|
DW
<br />REF
<br />(GAS)
<br />G GGGGG
<br />CW
<br />CW
<br />CW
<br />SSSSSSSS
<br />CWCWCWCW
<br />CW
<br />CW
<br />CW
<br />CW
<br />CW CWCWCW CW
<br />CW
<br />S
<br />S
<br />CW
<br />CW
<br />CW CWCW
<br />CW
<br />CW
<br />CW
<br />G
<br />G
<br />G GGGGGGGG G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />SSSSSSSSS
<br />S
<br />SG
<br />G
<br />G
<br />PR
<br />O
<br />P
<br />E
<br />R
<br />T
<br />Y
<br />
<br />L
<br />I
<br />N
<br />E
<br />
<br />4
<br />8
<br />.
<br />0
<br />0
<br />'
<br />PR
<br />O
<br />P
<br />E
<br />R
<br />T
<br />Y
<br />
<br />L
<br />I
<br />N
<br />E
<br />
<br />
<br />
<br />4
<br />8
<br />.
<br />0
<br />0
<br />'
<br />PROPERTY LINE 127.50'
<br />PROPERTY LINE 127.50'
<br />2
<br />18
<br />317 N MAXINE ST.
<br />(E) MAIN HOUSE
<br /> 1,012 SF
<br />16
<br />2
<br />(E) HOUSE
<br />ENTRY
<br />(E) KITCHEN
<br />(E) LIVING
<br />(E) BATH 1
<br />(E) GARAGE
<br /> 415 SF
<br />SI
<br />D
<br />E
<br />W
<br />A
<br />L
<br />K
<br />RO
<br />A
<br />D
<br />
<br />V
<br />E
<br />R
<br />G
<br />E
<br />(E) BED 3
<br />(E) BATH 2
<br />(E) HALLWAY
<br />(E) LAUNDRY
<br />(E) BED 1
<br />(E) BED 2
<br />(E) CLOSET
<br />(E) DINING
<br />(E
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />7
<br />(E
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />4
<br />(E) CLOSET
<br />13
<br />5'
<br />
<br />T
<br />A
<br />L
<br />L
<br />
<br />B
<br />L
<br />O
<br />C
<br />K
<br />
<br />W
<br />A
<br />L
<br />L
<br />FO
<br />U
<br />R
<br />T
<br />H
<br />
<br />S
<br />T
<br />20
<br />(E) WATER METTER
<br />MAXINE ST
<br />(E
<br />)
<br />
<br />C
<br />L
<br />O
<br />S
<br />E
<br />T
<br />SIDEWALK
<br />ROAD VERGE
<br />19
<br />5' TALL BLOCK WALL
<br />LINE OF CURB
<br />21 21
<br />8'
<br />-
<br />0
<br />"
<br />
<br />4
<br />'
<br />-
<br />0
<br />"
<br />
<br />4
<br />8
<br />'
<br />-
<br />0
<br />"
<br />8'
<br />-
<br />0
<br />"
<br />
<br />4
<br />'
<br />-
<br />0
<br />"
<br />
<br />1
<br />1
<br />'
<br />-
<br />1
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />2
<br />5
<br />'
<br />-
<br />1
<br />1
<br />"
<br />
<br />1
<br />1
<br />'
<br />-
<br />0
<br />"
<br />60
<br />'
<br />-
<br />0
<br />"
<br />18'-0" 61'-0" 48'-6"
<br />(E) ELEC
<br />METER
<br />(E) 5' TALL BLOCK WALL TO BE DEMO'D
<br />ATTACHED PATIO COVER TO BE REMOVED
<br />127'-6"
<br />3'-0" 15'-9" 3'-0" 47'-0 1/2"
<br />(E) DRIVEWAY
<br />APPROACH
<br />(E) DRIVEWAY
<br />(E) W/H
<br />DEMO
<br />UNPERMITTED
<br />ROOM
<br />36'-0"
<br />24'-0" 12'-0"
<br />(E
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />(E
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />PL
<br />.
<br />
<br />4
<br />8
<br />.
<br />0
<br />0
<br />'
<br />PR
<br />O
<br />P
<br />E
<br />R
<br />T
<br />Y
<br />
<br />L
<br />I
<br />N
<br />E
<br />
<br />
<br />
<br />4
<br />8
<br />.
