|
2%
<br />2%
<br />2%
<br />2%
<br />2%
<br />
<br />2%
<br />2%
<br />2%
<br />5%
<br />5%
<br />5%
<br />
<br />2%
<br />2%
<br />2%
<br />2%
<br />2%
<br />2%
<br />2%
<br />2%
<br />W D
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />CW
<br />CW
<br />CW
<br />CW
<br />CW
<br />CW
<br />CW
<br />CW
<br />
<br />CW
<br />CW
<br />
<br />CW
<br />
<br />CW
<br />
<br />CW
<br />
<br />CW
<br />
<br />CW
<br />
<br />CW
<br />
<br />CW
<br />
<br />CW
<br />CW
<br />CW
<br />
<br />CW
<br />CW
<br />
<br />CW
<br />CW
<br />CW
<br />CW
<br />CW
<br />
<br />CW
<br />CW
<br />
<br />CW
<br />
<br />CW
<br />
<br />S
<br />S
<br />S
<br />EE
<br />E
<br />E
<br />E
<br />E
<br />E
<br />E
<br />E
<br />E
<br />E
<br />E
<br />E
<br />E
<br />E
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />S
<br />5%5%
<br />2%
<br />2%
<br />2%
<br />2%
<br />2%
<br />2%
<br />2%
<br />
<br />2%
<br />2%
<br />2%
<br />5%
<br />5%
<br />5%
<br />
<br />2%
<br />2%
<br />2%
<br />
<br />2%
<br />2%
<br />
<br />2%
<br />2%
<br />2%2%
<br />5%
<br />5%
<br />2%
<br />2%
<br />
<br />PROPERTY LINE 48.68'
<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 />1
<br />4
<br />5
<br />.
<br />3
<br />7
<br />'
<br />BENTON WAY
<br />LINE OF CURB
<br />CENTER LINE
<br />OF STREET
<br />2331 N BENTON WAY
<br />SANTA ANA, CA 92706
<br />1,530 SF
<br />(E) KITCHEN
<br />(E) LIVING
<br />(E) BED 3
<br />(E) BED 1
<br />PRO
<br />PER
<br />T
<br />Y LI
<br />NE 14
<br />5
<br />.
<br />7
<br />1
<br />'
<br />19
<br />PROPERTY L
<br />I
<br />N
<br />E
<br />
<br />5
<br />9.50'
<br />2
<br />(E) BED 2
<br />(E) DINING
<br />16
<br />18
<br />20
<br />(E) HOUSE
<br />ENTRY
<br />(E) GARAGE
<br />215 SF
<br />(E) CLOSET
<br />(E) BATH 1
<br />22
<br />13
<br />PULBIC PARKWAY
<br />(E) 3/4" WATER
<br /> METER
<br />8
<br />22
<br />13
<br />2
<br />2
<br />PROPERTY LINE 21.32'
<br />2
<br />(E)
<br />DRIVEWAY
<br />(E) UTILITY
<br />POWER POLE
<br />(E)
<br /> 5
<br />
<br />' TALL
<br />BL
<br />O
<br />C
<br />K
<br />
<br /> WA
<br />L
<br />L
<br />4
<br />7 7
<br />7
<br />59 '-6"
<br />14
<br />5
<br />'
<br />-
<br />4
<br />
<br />1
<br />/
<br />2
<br />"
<br />21
<br />'
<br />-
<br />6
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />18
<br />'
<br />-
<br />0
<br />"
<br />
<br />37
<br />'
<br />-
<br />9
<br />"
<br />
<br />18
<br />'
<br />-
<br />3
<br />"
<br />
<br />49
<br />'
<br />-
<br />1
<br />0
<br />"
<br />(E) 5 ' TALL
<br />BLOCK WALL
<br />(E
<br />)
<br />
<br />5
<br />'
<br />
<br />T
<br />A
<br />L
<br />L
<br />
<br />BL
<br />O
<br />C
<br />K
<br />
<br />W
<br />A
<br />L
<br />L
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE
<br />(E
<br />)
<br />
<br />1
<br />3
<br />:
<br />1
<br />2
<br />SL
<br />O
<br />P
<br />E
<br />(E) 13:12
<br />SLOPE
<br />(E
<br />)
<br />
<br />1
<br />3
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />
<br />(E) 5:12
<br />SLOPE
<br />(E) 1/2 :12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE
<br />9
<br />(E) LAUNDRY
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE11.1
<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 />
<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 />
<br />2%
<br />S
<br />LOP
<br />E
<br />2% S
<br />LO
<br />P
<br />E
<br />2%
<br />S
<br />LOP
<br />E
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1 1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />
<br />2% SL
<br />O
<br />P
<br />E
<br />2% SLOPE
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />MIN
<br />REA
<br />R
<br />
<br /> SB
<br />4'
<br />-0
<br />"
<br />SIDEBACK
<br />5'-0"
<br />PROPERTY LINE 48.68'
<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 />1
<br />4
<br />5
<br />.
