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SS <br /> <br />SS <br />SS <br /> <br />SS <br /> <br />SS <br /> <br />SS <br /> <br />SS <br /> <br />SS <br /> <br />WL <br /> <br />WL <br />WL <br /> <br />WL <br /> <br />WL <br /> <br />WL <br /> <br />WL <br /> <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 />SS <br /> <br />SS <br />SS <br /> <br />SS <br /> <br />SS <br /> <br />SS <br /> <br />SS <br /> <br />SS <br /> <br />WL <br /> <br />WL <br />WL <br /> <br />WL <br /> <br />WL <br /> <br />WL <br /> <br />WL <br /> <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 />WL <br />WL <br />WL <br />SS <br /> <br />SS <br />WL WLWL <br />SS SSSS <br />G GG <br />EL ELEL <br />S. HICKORY ST.S. HICKORY ST. <br />47.00'47.00'PROPERTY LINEPROPERTY LINE <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <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 />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <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 />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />1929 S HICKORY ST., SANTA ANA, CA <br />(E) SINGLE-FAMILY DWELLING <br />(E <br />) <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br />10 <br />8 <br />' <br /> <br />- <br /> <br />0 <br />" <br />47' - 0" <br />5' - 0" <br />WM <br />(E) WATER METER <br />(E) SEWER <br />LATERAL <br />(E) <br />GRASS <br />(E) GRASS <br />G <br />(E) UNDERGROUND <br />GAS METER <br />(E <br />) <br /> <br />F <br />R <br />O <br />N <br />T <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />80 <br />' <br /> <br />- <br /> <br />6 <br />" <br /> <br />(E) ELECTRIC <br />PANEL <br />(E) SHED TO BE <br />REMOVED <br />46.00'46.00' <br />47.00'47.00' PROPERTY LINEPROPERTY LINE 46.00'46.00' <br />(E) MULCH <br />SIDEWALK <br />7' <br /> <br />- <br /> <br />6 <br />" <br />4' - 0" <br />15' - 0" <br />31 <br />' <br /> <br />- <br /> <br />6 <br />" <br />UNPERMITTED WORK <br />LA <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br /> <br />20 <br />' <br /> <br />- <br /> <br />0 <br />" <br />UNPERMITTED <br />FENCE, <br />REPLACE & <br />BUILD NEW <br />FENCE <br />7 <br />A2 <br />S. HICKORY ST.S. HICKORY ST. <br />47.00'47.00'PROPERTY LINEPROPERTY LINE <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <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 />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <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 />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />10 <br />8 <br />. <br />0 <br />0 <br />' <br />1929 S HICKORY ST., SANTA ANA, CA <br />12 <br />' <br /> <br />- <br /> <br />0 <br />" <br />(N <br />) <br /> <br />A <br />D <br />U <br /> <br />F <br />R <br />O <br />N <br />T <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br /> <br />20 <br />' <br /> <br />- <br /> <br />0 <br />" <br /> <br />23' - 0" <br />SIDE SETBACK <br />4' - 0" <br />(E) SINGLE-FAMILY DWELLING <br />(E <br />) <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br />10 <br />8 <br />' <br /> <br />- <br /> <br />0 <br />" <br />47' - 0" <br />5' - 0" <br />WM <br />(E) ELECTRIC <br />PANEL TO BE <br />CONVERTED TO (N) <br />SUBPANEL FOR <br />PRIMARY HOUSE <br />(E) WATER METER <br />(E) SEWER <br />LATERAL <br />(E) <br />GRASS <br />(E) GRASS <br />G <br />(E) UNDERGROUND <br />GAS METER <br />(E <br />) <br /> <br />F <br />R <br />O <br />N <br />T <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />80 <br />' <br /> <br />- <br /> <br />6 <br />" <br /> <br />SEWER <br />TIE IN <br />2% <br />FIRE SEPARATION DISTANCE LINE <br />5% <br />1927 S HICKORY ST <br />(N) ACCESSORY <br />DWELLING UNIT <br />715 SF <br />6' <br /> <br />- <br /> <br />0 <br />" <br /> <br />6' <br /> <br />- <br /> <br />0 <br />" <br />(N) 200 AMP <br />DUAL METER <br />PANEL <br />(N) GARAGE <br />256 SF <br />46.00'46.00' <br />47.00'47.00'PROPERTY LINEPROPERTY LINE 46.00'46.00' <br />(E) MULCH <br />SIDEWALK <br />17 <br />' <br /> <br />- <br /> <br />0 <br />" <br />7' <br /> <br />- <br /> <br />6 <br />" <br />43 <br />' <br /> <br />- <br /> <br />6 <br />" <br /> <br />2% <br />2% <br />5% <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />16' - 11" <br />20' - 0" <br />5 <br />A5 <br />5% <br />5% <br />23' - 0" <br />5' - 0" <br />LA <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br /> <br />12' - 0" <br />R <br />1 <br />4 <br />' <br /> <br />- <br /> 4 <br /> <br />1 <br />3 <br />/ <br />1 <br />6 <br />" <br />R 18' <br /> - 0" <br />R 36 <br />' <br /> - 0" <br />CAR TURNING PATH <br />UNPERMITTED <br />FENCE, <br />REPLACE & <br />BUILD NEW <br />FENCE <br />7 <br />A2 <br />G <br />WM <br />MAIN PANEL LOCATION <br />GAS METER <br />WATER METER <br />WATER LINE <br />SEWER LINE <br />SITE LEGEND <br />PROPERTY LINE <br />BUILDING LINE <br />(E) GRASS <br />CONCRETE <br />ROOF HATCH <br />GAS LINE <br />ELECTRICAL LINE <br />FIRE SEPARATION <br />DISTANCE LINE <br />EXISTING TREE <br />SHEET NO.: <br />SHEET <br />TITLE: <br />AS SHOWN <br />SCALE: <br />DATE: <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />O <br />V <br />I <br />D <br />E <br />D <br /> <br />B <br />Y <br />: <br /> <br />DE <br />L <br />T <br />A <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />C <br />O <br />. <br /> <br />86 <br />7 <br />1 <br /> <br />G <br />A <br />R <br />D <br />E <br />N <br /> <br />G <br />R <br />O <br />V <br />E <br /> <br />BL <br />V <br />D <br />. <br />, <br /> <br />G <br />A <br />R <br />D <br />E <br />N <br /> <br />G <br />R <br />O <br />V <br />E <br />71 <br />4 <br />- <br />9 <br />8 <br />7 <br />- <br />0 <br />7 <br />8 <br />7 <br />A1 <br />PROJECT <br />DATA & SITE <br />PLAN <br />07/09/2024 <br />19 <br />2 <br />9 <br /> <br />& <br /> <br />1 <br />9 <br />2 <br />7 <br /> <br />S <br /> <br />HI <br />C <br />K <br />O <br />R <br />Y <br /> <br />S <br />T <br />. <br />, <br /> <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />92 <br />7 <br />0 <br />7 <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br />AD <br />U <br />1929 & 1927 S HICKORY ST., SANTA ANA, CA 92707SCOPE OF WORK: <br />1. DEMOLISH EXISTING SHED (UNPERMITTED WORK) <br />2. CONSTRUCT A DETACHED ACCESSORY DWELLING UNIT - 1040 SF, 2 BED, 2 BATH, & WITH 276SF 1-CAR GARAGE <br />AND A 12SF PORCH <br />DATA: <br />OWNER/S : ALAN CHEN <br />PARCEL NUMBER : 949-742-1598 <br />LOT SIZE : 4968 SF <br />ZONE : R1 <br />CONTACT NUMBER : 714-715-1453 <br />EMAIL ADDRESS : alansgc@gmail.com <br />TYPE OF CONSTRUCTION ; V-B <br />OCCUPANCY : R-3 <br />VHFHSZ : NO <br />FLOOD ZONE : X <br />THIS PROJECT SHALL COMPLY WITH THE: <br />2022 CALIFORNIA RESIDENTIAL CODE (CRC) <br />2022 CALIFORNIA MECHANICAL CODE (CMC) <br />2022 CALIFORNIA PLUMBING CODE (CPC) <br />2022 CALIFORNIA ELECTRICAL CODE (CEC) <br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE <br />(CGBSC) <br />2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS <br />(CEES) <br />2022 CALIFORNIA BUILDING CODE (CBC) <br />CODE REQUIREMENTS: <br />THERE SHALL BE NO TRENCHES OR <br />EXCAVATIONS 5 FEET OR MORE INDEPTH <br />INTO WHICH A PERSON IS REQUIRED TO <br />DESCEND OR OBTAINPERMIT FROM STATE <br />OF CALIFORNIA, DIVISION OF <br />OCCUPATIONALSAFETY AND HEALTH <br />(CAL/OSHA). THIS PERMIT AND ANY OTHER <br />SAFETYPERMIT SHALL BE OBTAINED PRIOR <br />TO COMMENCE OF ANY WORK. <br />CAL/OSHA NOTE: <br />1. <br />2. <br />3. <br />a. <br />b. <br />c. <br />65% OF NONHAZARDOUS CONSTRUCTION AND <br />DEMOLITIONDEBRIS SHALL BE SALVAGED, RECYCLED, <br />AND/OR RESUSED. <br />BUILDING MATERIALS WITH VISIBLE SIGNS OF <br />WATERDAMAGAE SHALL NOTE BE INSTALLED.WALL AND <br />FLOOR FRAMING SHALL NOT BE ENCLOSED WHENTHE <br />FRAMING MEMEBERS EXCEED19% MOISTURE CONTENT. <br />INSULATION PRODUCTS WHICH AREVISIBLY WET OR HAVE <br />HIGH MOISTURE CONTENT SHALL BEREPLACED OR <br />ALLOWED TO DRY PRIOR TO ENCLOSURE INWALLOR <br />FLOOR CAVITIES (CGBSC 4.505.3) <br />PROJECTS, WHICH DISTURB LESS THAN 1-ACRE OR SOILD <br />ANDARE NOT PART OF LARGER DEVELOPMENTS THAT <br />DISTURBMORE THAN 1-ACRE, SHALL MANAGE STORM <br />WATER DRAINAGEDURING CONSTRUCTION. THE <br />FOLLOWING MEASURES MAY BEIMPLEMENTED TO <br />PREVENT FLOODING OF ADJACENTPROPERTIES, <br />PREVENT EROSION, AND RETAIN SOIL RUNOFF ONTHE <br />SITE: <br />WHERE STORM WATER IS CONVEYED TO A PUBLIC <br />DRAINAGESYSTEM, COLLECTION POINT, GUTTER, OR <br />SIMILAR DISPOSALMETHOD, WATER SHALL BE <br />FILTERED BY US OF A BARRIERSYSTEM, WATTLE, OR <br />OTHER METHOD APPROVED BY THEENFORCING <br />AGENCY. <br />COMPLIANCE WITH A LAWFULLY ENACTED STORM <br />WATERMANAGEMENT ORDINANCE <br />RETENTION BASINS OF SUFFICIENT SIZE SHALL BE <br />UTILIZEDTO RETAIN STORM WATER ON THE SITE. <br />CALGREEN NOTES: <br />SHEET INDEX <br />NO. SHEET SHEET NAME <br />1 A1 PROJECT DATA & SITE PLAN <br />2 A2 EXISTING HOUSE <br />3 A3 PROPOSED ADU FLOOR & ROOF PLAN <br />4 A4 PROPOSED ELECTRICAL PLAN <br />5 A5 ADU ELEVATIONS & SECTION <br />6 A6 EROSION & SEDIMENT CONTROL PLAN <br />7 A7 EXISTING & PROPOSED CONTOUR MAP <br />8 A8 SINGLE FAMILY RESIDENTIAL MANDATORY <br />REQUIREMENTS <br />9 A9 FRAME BACKING FOR FUTURE GRAB BAR <br />INSTALLATIONS <br />10 A10 FLOOR AREA RATIO <br />11 AD.1 ARCHITECTURAL DETAILS <br />12 AD.2 ARCHITECTURAL DETAILS <br />13 CG.1 CAL. GREEN REQUIREMENTS <br />14 CG.2 CAL GREEN REQUIREMENTS <br />15 S-1 FOUNDATION PLAN <br />16 S-2 FRAMING PLAN (ADU) <br />17 SD1 STRUCTURAL DETAILS <br />18 T24 T24 <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />PLANNING CLEARANCE REQUIRED <br />FOR OVERHEADSERVICE LINE. <br />“PV IS A DEFERRED APPROVAL AND <br />BUILDING CANNOTBE OCCUPIED UNTIL <br />PV IS APPROVED BY CITY.” <br />NEW ADU SHALL MATCH EXISTING <br />RESIDENCE ARCHITECTURALSTYLE, <br />BUILDING MATERIALS, WINDOW STYLE, <br />WINDOW FRAMES,ROOFING STYLE, ALL <br />MATERIALS AND DESIGN. <br />RECOMPACT 4’ OVEREXCAVATION <br />PRIOR TO TRENCHING FOR THE <br />UTILITY AND/ORFOUNDATION. 