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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 />EXISTING DRAINAGE DIRECTION AND SLOPE
<br />JURISDICTION HAVING AUTHORITY:SANTA ANA, CA 92706
<br />LEGAL DESCRIPTION:N-TRACT 1335, LOT 63
<br />ASSESSORS PARCEL NO. APN:003-133-20
<br />IN FLOOD ZONE FEMA SHFA'S:TYPE X
<br />CONSTRUCTION TYPE:V-B (NON-RATED)
<br />ZONING:R1
<br />OCCUPANCY GROUP:R3/U
<br />SPRINKLERS:NO (MAINHOUSE & ADU)
<br />NUMBER OF STORIES ADU :1-STORY (ALLOWABLE: 18 FT)
<br />REQUIRED SETBACKS
<br />FRONT SETBACK 20 FT
<br />SIDE SETBACK 5 FT
<br />REAR SETBACK 20 FT
<br />LOT SIZE: 7,755 SF
<br />AREA:
<br />EXISTING UNIT:
<br />-(E) MAIN HOUSE:1220 SF
<br />-(E) GARAGE: 380 SF
<br />-(E) PORCH:81 SF
<br />-(E) REAR PORCH:124 SF
<br />NEW DETACHED ADU:749 SF
<br />LOT COVERAGE:
<br />=(1220+380+81+124+749)/7755*100%=32.93%(<35%)
<br />THE ADU sf / SFD sf RATIO IS FOR PARK & AMP; REC FEE PURPOSE
<br /> = (749 / 1220) * 100% = 61.4 %
<br />LANDSCAPE FRONT YARD:
<br />-(E) GRASS:815 SF
<br />-(E) TOTAL FRONT YARD:1000 SF
<br />-DRIVE WAY:185 SF
<br />LANDSCAPE (%): 815/1000*100%=81%
<br />1. DEMOLITION CONTRACTOR SHALL RELOCATE REUSABLE MATERIALS TO DESIGNATED SALVAGE AREA, NON-USABLE MATERIALS
<br />SHALL BE PLACED APPROPRIATELY IN REFUSE BIN AND SHALL BE COVERED AT NIGHT AND DURING RELATIVE HIGH WINDS,
<br />RAIN, ETC...REFUSE BIN SHALL BE COVERED DURING TRANSFER TO AND FROM DUMP SITE. CONTRACTOR TO BE LIABLE FOR
<br />REFUSE SPILLING. ALL DEBRIS TO BE HAULED AWAY AND CLEAN-UP SHALL BE COMPLETED TO BROOM FINISH. EXISTING
<br />MATERIALS AND/OR STRUCTURE TO REMAIN SHALL BE PROTECTED FROM DUST, PAINT CHIPPING, ETC..., BY USE OF PLASTIC OR
<br />WHATEVER IS REQUIRED FOR PROPER PROTECTION. EXISTING STRUCTURES SHALL HAVE BRACING AND SHORING AS REQUIRED
<br />TO PROTECT THE EXISTING STRUCTURE. PROVIDE DE-WATERING FACILITIES FOR CONSTRUCTION AS REQUIRED. COORDINATE
<br />AS-BUILT 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
<br />BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES
<br />OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN
<br />SYSTEM.
<br />3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER
<br />DISTRIBUTION FACILITIES (POWER POLES, PULLBOXES,TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES,
<br />ETC.) OR TO THE LOCATION OF THE 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 CAUSE CONSTRUCTION DELAYS
<br />AND/OR ADDITIONAL EXPENSES.
<br />4. WHEN UTILITIES METER ALTERATION / RELOCATION OCCUR, INSTALLATION PROCEDURES SHALL BE VERIFIED AND APPROVED
<br />BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION.
<br />5. NOTIFY AQMD FOR ASBESTOS REMOVAL PROCEDURE AND SUBMIT ASBESTOS REPORT TO BUILDING DIVISION PRIOR TO
<br />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
<br />STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE A
<br />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
<br />BUILDINGSERVICE EQUIPMENT, CONDUCTS, PIPING OR ORTHE ANCILLARY BUILDING TRADE PRODUCTS OR EQUIPMENT ARE
<br />INSTALLED, BUT BEFORE ANY CONCRETE IS PLACED OR FLOOR SHEATHING IS INSTALLED, INCLUDING THE SUBFLOOR.
