<br />D
<br />R
<br />I
<br />V
<br />E
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<br />T
<br />I
<br />E
<br />S
<br />
<br />TO CENTERLINE
<br />30'-0"
<br />(E)
<br />3'-0"
<br />(E)
<br />14'-0"
<br />(E)
<br />3'-0"
<br />511
<br />5'-0"
<br />5'-0"
<br />MH. SIDE SETBACK REQ.
<br />(E)
<br />18'-0"
<br />(E)
<br />8'-0"
<br />(E)
<br />4'-0"
<br />28
<br />EASEMENT
<br />10'-0"
<br />20'-0"
<br />(E) FRONT SETBACK
<br />21'-10"
<br />(E)
<br />42'-10"
<br />(E) MH. REAR SETBACK
<br />35'-5"
<br />(E)
<br />26'-10"
<br />(E)
<br />37'-10"
<br />(E) SIDE SETBACK
<br />5'-10"
<br />(E)
<br />47'-4"
<br />(E) SIDE SETBACK
<br />7'-10"
<br />(E)
<br />3'-1"
<br />(E)
<br />1'-0"
<br />(E)
<br />1'-0"
<br />(E)
<br />1'-0"
<br />2'-0"
<br />2'-0"
<br />1'-0"
<br />(E)
<br />3'-9"
<br />(E)
<br />1'-0"
<br />(E)
<br />1'-0"
<br />(E)
<br />1'-0"
<br />(E)
<br />5'-0"
<br />(E)
<br />20'-10"
<br />(E) OVERHANG
<br />6'-0"
<br />(E)
<br />4'-10"
<br />(E)
<br />1'-0"
<br />(E)
<br />19'-9"
<br />(E)
<br />7'-8"
<br />(E)
<br />23'-0"
<br />(E)
<br />23'-4"
<br />(E)
<br />19'-6"
<br />22
<br />20
<br />20
<br />20
<br />20
<br />20
<br />20
<br />24
<br />24
<br />24
<br />24
<br />24
<br />24
<br />17
<br />17
<br />1717.2
<br />17.3
<br />17.3
<br />17.3
<br />30.1
<br />PL 100.08'
<br />PL
<br />
<br />6
<br />1
<br />.
<br />0
<br />0
<br />'
<br />PL
<br />
<br />6
<br />1
<br />.
<br />0
<br />0
<br />'
<br />PL 100.06''
<br />1.21.41.31.7
<br />1.5
<br />2.22.1
<br />(E) GARAGE SETBACK
<br />4'-9"(E)
<br />6'-10"
<br />(E)
<br />1'-0"
<br />ADU. SIDE SETBACK REQ.
<br />ADU. SIDE SETBACK REQ. 4'-0"
<br />4'-0"
<br />24
<br />28.1
<br />16.1 (N)
<br />PORCH
<br />51 SF
<br />5'-5 1/2"
<br />9'-4"9'-7"
<br />4'-0"
<br />1'-0"
<br />6"10'-0"
<br />12'-8 1/2"
<br />1'-0"
<br />F.S.D
<br />3'-0"
<br />F.S.D
<br />3'-0"
<br />33
<br />31
<br />24
<br />24
<br />24
<br />14
<br />14
<br />14
<br />99
<br />8.1
<br />16
<br />(E) PORCH
<br />201 SF
<br />DISTANCE TO BUILDING
<br />6'-0"18'-11"
<br />ADU. REAR SETBACK
<br />10'-6"
<br />423 S CENTER ST,
<br />SANTA ANA, CA 92703
<br />(N) DETACHED ADU -1 STORY
<br />(LIVING AREA = 749 SF)
<br />ADU. SIDE SETBACK
<br />13'-8 1/2"
<br />42'-3 1/2"
<br />ADU. SIDE SETBACK
<br />5'-0"
<br />1
<br />01-A-301
<br />1
<br />01-A-301
<br />2
<br />01-A-301
<br />4
<br />01-A-301
<br />3
<br />01-A-301
<br />13
<br />11.1
<br />11.1
<br />10.1
<br />(E)
<br />20'-0"
<br />20.1
<br />(N) LANDSCAPE AREA= 153 SF
<br />(E) LANDSCAPE AREA= 720 SF
<br />HARDSCAPE AREA = 458 SF
<br />36'-10"
<br />99
<br />12'-4 1/2"
<br />3'-11 1/2"
<br />6'-0"
<br />3'-0"
<br />(N
<br />)
<br />
<br />L
<br />A
<br />N
<br />D
<br />I
<br />N
<br />G
<br />
<br />
<br />18
<br />
<br />S
<br />F
<br />7'-0"
<br />3'-0"(N) LANDING
<br />21 SF
<br />8.1
<br />2025.03
<br />10.10.2025
<br />©2025Sheet No.
<br />Rev.
<br />Project No.
<br />Date Print:
<br />Design by
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<br />Description.
<br />1.07.23.2025Correction 1st.
<br />2.09.12.2025Correction 2nd.
<br />3.10.20.2025Correction 3rd.