<br />3
<br />7
<br />'
<br />BENTON WAY
<br />LINE OF CURB
<br />CENTER LINE
<br />OF STREET
<br />2331 N BENTON WAY
<br />SANTA ANA, CA 92706
<br />1,530 SF
<br />(E) KITCHEN
<br />(E) LIVING
<br />(E) BED 3
<br />(E) BED 1
<br />PRO
<br />PER
<br />T
<br />Y LI
<br />NE 14
<br />5
<br />.
<br />7
<br />1
<br />'
<br />19
<br />PROPERTY L
<br />I
<br />N
<br />E
<br />
<br />5
<br />9
<br />.
<br />5
<br />0
<br />'
<br />2
<br />(E) BED 2
<br />(E) DINING
<br />18
<br />20
<br />(E) HOUSE
<br />ENTRY
<br />(E) GARAGE
<br />215 SF
<br />(E) CLOSET
<br />(E) BATH 1
<br />13
<br />PULBIC PARKWAY
<br />(E) 3/4" WATER
<br /> METER
<br />13
<br />2
<br />2
<br />PROPERTY LINE 21.32'
<br />2
<br />(E)
<br />DRIVEWAY
<br />(E) UTILITY
<br />POWER POLE
<br />(E)
<br /> 5'
<br /> T
<br />ALL
<br />BL
<br />OCK
<br />
<br /> WAL
<br />L
<br />4
<br />7 7
<br />(E) 5 ' TALL
<br />BLOCK WALL
<br />(E
<br />)
<br />
<br />5
<br />'
<br />
<br />T
<br />A
<br />L
<br />L
<br />
<br />BL
<br />O
<br />C
<br />K
<br />
<br />W
<br />A
<br />L
<br />L
<br />28'-2"
<br />24'-6"
<br />22
<br />'
<br />-
<br />1
<br />0
<br />"
<br />430 SF
<br />FOR OPEN SPACE
<br />950 SF
<br />FOR OPEN SPACE
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />
<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 />
<br />5%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />
<br />(E) 13:12
<br />SLOPE
<br />(E
<br />)
<br />
<br />1
<br />3
<br />:
<br />1
<br />2
<br />SL
<br />O
<br />P
<br />E
<br />(E) 13:12
<br />SLOPE
<br />(E
<br />)
<br />
<br />1
<br />3
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />
<br />(E) 5:12
<br />SLOPE
<br />(E) 1/2 :12
<br />SLOPE
<br />(N
<br />)
<br />
<br />6
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE
<br />(N
<br />)
<br />
<br />4
<br />:
<br />1
<br />2
<br />SL
<br />O
<br />P
<br />E
<br />(N) 6:12
<br />SLOPE
<br />(N) 6:12
<br />SLOPE
<br />(N) 6:12
<br />SLOPE
<br />(N
<br />)
<br />
<br />6
<br />:
<br />1
<br />2
<br />
<br />SL
<br />O
<br />P
<br />E
<br />
<br />(N) 6:12
<br />SLOPE
<br />*GAS
<br />P.O.C
<br />SEWER
<br />P.O.C
<br />WATER
<br />P.O.C
<br />6 10 5
<br />* *
<br />OPEN SPACE
<br />REQUIRED 1200 SF MIN
<br />PROVIDE 670SF +540 SF
<br />= 1210 SF
<br />17
<br />21
<br />SEWER LATERAL
<br />V.I.F.
<br />(N) 1'' WATER METER 3'
<br />AWAY FROM EDGE OF
<br />DRIVEWAY AND AT
<br />MINIMUM 2FT FROM THE
<br />EXISTING WATER METER
<br />1.5 INCHES NEW
<br />WATER LINE, MIN. 18
<br />INCHES BURIAL DEPTH
<br />AND TRACE WIRE IS
<br />REQUIRED FOR PVC
<br />WATER LINES
<br />*
<br />14
<br />'
<br />-
<br />1
<br />1
<br />"
<br />19
<br />'
<br />-
<br />8
<br />"
<br />
<br />15
<br />'
<br />-
<br />3
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />95
<br />'
<br />-
<br />6
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />4'-6 1/2" 49'-4"
<br />SIDE BACK
<br />5'-0"
<br />6 ' SCE EASEMENT
<br />P.