<br />0
<br />0
<br />'
<br />PROPERTY LINE 127.50'
<br />PROPERTY LINE 127.50'
<br />2
<br />18
<br />317 N MAXINE ST.
<br />(E) MAIN HOUSE
<br /> 1,012 SF
<br />16
<br />2
<br />(E) HOUSE
<br />ENTRY
<br />(E) KITCHEN
<br />(E) LIVING
<br />(E) BATH 1
<br />(E) GARAGE
<br /> 415 SF
<br />SI
<br />D
<br />E
<br />W
<br />A
<br />L
<br />K
<br />RO
<br />A
<br />D
<br />
<br />V
<br />E
<br />R
<br />G
<br />E
<br />(E) BED 3
<br />(E) BATH 2
<br />(E) HALLWAY
<br />(E) LAUNDRY
<br />(E) BED 1
<br />(E) BED 2
<br />(E) CLOSET
<br />(E) DINING
<br />(E
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />7
<br />(E
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />4
<br />(E) CLOSET
<br />5'
<br />
<br />T
<br />A
<br />L
<br />L
<br />
<br />B
<br />L
<br />O
<br />C
<br />K
<br />
<br />W
<br />A
<br />L
<br />L
<br />FO
<br />U
<br />R
<br />T
<br />H
<br />
<br />S
<br />T
<br />20
<br />(E) WATER METTER
<br />MAXINE ST
<br />(E
<br />)
<br />
<br />C
<br />L
<br />O
<br />S
<br />E
<br />T
<br />SIDEWALK
<br />ROAD VERGE
<br />19
<br />5' TALL BLOCK WALL
<br />LINE OF CURB
<br />21 21
<br />8'-0" 4'-0" 18'-0" 61'-0" 6'-0" 35'-9 1/2"
<br />SET BACK
<br />6'-9"
<br />23
<br />(E) WATER METTER
<br />(E) SEWER
<br />LATERAL
<br />V.I.F.
<br />*
<br />15
<br />WATER
<br />P.O.C
<br />SEWER
<br />P.O.C
<br />(N) BED 1(N) BED 2
<br />(N) BATH 1
<br />(N) LIVING
<br />(N
<br />)
<br />
<br />
<br />K
<br />I
<br />T
<br />C
<br />H
<br />E
<br />N
<br />(N) BATH 2
<br />(N) W/H
<br />(N) CLOSET
<br />(N) DINING
<br />(N
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />(N
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />(N) GARAGE
<br />12
<br />(N) 4:12
<br />SLOPE
<br />(N) 4:12
<br />SLOPE
<br />8'
<br />-
<br />0
<br />"
<br />
<br />4
<br />'
<br />-
<br />0
<br />"
<br />
<br />6
<br />'
<br />-
<br />0
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />3
<br />7
<br />'
<br />-
<br />0
<br />"
<br />SET BACK
<br />5'
<br />-
<br />0
<br />"
<br />BEGIN CONSTRUCTION
<br />MEASUREMENT AT THIS CORNER
<br />SCE
<br />MSR#
<br />1.11 14
<br />60
<br />'
<br />-
<br />0
<br />"
<br />17
<br />10
<br />5
<br />6
<br />GAS
<br />P.O.C*
<br />*
<br />*
<br />(E) DRIVEWAY
<br />4.1
<br />(N) DRIVEWAY
<br />ENLARGED
<br />ENLARGED DRIVEWAY APPROACH
<br />PER CITY OF SANTA ANA.
<br />THE APPLICANT IS REQUIRED TO
<br />OBTAIN A SEPARATE STREET
<br />ENCROACHMENT PERMIT.
<br />(E) DRIVEWAY
<br />APPROACH
<br />315 N MAXINE ST.