<br />01-A-000
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<br />PROJECT DATA /
<br />SITE PLAN
<br />CONSTRUCTION NOTES
<br />GENERAL NOTES
<br />VICINITY MAPPROJECT DATA SHEET INDEX
<br />SYMBOL LEGEND
<br />SCOPE OF WORK
<br />APPLICABLE CODES
<br />SITE PLAN KEYNOTES
<br />DIG ALERT (811) IS TO BE CONTACTED AND THAT COMPLIANCE WITH
<br />EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL
<br />BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE.
<br />DIG ALERT 811
<br />DIRECTORY
<br />PARCEL MAP
<br />00-G-000 COVER SHEET
<br />00-G-200 CAL GREEN CODE
<br />00-G-201 CAL GREEN CODE
<br />00-G-300 GENERAL DETAILS
<br />01-A-000 PROJECT DATA / SITE PLAN
<br />01-A-001 EXISTING SITE PLAN
<br />01-A-100 EXISTING_MAINHOUSE FLOOR PLANS
<br />01-A-101 EXISTING_MAINHOUSE ELEVATIONS
<br />01-A-200 PROPOSED_ ADU FLOOR & ROOF PLAN
<br />01-A-201 PROPOSED_ ELEVATIONS & SECTIONS
<br />01-A-202 DOOR & WINDOW SCHEDULE
<br />01-A-300 ARCHITECTURAL DETAILS
<br />01-A-301 FIRE PROTECTION DETAILS
<br />04-D-001 DRAINAGE PLAN
<br />05-E-001 PROPOSED_ADU CEILING ELECTRICAL PLAN
<br />02-S0.0 GENERAL STRUCTURAL NOTES
<br />02-S0.1 TYPICAL DETAILS
<br />02-S1.0 FOUNDATION PLAN AND FRAMING PLAN
<br />02-SD1 STRUCTURAL DETAILS
<br />02-SD2 STRUCTURAL DETAILS
<br />03-T-000 TITLE 24 MANDATORY MEASURES SUMMARY
<br />03-T-001 TITLE 24 _DETACHED ADU
<br />1.2 (N) ELECTRICAL PANEL FOR ADU 200 AMP, WITH A 225A BUS BAR
<br />1.3 "(N) 60 AMP SUBPANEL FOR ADU ESS SYSTEM"
<br />1.4 (N) ELECTRICAL METER FOR ADU 200 AMP
<br />1.5 UPGRADE ELECTRICAL SUB PANEL FOR MAINHOUSE 200 AMP, WITH A 225A BUS BAR
<br />1.7 (N) ELECTRICAL METER FOR MAINHOUSE 200 AMP, RELOCATION
<br />2.1 (N) ELECTRICAL WIRE UNDERGROUND CONNECT FROM ELECTRIC METER/PANEL
<br />2.2 (N) DROP ELECTRIC WIRE UNDERGROUND CONNECT FROM ELECTRIC POLE
<br />4 (E) GAS METER
<br />5 (E) GAS SUPPLY LINE, 3/4" MIN. STAINLESS STEEL PIPE
<br />7 (E) WATER METER
<br />8 (E) WATER SUPPLY LINE, 1" MIN. COPPER PIPE
<br />8.1 (N) WATER SUPPLY LINE, 1" MIN. COPPER PIPE OR 1" MIN. POLYVINYL CHLORIDE PIPE CONNECTED FROM THE
<br />EXISTING SYSTEM OF THE MAIN HOUSE
<br />10.1 (N) CLEAN-OUT
<br />11 (E) SEWER LINE CONECTED TO EXISTING SYSTEM OF THE CITY
<br />11.1 "(N) SEWER LINE. (4'' MIN. DIA. SEWER LINE, FROM (N) DWELLING UNIT WITH MINIMUM 2% SLOPE FRO
<br />DRAINAGE)"
<br />13 (E) DRIVEWAY PARKING
<br />14 (E) WALKWAY / (E) YARD CONCRETE
<br />16 (E) LANDING
<br />16.1 (N) LANDING. 1 1/2" BELOW THRESHOLD.MINIMUM 36" IN DEPTH. MIN. 2% SLOPE AWAY FROM BUILDING.
<br />17 (E) PERIMETER FENCE, 6FT HEIGHT- BLOCK WALL
<br />17.2 (E) PERIMETER FENCE- STELL, 6FT HEIGHT
<br />17.3 (E) PERIMETER FENCE- BLOCK WALL & STELL ABOVE, 5FT HEIGHT (V.I.F)
<br />20 (E) LANDSCAPE
<br />20.1 (N) LANDSCAPE
<br />22 (E) TREE
<br />24 ROOF/ FLOOR LINE ABOVE
<br />28 (E) POST
<br />28.1 (N) POST, PER STRUCT.
<br />30.1 (E) AC UNIT
<br />31 (N) DUCTLESS MULTI-SPLIT SYSTEM AC. PER T-24
<br />33 (N) HEAT PUMP WATER HEATERS PER T-24, MODEL: PROPH50 T2 RH37515 (50 GAL, JA13) , EQUIPMENT
<br />CABINET TO BE PAINTED TO MATCH THE ADU EXTERIOR MATERIALS
<br />99 1HR FIRE-RATED WALL PROVIDE UNPROTECTED OPENING MAX 25% OF WALL AREA, SEE CALCUALTION ON
<br />ELEVATION VIEW.
<br />1/8" = 1'-0"1PROPOSED SITE PLAN
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