<br />U.E
<br />6 '-0
<br />"
<br />(N) DINING
<br />(N
<br />)
<br />
<br />C
<br />L
<br />O
<br />S
<br />E
<br />T
<br />(N) LIVING
<br />(N) BATH-1
<br />(N) HALLWAY
<br />(N) KITCHEN
<br />(N) ADU ENTRY
<br />PORCH 51 SF
<br />(N) BED 2
<br />(N) BATH-1
<br />(N) BED 1
<br />12
<br />(N) W.I.C
<br />(N
<br />)
<br />
<br />L
<br />A
<br />U
<br />N
<br />D
<br />R
<br />Y
<br />1
<br />CONSTRUCTION
<br />MEASUREMENT AT
<br />THIS CORNER
<br />1.1
<br />SCE
<br />MSR#
<br />14
<br />7'-4 1/2" 19'-1"18'-2"2'-11" 12'-3" 4'-8"
<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% S
<br />LO
<br />P
<br />E
<br />2'-0"18'-10" 2'-0"
<br />24'-4" 5'-0"19'-2 1/2"18'-10"
<br />(E) DRIVEWAY
<br />APPROACH
<br />eave
<br />4"
<br />eave
<br />4"
<br />eave
<br />4"
<br />eave
<br />4"
<br />ea
<br />v
<br />e
<br />4"
<br />eave
<br />4"
<br />eave
<br />4"
<br />ea
<br />v
<br />e
<br />
<br />4"
<br />9
<br />2331 N BENTON WAY
<br />UNIT 2
<br />SANTA ANA, CA 92706
<br />1,000 SF
<br />6'-0
<br />"
<br />EX
<br />C
<br />E
<br />S
<br />S
<br />
<br />D
<br />R
<br />I
<br />V
<br />E
<br />W
<br />A
<br />Y
<br />
<br />T
<br />O
<br />
<br />B
<br />E
<br />RE
<br />M
<br />O
<br />V
<br />E
<br />D
<br />
<br />A
<br />T
<br />
<br />A
<br />
<br />L
<br />A
<br />T
<br />E
<br />R
<br />
<br />T
<br />I
<br />M
<br />E
<br />
<br />EX
<br />C
<br />E
<br />S
<br />S
<br />
<br />D
<br />R
<br />I
<br />V
<br />E
<br />W
<br />A
<br />Y
<br />
<br />T
<br />O
<br />
<br />B
<br />E
<br />RE
<br />M
<br />O
<br />V
<br />E
<br />D
<br />
<br />A
<br />T
<br />
<br />A
<br />
<br />L
<br />A
<br />T
<br />E
<br />R
<br />
<br />T
<br />I
<br />M
<br />E
<br />ADU
<br />OFF-STREET
<br />PARKING
<br />(E) LAUNDRY
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE
<br />(E) 13:12
<br />SLOPE11.1
<br />eave
<br />4" 4'-8"
<br />1
<br />ea
<br />v
<br />e
<br />4"
<br />eave
<br />4"
<br />ea
<br />v
<br />e
<br />4"
<br />
<br />1
<br />1
<br />23
<br />1
<br />231
<br />4 '-7 1/2"1
<br />2% SLOPE
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />
<br />2% SL
<br />O
<br />P
<br />E
<br />2% SL
<br />OP
<br />E
<br />2% SL
<br />OP
<br />E
<br />11
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1 1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />2%
<br />
<br />S
<br />L
<br />O
<br />P
<br />E
<br />1
<br />1
<br />1
<br />1
<br />12
<br />A.07
<br />1
<br />11
<br />A.07
<br />1
<br />1
<br />8'
<br />SCALE : 3/32" = 1'-0"
<br />0 16' 24'
<br />VICINITY MAP GENERAL 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 />6. THE APPLICANT SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY
<br />EASEMENTS ON-SITE THAT MAY AFFECT THE PROJECT. THE SITE PLAN SHALL REFLECT
<br />ALL RECORDED (OR NON-RECORDED) UTILITY EASEMENTS AND ENSURE THERE ARE NO
<br />ENCROACHMENTS BY PROPOSED IMPROVEMENTS (WHICH INCLUDES ANY OVERHANGING
<br />ROOF EAVES). THE SITE PLAN SHALL SHOW ALL EXISTING ABOVE-GROUND UTILITIES
<br />SUCH AS POWER POLES/LINES OR OTHER.