<br />(N) ADU
<br />799 SF
<br />5% SLOPE
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />5% SLOPE
<br />5% SLOPE
<br />5% SLOPE
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />5%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />5% SLOPE
<br />eave
<br />1'-0"
<br />ea
<br />v
<br />e
<br />1'
<br />-
<br />0
<br />"
<br />eave
<br />1'-0"
<br />ea
<br />v
<br />e
<br />1'
<br />-
<br />0
<br />"
<br />eave
<br />1'-0"
<br />ea
<br />v
<br />e
<br />1'
<br />-
<br />6
<br />"
<br />eave
<br />1'-0"
<br />3'-0" 15'-9" 20'-0 1/2" 3'-0" 27'-0"
<br />281 SF
<br />(N) ADU ENTRY
<br />PORCH 65 SF
<br />(N) LAUNDRY
<br />(E) W/H
<br />WALKWAY
<br />6'-0"
<br />(N)
<br />LANDSCAPING
<br />(N) WALKWAY
<br />FRONT YARD FENCE TO BE LEAGALIZED
<br />ON SEPARATE PERMIT
<br />UNDER RES-2023-2140-SCND
<br />36'-0"
<br />24'-0" 12'-0"
<br />13.1
<br />13.1
<br />1
<br />A.07
<br />2.1
<br />2.1
<br />2.2
<br />2.2
<br />2.2
<br />1
<br />1
<br />1
<br />1 1
<br />1
<br />1
<br />(E
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />(E
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />15.11
<br />8FT MIN.
<br />9'-0"
<br />8FT MIN.
<br />9'-0"
<br />8FT MIN.
<br />9'-0"
<br />8FT MIN.
<br />9'-0"
<br />8FT MIN.
<br />9'-0"
<br />8F
<br />T
<br />
<br />M
<br />I
<br />N
<br />.
<br />11
<br />'
<br />-
<br />9
<br />"
<br />1
<br />1
<br />'
<br />-
<br />9
<br />"
<br />8F
<br />T
<br />
<br />M
<br />I
<br />N
<br />.
<br />11
<br />'
<br />-
<br />9
<br />"
<br />8F
<br />T
<br />
<br />M
<br />I
<br />N
<br />.
<br />11
<br />'
<br />-
<br />9
<br />"
<br />8F
<br />T
<br />
<br />M
<br />I
<br />N
<br />.
<br />12
<br />'
<br />-
<br />1
<br />
<br />1
<br />/
<br />2
<br />"
<br />8FT MIN.
<br />9'-0"
<br />8FT MIN.
<br />9'-0"
<br />MIN.
<br />8'-0"
<br />1
<br />1
<br />1
<br />1
<br />TY
<br />P
<br />.
<br />12
<br />"
<br />
<br />13.1
<br />NOTE:MAXIMUM FENCE HEIGHT SHALL BE 3'-0" IN FRONT YARD AREAS
<br />AND 2'-6" WITHIN CORNER SIGHT TRIANGLES, PER CITY REQUIREMENTS.
<br />PROJECT CONTACT
<br />OWNERSHIP
<br />IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING
<br />CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING
<br />OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS
<br />AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY
<br />KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF
<br />CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
<br />INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS
<br />SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO
<br />THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE
<br />OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN
<br />CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
<br />DESCRIPTIONDATEDELTA
<br />1 05/14/2025 1ST PLANCHECK
<br />A.01
<br />TITLE SHEET /
<br />SITE PLANS /
<br />ROOF PLANS
<br />NE
<br />W
<br />
<br />D
<br />E
<br />T
<br />A
<br />C
<br />H
<br />E
<br />D
<br />
<br />A
<br />D
<br />U
<br />31
<br />5
<br />
<br />N
<br />
<br />M
<br />A
<br />X
<br />I
<br />N
<br />E
<br />
<br />S
<br />T
<br />.
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />7
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />
<br />M
<br />A
<br />I
<br />N
<br />
<br />H
<br />O
<br />U
<br />S
<br />E
<br />31
<br />7
<br />
<br />N
<br />
<br />M
<br />A
<br />X
<br />I
<br />N
<br />E
<br />
<br />S
<br />T
<br />.