<br />(R109.1.1.1)
<br />10. ROUGH INSPECTION OF PLUMBING, MECHANICAL GAS AND ELECTRICAL SYSTEMS SHALL BE MADE PRIOR TO COVERING OR
<br />CONCEALMENT, BEFORE FIXTURES OR APPLIANCES ARE 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
<br />CODE. PEX, CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />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
<br />SEC 604.1.1 OF THE CPC PRIOR TO PERMIT ISSUANCE.
<br />1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
<br />UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
<br />(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,VALVES,
<br />METERS, ETC) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL
<br />NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES
<br />ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE
<br />CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.
<br />2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL
<br />GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
<br />CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE
<br />FUEL GAS PIPING.
<br />3. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION.
<br />EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER
<br />CONSUMPTION.
<br />4. PROVIDE 72" HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND
<br />APPROVED 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
<br />PERMIT REQUIRED FOR DRIVEWAYS, APPROACH TO DRIVEWAY, SEWER
<br />LATERALS AND ANY WORK IN RIGHT OF WAY.
<br />7. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND
<br />LOCAL CODES AND AMENDMENTS.
<br />8. A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES
<br />WHICH DEFINE PROPERTY LINES, SET BACKS, DESIGNATED PARKLAND OR
<br />STREET RIGHT-OF-WAY.
<br />9. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION
<br />OF THE PROJECT.
<br />10. WATER HEATER MUST BE STRAPPED TO WALL. SEE DETAIL ON SHEET A-03.
<br />11. PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING
<br />SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR WATER CONSUMPTION.
<br />12. LAG BOLTS: PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL
<br />DIA. FOR SMOOTH SHANK PORTION. 91 NDS
<br />13. BLOCKING. ROOF RAFTERS AND CEILING JOINTS SHALL BE SUPPORTED
<br />LATERALLY TO PREVENT ROTATION & LATERAL DISPLACEMENT IN ACCORDANCE
<br />w/ THE PROVISIONS OF CH.8 & CH.6
<br />14. CONTRACTOR AND/OR OWNER SHALL VERIFY CONSTRUCTION SITE TO CONFIRM
<br />THAT THERE IS NO TRACEOF DEMOLISHED SWIMMING POOL WITHIN 5 FT FROM
<br />PROPOSED PERIMETER OF THE CONSTRUCTION SITE. OTHERWISE, THEY NEED TO
<br />SUBMIT SOIL COMPACTION REPORT FROM LICENSED SOIL ENGINEER TO
<br />BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.
<br />15. SHEARWALLS, LATHING & PLASTER IN MATERIALS SHALL CONFORM TO THE
<br />STANDARD LISTED IN CH.6 & CH.7 CRC
<br />16. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. "ENGINEER"
<br />MUST INCLUDE IN STRUCTURAL OBSERVATION NOTES.
<br />17. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.
<br />18. CONCRETE 3000PSI
<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,
<br />CABLE 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
<br />WITHOUT OPENABLE WINDOW.
<br />26. GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24" ARC
<br />OF A DOORWAY'S VERTICAL EDGE MUST COMPLY WITH CH.3 CRC
<br />27. LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE
<br />WIDTH OF 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
<br />AN AVERAGE ILLUMINATION OF 6 FEET-CANDLES OVER THE AREA OF THE ROOM
<br />AT A 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
<br />EXISTING CONDITIONS AND SCOPE OF WORK. ALL COST SUBMITTED SHALL BE
<br />BASED ON A THROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED.
<br />ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIALS OR PRODUCT
<br />IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER OR ENGINEER OF
<br />RECORD.
<br />30. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
<br />SCALE.
<br />31. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE
<br />OWNER AND THE DESIGNER/ENGINEERS SHALL BE NOTIFIED, IN WRITING,
<br />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
<br />APPROVED SAFETY COVER OR THE POOL AND/OR SPA IS ISOLATED FROM DIRECT
<br />ACCESS TO THE 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 />35. STATES THAT ALL UTILITIES WILL BE UNDERGROUNDED PER SAMC 41-626.
<br />17th-Santiago
<br />Stop ID: 5926
<br />Bus stop
<br />PROJECT LOCATIONTHE NEAREST PUBLIC
<br />FIRE HYDRANT IS IN
<br />FRONT OF THE PROJECT
<br />LEGAL JURISDICTION : CITY OF SANTA ANA, CA 92706
<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 ZONING AND SUBDIVISION ORDINANCE
<br />REGULATION OF THE STATE AND LOCAL FIRE MARSHALS & CITY ORDINANCE. CITY OF SANTA ANA MUNICIPAL CODE.