<br />1) THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR
<br />POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS,
<br />ETC) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER
<br />LINES-WHETHER OR NOT THE LINES 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 GAS LINE ON THE DOWN STREAM
<br />SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE
<br />CONTAINING THE FUEL GAS PIPING.
<br />3) PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND
<br />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 CORES,
<br />CURB/GUTTERS, ETC. SEPARATE PUBLIC WORKS PERMIT REQUIRED FOR DRIVEWAYS, APPROACH TO DRIVEWAY,
<br />SEWER LATERALS AND ANY WORK IN RIGHT OF WAY.
<br />8) ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND AMENDMENTS.
<br />9) A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES WHICH DEFINE PROPERTY LINES, SET
<br />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 TOILETS
<br />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 ROTATION &
<br />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 OF
<br />DEMOLISHED SWIMMING POOL WITHIN 5 FT FROM PROPOSED PERIMETER OF THE CONSTRUCTION SITE. OTHERWISE,
<br />THEY NEED TO SUBMIT SOIL COMPACTION REPORT FROM LICENSED SOIL ENGINEER TO BUILDING INSPECTOR PRIOR
<br />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 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 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 THE
<br />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 OVER
<br />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 THE
<br />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 />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 NOT LOCATED WITHIN ONE-HALF MILE WALKING
<br />DISTANCE OF A NEAREST PUBLIC TRANSIT. BUS STOP ID 6511
<br />3/32" = 1'-0" 1 EXISTING SITE PLAN / ROOF PLAN 3/32" = 1'-0" 2PROPOSED SITE PLAN / ROOF PLAN
<br />PROJECT CONTACT
<br />OWNERSHIP
<br />DESCRIPTIONDATE DELTA
<br />A.01
<br />TITLE SHEET /
<br />SITE PLANS /
<br />ROOF PLANS
<br />NE
<br />W
<br />
<br />D
<br />E
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<br />23
<br />3
<br />1
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<br />
<br />W
<br />A
<br />Y
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<br />I
<br />T
<br />
<br />2
<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 />6
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<br />I
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<br />
<br />M
<br />A
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<br />N
<br />
<br />H
<br />O
<br />U
<br />S
<br />E
<br />23
<br />3
<br />1
<br />
<br />N
<br />
<br />B
<br />E
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<br />T
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<br />N
<br />
<br />W
<br />A
<br />Y
<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 />6
<br />DETACHED ADU:
<br />2 BEDROOMS,
<br />2 BATHROOMS,
<br />LIVING, KITCHEN,
<br />DINING, AND
<br />LAUNDRY
<br /> 12/16/2023 PLANNING REVIEW
<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 />LEGAL DESCRIPTION
<br />ASSESSORS PARCEL NO. APN: 002-133-23
<br />NOT IN FLOOD FEMA SHFA'S = FLOOD ZONE X
<br />LOT SIZE 9,135 SF
<br />ZONE R-1 RESIDENTIAL
<br />(E) SFR GARAGE 215 SF
<br />(E) SFR 1,530 SF
<br />(N) ADU PORCH 51 SF
<br />(N) PATIO COVER 115 SF
<br />(N) ADU 1,000 SF
<br />TOTAL 2,911 SF
<br />LOT COVERAGE = 2,911 SF / 9,135 SF = 31.8%< 35% OK
<br />OCCUPANCY GROUP R3 / U
<br />CONSTRUCTION TYPE V-B
<br />FIRE SPRINKLER SFR = NO; ADU = NO
<br />NUMBER OF STORIES SFR = 1; ADU = 1
<br />SHEET INDEXPROJECT DATA
<br />A.01 TITLE SHEET / SITE PLANS / ROOF PLANS
<br />A.02 CALGREEN MANDATORY MEASURES
<br />A.03 CALGREEN MANDATORY MEASURES
<br />A.04 EXISTING MAIN HOUSE FLOOR PLAN AND ELEVATIONS
<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 PREVENVENTION NOTES &
<br />FEATURES / ELECTRIC READY REQUIREMENTS
<br />A.10 DRAINAGE PLAN / CONSTRUCTION MANAGEMENT PLAN
<br />S-0.10 GENERAL NOTES & REQUIREMENTS
<br />S-0.11 GENERAL NOTES & REQUIREMENTS
<br />S0-1 SOIL REPORT
<br />S0-2 SOIL REPORT
<br />S0-3 SOIL REPORT
<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 />T24-1 TITLE 24
<br />T24-2 TITLE 24 (CONT.)