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />7
<br />DETACHED ADU:
<br />2 BEDROOMS,
<br />2 BATHROOMS,
<br />LIVING, KITCHEN,
<br />DINING, LAUNDRY,
<br />AND ATTACHED
<br />1-CAR GARAGE
<br />LOAN PHAM
<br />17021 BOLERO LN
<br />HUNTINGTON BEACH, CA 92649
<br />PHONE: 714-614-6344
<br />EMAIL: LOANPHAM8888@YAHOO.COM
<br />KHANH DAO
<br />10448 SALINAS RIVER CIR
<br />FOUNTAIN VALLEY, CA 92708
<br />PHONE: (714) 390-5154
<br />THE PROPOSED PROJECT IS A 799 SF ONE-STORY DETACHED
<br />ACCESSORY DWELLING UNIT, 2 BEDROOMS, 2 BATHROOMS,
<br />LIVING, KITCHEN, DINING, LAUNDRY, AND 65 SF ENTRY PORCH.
<br />DEMOLISHING THE PATIO COVER AND ACCESSORY STRUCTURE,
<br />AND REPLACING HARDSCAPE WITH LANDSCAPE IN THE REAR
<br />YARD.
<br />DEMOLITION OF BLOCK WALL AND EXPANSION OF CURB CUT.
<br />LEGALIZE FRONT YARD FENCE ON SEPARATE PERMIT
<br />UNDER RES-2023-2140-SCND
<br />SHEET INDEX
<br />SCOPE OF WORK
<br />VICINITY MAP PROJECT DATAGENERAL NOTESSITE PLAN NOTES
<br />1. DEMOLITION CONTRACTOR SHALL RELOCATE REUSABLE MATERIALS TO DESIGNATED
<br />SALVAGE AREA, NON-USABLE MATERIALS SHALL BE PLACED APPROPRIATELY IN REFUSE
<br />BIN AND SHALL BE COVERED AT NIGHT AND DURING RELATIVE HIGH WINDS, RAIN,
<br />ETC...REFUSE BIN SHALL BE COVERED DURING TRANSFER TO AND FROM DUMP SITE.
<br />CONTRACTOR TO BE LIABLE FOR REFUSE SPILLING. ALL DEBRIS TO BE HAULED AWAY
<br />AND CLEAN-UP SHALL BE COMPLETED TO BROOM FINISH. EXISTING MATERIALS AND/OR
<br />STRUCTURE TO REMAIN SHALL BE PROTECTED FROM DUST, PAINT CHIPPING, ETC..., BY
<br />USE OF PLASTIC OR WHATEVER IS REQUIRED FOR PROPER PROTECTION. EXISTING
<br />STRUCTURES SHALL HAVE BRACING AND SHORING AS REQUIRED TO PROTECT THE
<br />EXISTING STRUCTURE. PROVIDE DE-WATERING FACILITIES FOR CONSTRUCTION AS
<br />REQUIRED. COORDINATE AS-BUILT INFORMATION, STRUCTURAL, ETC. TO
<br />DESIGNER/ENGINEER AS REQUIRED.
<br />2. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED.
<br />NO SOID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE
<br />MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY
<br />CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE
<br />STREET, GUTTER OR STORM DRAIN SYSTEM.
<br />3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND UNOBSTRUCTED
<br />ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-
<br />BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR
<br />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
<br />PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR
<br />ADDITIONAL EXPENSES.
<br />4. WHEN UTILITIES METER ALTERATION / RELOCATION OCCUR, INSTALLATION
<br />PROCEDURES SHALL BE VERIFIED AND APPROVED BY THE BUILDING INSPECTOR PRIOR
<br />TO INSTALLATION.
<br />5. NOTIFY AQMD FOR ASBESTOS REMOVAL PROCEDURE AND SUBMIT ASBESTOS REPORT
<br />TO BUILDING DIVISION PRIOR TO DEMOLITION PERMIT ISSUANCE.
<br />1) THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
<br />WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,
<br />VALVES, METERS, ETC) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN
<br />TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO
<br />COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.
<br />2) AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN
<br />STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR
<br />STRUCTURE CONTAINING THE FUEL GAS PIPING.
<br />3) PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS
<br />AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
<br />4) PROVIDE 72" HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT
<br />MATERIALS FOR SHOWER ENCLOSURE.
<br />5) ALL CONSTRUCTION WASTE AND DEBRIS MUST BE CONTAINERIZED AT ALL TIMES
<br />7) FINAL APPROVAL REQUIRED BY THE PUBLIC WORKS DEPARTMENT FOR STREET IMPROVEMENTS, CURB
<br />CORES, CURB/GUTTERS, ETC. SEPARATE PUBLIC WORKS PERMIT REQUIRED FOR DRIVEWAYS, APPROACH TO
<br />DRIVEWAY, SEWER LATERALS AND ANY WORK IN RIGHT OF WAY.