<br />OWNER:
<br />NAME: Neil Oscar Rosales and
<br /> Kristi Lyn Lewis Rosales
<br />Address: 2111 N Poinsettia St, Santa Ana, CA 92706
<br />PHONE: (714) 510 -1110
<br />EMAIL: trutone@mac.com
<br /> luminancephoto@icloud.com
<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 />-TOTAL: PROVIDE 4 PARKING SPACE
<br />8
<br />7
<br />F.S.D.
<br />13'-6"
<br />20
<br />F
<br />T
<br />
<br />R
<br />E
<br />Q
<br />.
<br />
<br />F
<br />R
<br />O
<br />N
<br />T
<br />
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<br />E
<br />T
<br />B
<br />A
<br />C
<br />K
<br />
<br />(
<br />N
<br />O
<br />
<br />C
<br />H
<br />A
<br />N
<br />G
<br />E
<br />)
<br />STREET CURB
<br />& GUTTER
<br />(E) GARAGE
<br />(E) MAINHOUSE -1 STORY
<br />(LIVING AREA = 1220 SF)
<br />2109 N POINSETTIA ST,
<br />SANTA ANA, CA 92706
<br />(E
<br />)
<br />
<br />R
<br />E
<br />A
<br />R
<br />
<br />P
<br />O
<br />R
<br />C
<br />H
<br />12
<br />4
<br />
<br />S
<br />F
<br />(E) PORCH
<br />81 SF
<br />2109 N POINSETTIA ST,
<br />SANTA ANA, CA 92706
<br />(N) DETACHED ADU -1 STORY
<br />(LIVING AREA = 749 SF)
<br />PL
<br />
<br />5
<br />0
<br />.
<br />0
<br />0
<br />'
<br />PL 155.10'
<br />PL 155.10'
<br />PL
<br />
<br />5
<br />0
<br />.
<br />0
<br />0
<br />'
<br />5FT REQ. SIDE SETBACK
<br />5FT REQ. SIDE SETBACK
<br />20
<br />F
<br />T
<br />
<br />R
<br />E
<br />Q
<br />.
<br />
<br />R
<br />E
<br />A
<br />R
<br />
<br />S
<br />E
<br />T
<br />B
<br />A
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<br />K
<br />5F
<br />T
<br />
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<br />E
<br />Q
<br />.
<br />
<br />E
<br />A
<br />S
<br />E
<br />M
<br />E
<br />N
<br />T
<br />7'
<br />-
<br />6
<br />"
<br />37
<br />'
<br />-
<br />6
<br />"
<br />SIDE SETBACK
<br />5'-0"
<br />(E) FRONT SETBACK
<br />29'-1"
<br />(E)
<br />19'-0"
<br />(E)
<br />46'-6"
<br />REAR SETBACK
<br />60'-6"
<br />(E) FRONT SETBACK
<br />29'-1"
<br />(E)
<br />18'-11"
<br />(E)
<br />13'-2"
<br />(E)
<br />4'-9"
<br />(E)
<br />23'-6"
<br />(E)
<br />5'-2"
<br />REAR SETBACK
<br />60'-6"
<br />(E) SIDE SETBACK
<br />5'-0"
<br />(E)
<br />14'-0"
<br />(E)
<br />6'-0"
<br />(E)
<br />20'-0"
<br />(E) S. SB.