90% <br />COMPACTION REPORT IS REQUIRED <br />AT THE TIME OF <br />FOUNDATIONINSPECTION. DAMP <br />PROOFING, BASE COURSE AND PRE- <br />SATURATION ARE REQUIRED. <br />PROVIDE 5” SLAB ON GRADE <br />REINFORCED WITH #4 AT 18” ON <br />CENTERS EACH WAYOVER 4” BASE <br />OF ½” OR LARGER CLEAN <br />AGGREGATE WITH 10 MIL VAPOR <br />RETARDER INDIRECT CONTACT WITH <br />CONCRETE. SLAB SHALL BE TIED-IN <br />TO CONTINUOUS 12” WIDEX 24” (MINIMUM <br />EMBEDMENT INTO FIRM SOIL) <br />FOUNDATION. <br />CONTINUOUS FOUNDATION MUST BE <br />REINFORCED WITH 2 #5 (OR 3 #4) TOP <br />ANDBOTTOM. <br />ALL CONCRETE SHALL BE FC’=4,500 <br />PSI (MINIMUM) WITH TYPE V <br />CEMENTMAXIMUM WATER CEMENT <br />RATIO OF 0.45. NO SPECIAL <br />INSPECTION REQUIRED IFCONCRETE <br />TRUCK MIX TICKET IS PROVIDED. <br />GENERAL NOTES: <br />JOB LOCATION <br />SUBJECT PROPERTY IS 0.2 MILES TO THE NEAREST BUS STOP <br />AREA LIVING (SF) GARAGE (SF) PORCH (SF) BEDROOM BATHROOM ON-STE PARKING <br />EXISTING 880 0 30 3 1 400 <br />(N) ADU 715 256 12 2 2 <br />TOTAL (EXISTING + ADU) 1595 256 42 5 3 400 <br />LOT COVERAGE 2293 <br />LOT SIZE 4968 <br />% OF LOT COVERAGE 46.16% <br />NOT TO SCALE <br />PROJECT <br />LOCATION <br />SCALE: 1/8" = 1'-0" <br />1 EXISTING SITE PLAN <br />SCALE: 1/8" = 1'-0" <br />2 PROPOSED SITE PLAN <br />EXISTING + ADU + GARAGE + PORCH + ON-SITE PARKING <br />N N <br />DIG ALERT (811) TO BE <br />CONTACTED AND THAT <br />COMPLIANCE WITH <br />EXCAVATION SAFETY IN <br />ACCORDANCE WITH THE <br />GOVERNMENT CODE 4216 WILL <br />BE FOLLOWED PRIOR TO ANY <br />EXCAVATION TAKING PLACE. <br />PER THE 2022 CALIFORNIA ENERGY CODE, SECTION 150.1(C)14, <br />ALL NEWLY CONSTRUCTEDNSINGLE FAMILY RESIDENTIAL <br />BUILDINGS INCLUDING NEW DETACHED ACCESSORY DWELLING <br />UNITS (ADU'S) SHALL HAVE A NEWLY INSTALLED SOLAR <br />PHOTOVOLTAIC (PV) SYSTEM. <br />EXCEPTIONEXCEPTION : PER EXCEPTION 2 OF CALIFORNIA ENERGY CODE, <br />SECTION 150.1(C)14, A PHOTOVOLTAIC (PV) SYSTEM IS NOT <br />REQUIRED WHEN THE MINIMUM REQUIRED SIZE OF THE PV <br />SYSTEM IS LESS THAN 1.8kW. THEREFORE, A PHOTOVOLTAIC (PV) <br />SYSTEM IS NOT REQUIRED FOR A SINGLE-FAMILY RESIDENTIAL <br />BUILDING OR AN ADU WITH A FLOOR AREA OF 733 SF OR LESS. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />NU <br />M <br />B <br />E <br />R <br /> <br />D <br />A <br />T <br />E <br /> <br />RE <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br /> <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br /> 715 256SF <br />12/10/2024 <br />Bldg #102121149-50 <br /> <br />APPROVALS: <br />PLNG - H. Jacinto <br />BLDG - G. Huang <br />POLICE - B. Martin <br />PUBLIC WORKS - B. Sarlak <br />1927 & 1929 S <br />Hickory St2/12/2025