<br />8) ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND
<br />AMENDMENTS.
<br />9) A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES WHICH DEFINE PROPERTY
<br />LINES, SET BACKS, DESIGNATED PARKLAND OR STREET RIGHT-OF-WAY.
<br />10) DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
<br />11) WATER HEATER MUST BE STRAPPED TO WALL; SEE DETAIL ON SHEET A-07.
<br />12) PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND
<br />TOILETS MUST BE ADAPTED FOR WATER CONSUMPTION.
<br />13) LAG BOLTS: PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK
<br />PORTION. 91 NDS
<br />14) BLOCKING. ROOF RAFTERS AND CEILING JOINTS SHALL BE SUPPORTED LATERALLY TO PREVENT
<br />ROTATION & LATERAL DISPLACEMENT IN ACCORDANCE w/ THE PROVISIONS OF CH.8 & CH.6
<br />15) CONTRACTOR AND/OR OWNER SHALL VERIFY CONSTRUCTION SITE TO CONFIRM THAT THERE IS NO TRACE
<br />OF DEMOLISHED SWIMMING POOL WITHIN 5 FT FROM PROPOSED PERIMETER OF THE CONSTRUCTION SITE.
<br />OTHERWISE, THEY NEED TO SUBMIT SOIL COMPACTION REPORT FROM LICENSED SOIL ENGINEER TO
<br />BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.
<br />17) SHEAR WALLS, LATHING & PLASTER IN MATERIALS SHALL CONFORM TO THE STANDARDS LISTED IN CH.6 &
<br />CH.7 CRC
<br />18) ALL BOLT HOLES SHALL BE DRILLED 1/32 TO 1/16" OVERSIZED." ENGINEER MUST INCLUDE IN STRUCTURAL
<br />OBSERVATION NOTES.
<br />19) PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.
<br />21) CONCRETE 3000 PSI
<br />22) PARALLEL BEAM E.2.0 PSL
<br />23) UFER GROUND IS REQUIRED AT NEW ELECTRICAL SERVICE.
<br />24) UNDERGROUND UTILITIES REQUIRED ON SITE PLAN AND SHOW FOR ELECTRICAL, CABLE TV. AND
<br />TELEPHONE
<br />25) ARC FAULT CIRCUIT INTERRUPTION PROTECTION IS REQUIRED FOR ALL BRANCH CIRCUITS PER 2022
<br />CRC210.12 SHALL BE AFCI PROTECTED
<br />26) BATHROOMS, KITCHEN, GARAGE & OUTSIDE OUTLETS WILL BE GFCI PROTECTED RECEPTACLE OUTLETS.
<br />27) WATER SAVING WATER CLOSET w/ 1.28 GALLONS PER FLUSH.
<br />28) PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND LAUNDRY ROOMS WITHOUT OPENABLE
<br />WINDOW.
<br />29) GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24 INCH ARC OF A DOORWAY'S
<br />VERTICAL EDGE MUST COMPLY WITH CH. 3 CRC
<br />30) LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR
<br />THE DOOR, WHICHEVER IS GREATER.
<br />31) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT IN
<br />ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDE AN AVERAGE ILLUMINATION OF 6 FEET-CADLES
<br />OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL.
<br />32) THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS, SURVEY
<br />THE PROPERTY AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COST
<br />SUBMITTED SHALL BE BASED ON A THROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY
<br />DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIALS OR PRODUCT IS TO BE USED SHOULD BE
<br />VERIFIED WITH THE OWNER OR ENGINEER OF RECORD.
<br />33) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.
<br />34) IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND THE
<br />DESIGNERS/ENGINEERS SHALL BE NOTIFIED, IN WRITING, IMMEDIATELY.
<br />35) THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY
<br />EASEMENTS AND/OR CLEARANCES ON-SITE THAT MAY AFFECT THE PROJECT.