<br />5'-0"
<br />35.130.1
<br />27
<br />(E)
<br />22'-7"
<br />(E)
<br />35'-1"
<br />(E)
<br />46'-1 1/2"
<br />(E)
<br />14'-11"
<br />(E)
<br />11'-1"
<br />(E) SIDE SETBACK
<br />5'-0"
<br />(E)
<br />24'-0"
<br />(E)
<br />12'-0"
<br />(E) SIDE SETBACK
<br />9'-0"
<br />(E)
<br />1'-6"
<br />(E)
<br />1'-6"
<br />(E)
<br />1'-6"
<br />(E)
<br />1'-6"
<br />(E)
<br />7'-8"
<br />(E)
<br />1'-6"
<br />(E)
<br />1'-6"
<br />(E)
<br />14'-8"
<br />(E)
<br />6'-8"
<br />24
<br />24
<br />24
<br />24 24
<br />24
<br />24
<br />24
<br />6
<br />11
<br />11.15
<br />11
<br />8.1
<br />9
<br />13.1
<br />20.1
<br />20
<br />14
<br />14
<br />AR
<br />E
<br />A
<br />
<br />I
<br />N
<br />
<br />2
<br />0
<br />F
<br />T
<br />
<br />S
<br />E
<br />T
<br />B
<br />A
<br />C
<br />K
<br />
<br />4
<br />7
<br />3
<br />
<br />S
<br />F
<br />3'-9"5'-6"
<br />CURB TO CENTER OF STREET
<br />16'-0"
<br />22
<br />95
<br />10
<br />01-A-301
<br />19 17
<br />17
<br />17
<br />7
<br />01-A-301
<br />7
<br />01-A-301
<br />96
<br />(2) UTILITY DROP
<br />INSTALL UNDERGROUND
<br />INSTALL UNDERGROUND ELECTRICAL
<br />20'-0"
<br />3
<br />1.5
<br />7.1
<br />2'-6"
<br />9
<br />46'-7"
<br />50'-0"
<br />60'-6"
<br />50'-0"
<br />27'-0"27'-0"
<br />CE
<br />N
<br />T
<br />E
<br />R
<br />
<br />L
<br />I
<br />N
<br />E
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<br />S
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<br />T
<br />T
<br />I
<br />A
<br />
<br />S
<br />T
<br />2
<br />2111 N POINSETTIA ST,
<br />SANTA ANA, CA 92706
<br />F.S.D.
<br />12'-0"
<br />(E)
<br />1'-6"
<br />5
<br />01-A-3014.14
<br />16.1
<br />16.1
<br />16.1
<br />(N) PAVING CONCRETE AREA
<br />14.1
<br />1
<br />1'-6"
<br />1'-6"
<br />30
<br />33
<br />9
<br />F.S.D.
<br />12'-0"
<br />F.S.D.
<br />13'-6"
<br />1'-6"
<br />1'-6"
<br />1'-6"
<br />1.5
<br />1.4
<br />1.2
<br />1.1
<br />12'-0"
<br />33'-8"
<br />ADU REAR SB.
<br />6'-6"
<br />5'-0"1'-6"
<br />ADU SIDE SB.
<br />12'-4"
<br />4'-10"
<br />7'-6"
<br />1'-0"
<br />10'-8"
<br />11'-8"
<br />1'-0"15'-0"
<br />23'-0"
<br />ADU SIDE SB.
<br />4'-0"
<br />1'-6"
<br />10'-0"
<br />10'-0"
<br />(E
<br />)
<br />
<br />D
<br />R
<br />I
<br />V
<br />E
<br />W
<br />A
<br />Y
<br />
<br />A
<br />P
<br />P
<br />R
<br />O
<br />A
<br />C
<br />H
<br />(E)
<br />2'-0"
<br />(E)
<br />8'-0"
<br />(E)
<br />8'-0"
<br />(E)
<br />3'-0"
<br />(E)
<br />16'-0"
<br />13
<br />(E)
<br /> 8'-0"
<br />42'-0 1/2"
<br />1
<br />THIS PROPOSED PROJECT CONSISTS OF:
<br />1. NEW DETACHED ADU: 749 SF
<br /> (1) LIVING AREA, (1) KITCHEN, (2) BED, (2) BATHROOM
<br />2. RELOCATION THE EXTERIOR WASHER AND DRYER AT (E) REAR PORCH
<br /> INTO THE FOOTPRINT OF THE MAIN HOUSE
<br />RES-2025-1703-SCND
<br />JUL 05, 2025
<br />©2025Sheet No.
<br />Rev.
<br />Application No:
<br />Date
<br />Design by
<br />TRINH HA
<br />Date Rev.