<br />T24-3 TITLE 24 (CONT.)
<br />THE PROPOSED PROJECT IS A 1000 SF ONE-STORY DETACHED
<br />ACCESSORY DWELLING UNIT, 2 BEDROOMS, 2 BATHROOMS,
<br />LIVING, DINING, KITCHEN, LAUNDRY, ENTRY PORCH 51 SF.
<br />DEMOLITION OF ACCESSORY STRUCTURES
<br />THE PLANS FOR PV SYSTEM SHALL BE REQUIRED TO BE
<br />SUBMITTED PRIOR TO FRAMING INSPECTIONS.
<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 />SCOPE OF WORK
<br />APPLICABLE CODES
<br />1 (N) MAIN ELEC PANEL 200AMP;
<br />DUAL GANG METER; MIN. 20' UFER GROUND
<br />SITE PLAN KEYNOTES
<br />2 (E) PERIMETER FENCE / BLOCK WALL
<br />3 (E) CONCRETE WALKWAY
<br />4 (E) DRIVEWAY
<br />5
<br />6 GAS P.O.C
<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 />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 />(N) GAS METER17
<br />(E) MAIN HOUSE ELEC. METER18
<br />(E) GAS METER19
<br />(E) WATER METER20
<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 />SEPARATE PERMIT
<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 />REQUIREMENTS
<br />21
<br />NEW (1) 24" BOX CANOPY TREE
<br />NEW (6) 5-GAL SHRUBS
<br />NEW (10) 1-GAL SHRUBS
<br />(E) GRASS
<br />NEW PERMEABLE HARDSCAPE
<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, CA 92649
<br />PHONE: 714-614-6344
<br />EMAIL: LOANPHAM8888@YAHOO.COM
<br />TITLE 24:
<br />DIG ALERT (811) IS TO BE CONTACTED AND THAT
<br />COMPLIANCE WITH EXCAVATION SAFETY IN
<br />ACCORDANCE WITH GOVERNMENT CODE 4216 WILL
<br />BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING
<br />PLACE.
<br />OWNER / CONTRACTOR ACKNOLEDGEMENT
<br />SIGNATURE:
<br />_______________________________________________
<br />DIG ALERT 811
<br />LANDSCAPE LEGEND
<br />TRACT MAP
<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 />3 VIEW 3D MAINHOUSE & ADU
<br />WATER P.O.C
<br />SEWER P.O.C
<br />TO BE DEMOLISHED 22
<br />15
<br />PARK & REC
<br />DEVELOPMENT FEE
<br />CALCULATION
<br />(ADU SF / SFD SF)
<br />763 SF / 1115 SF = 0.68
<br />THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE
<br />PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE
<br />FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY
<br />RESIDENCE; BUILDING SAFETY STAFF ARE NOT
<br />RESPONSIBLE FOR THE ACCURACY OF THE GIVEN
<br />“SFR SF”.
<br />11.1 (E) TANK WATER HEATER
<br />1 03/28/2024 1ST CORRECTIONS
<br />SOLID FIRE BLOCKING FROM TOP PLATE TO UNDERSIDE
<br />OF ROOF SHEATING. NO VENT HOLES ALLOWED, SEE
<br />DETAIL 11,12/A.07
<br />23
<br />1
<br />1
<br />SANG LUU
<br />BB BROTHERS CORP.
<br />949 SOUTH COAST DR, STE 570
<br />COSTA MESA, CA 92626
<br />ENGINEER:
<br />PRIORITY ENGINEERING GROUP
<br />335 E. BLUERIDGE AVE.
<br />ORANGE, CA 92865
<br />DESIGNER:
<br />TAM VO
<br />BB BROTHERS CORP.
<br />949 SOUTH COAST DR, STE 570
<br />COSTA MESA, CA 92626
<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 />CONSTRUCTION DOCUMENTS
<br />TECHNOLOGIST
<br />TAM VO, CDT, LEED AP
<br />SIGNATURE
<br />DATE: 04/16/2024
<br />1
<br />Bldg# 101118534
<br />APPROVALS
<br />Plng- PRaj
<br />Bldg- CSG Consultants
<br />Police- BMartin
<br />2331 N Benton Way Unit# 2 -
<br />101118534
<br />6/4/2024
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