<br />PARKING REQUIREMENTS
<br />NOTWITHSTANDING ANY OTHER LAW, A LOCAL AGENCY, WHETHER OR NOT IT HAS
<br />ADOPTED AN ORDINANCE GOVERNING ACCESSORY DWELLING UNITS IN ACCORDANCE
<br />WITH SUBDIVISION, SHALL NOT IMPOSE PARKING STANDARDS FOR AN ACCESSORY
<br />DWELLING UNIT IN ANY OF THE FOLLOWING INSTANCES:
<br />THE ACCESSORY DWELLING UNIT IS LOCATED WITHIN ONE-HALF MILE WALKING
<br />DISTANCE OF PUBLIC TRANSIT.
<br />LEGAL DESCRIPTION
<br />ASSESSORS PARCEL NO. APN:
<br />LEGAL DESCRIPTION:
<br />FLOOD ZONE A
<br />LOT SIZE 6,120 SF
<br />ZONE R-1 RESIDENTIAL
<br />EXISTING GARAGE 415 SF
<br />EXISTING LIVING 1,012 SF
<br />EXISTING PATIO COVER 346 SF ( TO BE DEMOLISHED )
<br />NEW ADU ENTRY PORCH 65 SF
<br />NEW GARAGE 281 SF
<br />NEW ADU 799 SF
<br />TOTAL 2,572 SF
<br />EXISTING: 1,012 SF LIVING + 415 SF GARAGE = 1,427 SF
<br />NEW: 799 SF ADU + 65 PORCH ADU + 281 SF GARAGE = 1,145 SF
<br />LOT COVERAGE = (2,572-799) SF / 6,120 SF = 29%
<br />(ADU EXCEMPT FOR LOT COVERAGE WHEN LESS THAN 800 SF)
<br />OCCUPANCY GROUP R3 / U
<br />CONSTRUCTION TYPE V-B
<br />FIRE SPRINKLER MAIN HOUSE = NO; ADU = NO
<br />NUMBER OF STORIES MAIN HOUSE = 1; ADU = 1
<br />REAR OPEN SPACE:EXEMPT FOR ADU <800 SF
<br />CALIFORNIA DEPARTMENT OF HOUSING
<br />AND COMMUNITY DEVELOPMENT
<br />THE CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ISSUED AN
<br />ACCESSORY DWELLING UNIT HANDBOOK WITH UPDATES AND LAWS EFFECTIVE JANUARY
<br />1, 2021(HTTPS://WWW.HCD.CA.GOV/POLICY-RESEARCH/DOCS/ADU_DECEMBER_2020
<br />_HANDBOOK.PDF)
<br />"STATE ADU LAW DOES NOT ALLOW FOR THE LIMITATION ON THE NUMBER OF
<br />BEDROOMS OF AN ADU. A LIMIT ON THE NUMBER OF BEDROOMS COULD BE CONSTRUED
<br />AS A DISCRIMINATORY PRACTICE TOWARDS PROTECTED CLASSES, SUCH AS FAMILIAL
<br />STATUS, AND WOULD BE CONSIDERED A CONSTRAINT ON THE DEVELOPMENT OF ADUS."
<br />1" = 10'-0"1EXISTING SITE PLAN / ROOF PLAN
<br />1" = 10'-0"2PROPOSED SITE PLAN / ROOF PLAN
<br />SCALE : 1" = 10'-0"
<br />0 10'20'
<br />APPLICABLE CODES
<br />SITE PLAN KEYNOTES
<br />STRUCTURE MATERIALS:
<br />EXTERIOR WALLS -WHITE STUCCO
<br />ROOF -GREY SHINGLES
<br />NOTE:
<br />ALL PLANT MATERIALS SELECTED FROM LA
<br />COASTAL GARDENS AND WWW.BEWATERWISE.COM
<br />ARE ACCEPTABLE DROUGHT TOLERANT PLANTS.
<br />PROJECT DIRECTORY
<br />OWNERSHIP:
<br />LOAN PHAM
<br />17021 BOLERO LN
<br />HUNTINGTON BEACH, CA92649
<br />PHONE: 714-614-6344
<br />EMAIL: LOANPHAM8888@YAHOO.COM
<br />DESIGNER:
<br />BB BROTHERS CORP.