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<br />1 12-17-2025 BLDG comments
<br />01-A-000
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<br />PROJECT DATA /
<br />SITE PLAN
<br />1.1 RELOCATED (E) ELECTRICAL METER FOR MAIN HOUSE, 200 AMP, WITH 225 AMP
<br />BUS-RATING
<br />1.2 (N) ELECTRICAL METER FOR DETACHED ADU, 200 AMP, WITH 225 AMP BUS-RATING
<br />1.4 (N) ELECTRICAL SUB PANEL DETACHED ADU, 200 AMP. WITH 225 AMP BUS-RATING
<br />1.5 (N) 60AMP SUBPANEL FOR ADU ESS SYSTEM
<br />2 (E) DROP ELECTRIC WIRE CONNECT TO ELECTRIC METER
<br />3 (E) ELECTRICL POLE
<br />4 (E) GAS METER
<br />4.1 (N) GAS METER
<br />5 (E) GAS SUPPLY LINE, 3/4" MIN. STAINLESS STEEL PIPE
<br />6 CONNECTED TO EXISTING GAS BY GENERAL CONTRACTOR
<br />7 (E) WATER METER
<br />7.1 (N) WATER METER, LABEL SIZE OF NEW WATER METER - 1" MINIMUM PER CITY
<br />REQUIREMENTS
<br />8 (E) WATER SUPPLY LINE, 1" MIN. COPPER PIPE
<br />8.1 (N) WATER SUPPLY LINE, 1" MIN. COPPER PIPE
<br />9 WATER POINT OF CONNECTION
<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%
<br />SLOPE FRO DRAINAGE)
<br />13 (E) DRIVEWAY PARKING
<br />13.1 (N) DRIVEWAY PARKING
<br />14 (E) WALKWAY / (E) CONCRETE YARD
<br />14.1 (N) WALKWAY / (N) CONCRETE YARD
<br />16.1 (N) LANDING. 1 1/2" BELOW THRESHOLD.MINIMUM 36" IN DEPTH. MIN. 2% SLOPE AWAY
<br />FROM BUILDING.
<br />17 (E) PERIMETER FENCE, 6FT HEIGHT BLOCK WALL
<br />19 (E) WOOD GATE
<br />20 (E) LANDSCAPE
<br />20.1 (N) LANDSCAPE
<br />22 (E) TREE
<br />24 ROOF/ FLOOR LINE ABOVE
<br />27 (E) CHIMNEY
<br />30 (N) AC UNIT ON 3" THIK. CONCRETE PAD PER T-24. (SHALL BE VERIFIED AND APPROVED BY
<br />THE BUILDING INSPECTOR PRIOR TO INSTALLATION)
<br />30.1 (E) AC UNIT
<br />33 (N) HEAT PUMP WATER HEATERS PER T-24
<br />35.1 (E) TANK WATER HEATERS
<br />95 (N) 1HR FIRE RATED WALL W/ STC RATING OF 50, SEE SHEET AD.2 FOR DETAILS
<br />96 1-HR FIRE RESISTANT EAVE PROJECTION, SEE DETAIL ON AD.2
<br />00-G-000 COVER SHEET
<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 AND PROPOSED PLANS
<br />01-A-101 EXISTING ROOF PLANS
<br />01-A-102 EXISTING ELEVATIONS
<br />01-A-200 DETACHED ADU - 1ST FLOOR PLAN & ROOF PLAN
<br />01-A-201 DETACHED ADU - ELEVATIONS & SECTIONS
<br />01-A-300 ARCHITECTURAL DETAILS
<br />01-A-301 FIRE PROTECTION DETAILS
<br />01-A-400 DOOR & WINDOW SCHEDULE & INTERIOR DETAILS
<br />02-S0.0 GENERAL STRUCTURAL NOTES
<br />02-S0.1 TYPICAL DETAILS
<br />02-S1.0 FOUNDATION PLAN & FRAMING PLAN
<br />02-SD1 STRUCTURAL DETAILS
<br />02-SD2 STRUCTURAL DETAILS
<br />03-G-001 CAL GREEN CODE
<br />03-G-002 CAL GREEN CODE
<br />03-T-000 TITLE 24 MANDATORY MEASURES SUMMARY
<br />03-T-001 TITLE 24 DETACHED ADU PLAN
<br />04-D-001 DRAINAGE PLAN
<br />05-E-001 PROPOSED CEILING ELECTRICAL PLAN
<br />CONSTRUCTION NOTES GENERAL NOTESVICINITY MAPPROJECT DATA SHEET INDEX
<br />SYMBOL LEGEND
<br />PARKING NOTE
<br />APPLICABLE CODES
<br />SITE PLAN KEYNOTES
<br />DIG ALERT (811) IS TO BE CONTACTED AND THAT COMPLIANCE
<br />WITH EXCAVATION SAFETY IN ACCORDANCE WITH
<br />GOVERNMENT CODE 4216 WILL BE FOLLOWED PRIOR TO ANY
<br />EXCAVATION TAKING PLACE.
<br />DIG ALERT 811
<br />DIRECTORYSCOPE OF WORK
<br />1/8" = 1'-0"1PROPOSED SITE PLAN
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