<br />949 SOUTH COAST DR., SUITE 570
<br />COSTA MESA, CA 92626
<br />949-836-5768
<br />STRUCTURAL ENGINEER:
<br />AMIR DEIHIMI
<br />949 SOUTH COAST DR., SUITE 570
<br />COSTA MESA, CA 92626
<br />949-836-5768
<br />SOIL ENGINEER:
<br />PRIORITY ENGINEERING GROUP
<br />335 E. BLUERIDGE AVE.
<br />ORANGE, CA 92865
<br />TITLE 24:
<br />SANG LUU
<br />949 SOUTH COAST DR., SUITE 570
<br />COSTA MESA, CA 92626
<br />949-836-5768
<br />DIG ALERT (811) IS TO BE CONTACTED AND THAT
<br />COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE
<br />WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED PRIOR
<br />TO ANY EXCAVATION TAKING PLACE.
<br />OWNER / CONTRACTOR ACKNOLEDGEMENT SIGNATURE:
<br />____________________________________________________
<br />DIG ALERT 811
<br />LANDSCAPE LEGEND
<br />THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES:
<br />2022 EDITION OF THE CALIFORNIA BUILDING CODE,
<br />2022 EDITION OF THE CALIFORNIA RESIDENTIAL CODE,
<br />2022 EDITION OF THE CALIFORNIA MECHANICAL CODE,
<br />2022 EDITION OF THE CALIFORNIA PLUMBING CODE,
<br />2022 EDITION OF THE CALIFORNIA ELECTRIC CODE,
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE,
<br />2022 CALIFORNIA ENERGY CODE (TITLE 24) AND,
<br />CITY AMENDMENTS AND MUNICIPAL CODE.
<br />1 (N) MAIN ELEC PANEL 200AMP;
<br />DUAL GANG METER; MIN. 20' UFER GROUND
<br />2
<br />3 (E) CONCRETE WALKWAY
<br />4 (E) DRIVEWAY
<br />5
<br />6
<br />7 (E) LANDSCAPE
<br />8 (E) TREE
<br />9 (E) AC UNIT
<br />10
<br />11 (N) WATER HEATER
<br />12 SPACE FOR SOLAR PANEL INSTALLATION
<br />(SEPARATE FUTURE PERMIT)
<br />SYMBOLS LEGEND
<br />DRAINAGE DIRECTION AND SLOPE
<br />PROPERTY LINE CORNER POINTS AND ELEVATION DATUM
<br />KEYNOTE CALLOUTS
<br />EXISTING WALL TO REMAIN AND NEW WALLS
<br />WALL TO BE DEMOLISHED
<br />2%
<br />#
<br />13 (E) GATE
<br />14
<br />15 (N) AC UNIT
<br />INVERTER / METERING EQUIPMENT & PATHWAY FOR ROUTING
<br />FROM THE SOLAR ZONE TO THE MAIN SERVICE PANEL.
<br />(N) MAILBOX FOR ACCESSORY DWELLING UNIT
<br />ADJACENT TO MAIN HOUSE MAILBOX
<br />16
<br />PROPOSED LOCATION OF THE NATURAL GAS METER
<br />TYPICALLY WITHIN FIVE FEET OF THE STRUCTURE’S
<br />FRONT WALL BUT NOT CLOSER THAN ONE FOOT FROM
<br />THE FRONT EDGE
<br />17
<br />(E) MAIN HOUSE ELEC. METER18
<br />(E) GAS METER19
<br />(E) WATER METER 20
<br />SETBACKS INDICATE REQUIRED MINIMUM DISTANCE FROM
<br />PROPERTY LINES. CONTRACTOR TO VERIFY ON SITE.
<br />PV SYSTEM WILL BE UNDER A SEPARATE PERMIT
<br />• THE MAIN ELECTRICAL SERVICE PANEL RATING OF 200 AMPS.
<br />THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR A
<br />DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR
<br />ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE
<br />POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT
<br />FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE
<br />PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".
<br />1.1 (N) ADU SUB ELEC PANEL 125 AMP
<br />(N) MAIN HOUSE SUB ELEC PANEL 125 AMP
<br />13.1 (N) GATE
<br />(N) 1" WATER METER MINIMUM PER CITY
<br />REQUIREMENTS21
<br />SEPARATE PERMIT
<br />(E) 5' TALL PERIMETTER
<br />FENCING
<br />(N) ADU WATER POINT OF CONNECTION
<br />(N) ADU WATER POINT OF CONECTION
<br />NEW (1) 24" BOX CANOPY TREE
<br />NEW (6) 5-GAL SHRUBS
<br />NEW CONCRETE AREA AND
<br />WALKWAYS
<br />DRIVEWAY
<br />(N) GRASS
<br />NEW PERMEABLE HARDSCAPE
<br />(N) ADU GAS POINT OF CONNECTION
<br />PARK & REC DEVELOPMENT
<br />FEE CALCULATION
<br />(ADU SF / SFD SF)
<br />799 SF / 1012 SF = 0.79
<br />THE ADU SF / SFD SF RATIO IS PROVIDED FOR PARK & REC FEE
<br />CALCULATION PURPOSES ONLY. THE APPLICANT IS RESPONSIBLE
<br />FOR VERIFYING THE ACCURACY OF THE STATED SFR SF (SQUARE
<br />FOOTAGE OF THE EXISTING PRIMARY RESIDENCE). BUILDING
<br />SAFETY STAFF ARE NOT RESPONSIBLE FOR CONFIRMING THE
<br />ACCURACY OF THE PROVIDED SFR SF
<br />MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF
<br />THIS PLAN REVIEW AND APPROVAL. MEP ARE SUBJECT TO
<br />BUILDING FIELD INSPECTION.
<br />• MINIMUM 2.19(KW) PHOTOVOLTAIC SYSTEM WILL BE
<br />SUBMITTED UNDER A SEPARATE PERMIT AND SHALL BE
<br />ISSUED PRIOR TO BUILDING FRAME INSPECTION REQUEST.
<br />2.1 (N) 5' TALL PERIMETER
<br />FENCING
<br />2.2 (N) 2'-6" HEIGHT
<br />FRONT YARD FENCING
<br />1
<br />1
<br />1
<br />1
<br />1
<br />DRAFTING BY:
<br />BB BROTHERS CORP
<br />949 SOUTH COAST DRIVE, COSTA MESA, CA 92626
<br />SIGNATURE:
<br />07/16/2024
<br />15 (N) 4'-6" HEIGHT STUCCO FINISH WALL
<br />SCREENING. FINISH COLOR MATCH WITH
<br />THE ADU WALL FOR AC CONDENSER1
<br />1
<br />1
<br />3FRONT YARD FENCING ELEV.
<br />1
<br />ARCHITECTURAL
<br />A.01 TITLE SHEET / SITE PLANS / ROOF PLANS
<br />A.02 CALGREEN MANDATORY MEASURES
<br />A.03 CALGREEN MANDATORY MEASURES
<br />A.04 MAIN HOUSE (E) FLOOR PLAN & (E) ELEVATION
<br />A.05 ADU FLOOR PLAN & ELECTRICAL/LIGHTING PLAN
<br />A.06 ADU ELEVATIONS & SECTIONS
<br />A.07 WALL AND ROOF DETAILS
<br />A.08 ARCHITECTURAL DETAILS
<br />A.09 AGING-IN-PLACE / FALL PREVENTION NOTES &
<br />FEATURES / ELECTRIC-READY REQUIREMENTS
<br />A.10 FEMA BASE FLOOD ELEVATION CERTIFICATE
<br />A.11 SOIL REPORT
<br />STRUCTURAL
<br />S-0.10 GENERAL NOTES & REQUIREMENTS
<br />S-0.11 GENERAL NOTES & REQUIREMENTS
<br />S-0.20 TYPICAL DETAILS
<br />S-1.0 FOUNDATION PLAN & ROOF FRAMING PLAN
<br />SD1.0 FOUNDATION DETAILS
<br />SD2.0 STRUCTURAL DETAILS
<br />TITLE 24
<br />T24.1 TITLE 24
<br />T24.2 TITLE 24 (CONT.)
<br />T24.3 TITLE 24 (CONT.)
<br />GRADING (REFERENCE ONLY) REFER TO PERMIT P0114629
<br />1 TITLE SHEET
<br />2 PRECISE GRADING & UTILITY PLAN
<br />3 EROSION CONTROL PLAN
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