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5% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />W H <br />3 <br />5 <br />2 <br />4 <br />2 SCALE: 1/8" = 1'-0" <br />EXISTING SITE PLAN <br />S CLARA ST. <br />5 <br />10'-9" <br />2% <br /> <br />M <br />I <br />N <br />. <br />SL <br />O <br />P <br />E <br />2% <br /> <br />M <br />I <br />N <br />. <br />SL <br />O <br />P <br />E <br />2% <br /> <br />M <br />I <br />N <br />. <br />SL <br />O <br />P <br />E <br />(E) CURB <br />KEY NOTES <br />(E) DRIVEWAY APPROACHED <br />(E) DRIVEWAY <br />(E) SIDEWALK <br />(E)UN-PERMITTED COVERED <br />PATIO 2 TO DEMOLISHED <br />434 Sq. Ft. <br />L= <br />1 <br />2 <br />5 <br />' <br />P <br />L= <br />1 <br />2 <br />5 <br />' <br />P <br />L=50'P <br />L=50'P <br />GM <br />GM <br />2% <br /> <br />M <br />I <br />N <br />. <br />SL <br />O <br />P <br />E <br />5% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />5% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />3 <br />5 <br />W H <br />3 <br />2 <br />1 <br />4 <br />S CLARA ST. <br />10'-9" <br />2% <br /> <br />M <br />I <br />N <br />. <br />SL <br />O <br />P <br />E <br />L= <br />1 <br />2 <br />5 <br />' <br />P <br />L=50'P <br />L=50'P <br />GM <br />GM <br />3 <br />5 <br />1 SCALE: 1/8" = 1'-0" <br />PROPOSED SITE PLAN N <br />16 <br />9 <br />14 66 3232 <br />9 <br />9 <br />1515 <br />99 <br />9 <br />1313 <br />13 13 <br />1111 <br />9 <br />9 <br />1010 <br />1515 <br />77 <br />1212 <br />16 <br />1010 <br />1515 <br />99 <br />7 <br />8 <br />17 <br />17 17 <br />10'-9" <br />10'-9" <br />8' <br />- <br />0 <br />" <br />EXISTING 1-STORY REAR <br />UNIT OF 811 Sq. Ft. <br />1144 S. CLARA STREET <br />2% <br /> <br />M <br />I <br />N <br />. <br />SL <br />O <br />P <br />E <br />29 <br />' <br />- <br />2 <br />" <br />29 <br />' <br />- <br />9 <br />" <br />13'-2" <br />5'-3" <br />12 <br />' <br />- <br />0 <br />" <br />25 <br />' <br />- <br />8 <br />" <br />6' <br />- <br />0 <br />" <br />23 <br />' <br />- <br />2 <br />" <br />28 <br />' <br />- <br />3 <br />" <br />29 <br />' <br />- <br />1 <br />1 <br />" <br />(E)UN-PERMITTED COVERED <br />PATIO 1 TO BE DEMOLISHED <br />300 Sq. Ft. <br />12 <br />' <br />- <br />0 <br />" <br />EXISTING 1142 S. <br />CLARA STREET <br /> 1,431 Sq. Ft. <br />(NO CHANGES) <br />4'-0" <br />18 <br />23'-0" <br />PROPOSED 2-STORY <br />A.D.U. OF 767 Sq. Ft. <br />23'-0" <br />0. <br />5 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />17 <br />' <br />- <br />2 <br />" <br />20 <br />L= <br />1 <br />2 <br />5 <br />' <br />P <br />20 <br />(6) 5 - GALLON SHRUBS <br />NAME: CURLY SENTRY PALM <br />HOWEA BELMOREANA <br />(10) 1- GALLON SHRUBS <br />NAME: HERBACEOUS PERENNIALS <br />NAME: TRISTANIA CONFERTA <br />(1) - NEW 24" BOX CANOPY TREE <br />Lophostemon confertus <br />NATURAL GRASS AREA <br />PLANTS LEGEND <br />* 35% MAXIMUM FOR HARDSCAPE SURFACES WITHIN THE <br />FRONT-YARD, THE FRONT YARD AREA IS DEFINED AS THE AREA <br />BETWEEN THE FRONT POPERTY LINE AND THE BUILDING FACADE. <br />HARDSCAPE AREA 523 Sq. Ft.= <br />LANDSCAPE AREA 934 Sq. Ft.= <br />FRONT YARD AREA =1499 Sq. Ft. (100%) <br />HARDSCAPE MAX <br />ALLOWABLE AREA =525 Sq. Ft. (35%) <br />HARDSCAPE AREA PROVIDED = 523 Sq. Ft. <br />HARDSCAPE / LANDSCAPE AREAS <br />29 <br />' <br />- <br />2 <br />" <br />25 <br />25 <br />21 <br />22 <br />22 <br />23 <br />13'-2" <br />23 <br />5% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />5% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />12 <br />' <br />- <br />0 <br />" <br />8' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />4'-11" <br />12 <br />' <br />- <br />0 <br />" <br />25 <br />' <br />- <br />8 <br />" <br />1142 S. CLARA <br />STREET, UNIT 2 <br />17 <br />EXISTING 1142 S. <br />CLARA STREET <br /> 1,431 Sq. Ft. <br />(NO CHANGES) <br />19 <br />32'-4" <br />5% <br /> <br />M <br />I <br />N <br />. <br />SL <br />O <br />P <br />E <br />2% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E 2% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />2% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />FR <br />O <br />N <br />T <br /> <br />Y <br />A <br />R <br />D <br />REMOVE ARTIFICIAL <br />GRASS AND INSTALL <br />NATURAL GRASS <br />REMOVE ARTIFICIAL <br />GRASS AND INSTALL <br />NATURAL GRASS <br />1 <br />8 <br />NEW FRONT <br />COVER PORCH <br />43 Sq.Ft. <br />14 <br />5' <br />- <br />0 <br />" <br />3' <br />- <br />0 <br />" <br />7' <br />- <br />0 <br />" <br />27 <br />24 <br />7 <br />(NO CHANGES) <br />0. <br />5 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />EXISTING 1-STORY REAR <br />UNIT OF 811 Sq. Ft. <br />1144 S. CLARA STREET <br />(NO CHANGES) <br />5% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />5% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />A <br />A-1.1 <br />0. <br />5 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />A <br />A-1.1 <br />0. <br />5 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />A <br />A-1.1 <br />0. <br />5 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />A <br />A-1.1 <br />0. <br />5 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />A <br />A-1.1 <br />0. <br />5 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />A <br />A-1.1 <br />0. <br />5 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />A <br />A-1.1 <br />1. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION <br />WALLS. THE GRADE SHALL FALL A MINIMUM OF 2% WITHIN THE FIRST 10 FEET AT <br />IMPERVIOUS AREAS AND 5% AT PERVIOUS AREAS. (R401.3) <br />2. WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT <br />6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED <br />TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. <br />DRAINAGE DETAIL A <br />NO SCALE <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />FENCE <br />8" <br /> <br />M <br />I <br />N <br />. <br />PROPOSED <br />STRUCTURE <br />28 <br />26 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />17 <br />19 <br />(E) CONCRETE WALKWAY <br />(E) REAR YARD <br />(E) PLANTER <br />(E) TREE <br />(E) 6 Ft. Ht. BLOCK WALL FENCE <br />(E) 3 Ft. Ht. BLOCK WALL FENCE <br />(E) ELECTRICAL METER <br />(E) WATER METER TO BE UPGRADED <br />REFER TO SHEET A-1.2 FOR CALCS <br />(E) GAS METER <br />(E) WATER HEATER TO REMAIN <br />16 <br />18 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />(E) 6 Ft. Ht. FENCE DOOR <br />(E) 3 Ft. Ht. FENCE DOOR <br />(E) 3 Ft. Ht. BLOCK WALL FENCE WITH BLACKSMITH RAILING <br />NEW CONCRETE LANDING <br />NEW CONCRETE WALKWAY <br />EXISTING ROOF OVERGANG PROJECTION LINE <br />NEW 24" BOX CANOPY TREE <br />NEW 5 GALLON SHRUBS <br />NEW 1 GALLON SHRUBS <br />TEMPORARY CONCRETE WASHOUT AREA <br />(LOCATION MAY VARY) <br />(SEE SHEET G-6 FOR SPECS) <br />TEMPORARY GRAVEL BAGS OR FIBER <br />ROLLS <br />(SEE SHEET G-5 FOR SPECS) <br />NEW NEEA HEAT PUMP WATER HEATER <br />TANK VOL. 40 (GAL.) <br />BRAND: RHEEM MODEL HPLD40-1RH <br />(SEE DETAILS 1 & 2 / A-5.2 AND SPECS. SHEET GN-4) <br />QUICK SHED WATER HEATER ENCLOSURE 30"x30"x74" <br />BRAND: HOLDRITE <br />(SEE SPECS. SHEET GN-4) <br />26 <br />27 IMAGINARY PROPERTY LINE <br />28 NEW MINI-SPLIT COMPRESSOR OUTDOOR UNIT. REFER TO <br />ENERGY TITLE REPORT AT SHEETS T24 FOR ADDITIONAL <br />SPECIFICATIONS. LOCATION SUBJECT TO CHANGE PER <br />GENERAL CONTRACTOR <br />NEW 100 AMPS ELECTRICAL SUB-PANEL FOR PROPOSED ADU <br />WITH TYPE 1 SURGE PROTECTIVE DEVISE (SPD) WITH MAIN <br />BREAKER DISCONNECT. <br />NOTE: FINAL LOCATION PER EDISION <br />29 <br />29 <br />NEW ELECTRICAL SERVICE LINE <br />2" PVC PIPE SCHEDULE 40 WITH: <br />-3#2 THNN WIRE <br />-1#4 THNN WIRE <br />BURIAL DEPTH SHALL BE A MIN. OF 24" <br />30 <br />4'-11" <br />30 <br />2% MIN. <br />SLOPE <br />2% <br /> <br />M <br />I <br />N <br />. <br />SLO <br />P <br />E <br />PROJECTION LINE OF NEW ROOF OVERHANG31 <br />2' <br />- <br />0 <br />" <br />2% M <br />I <br />N <br />. <br />SLOP <br />E <br />2% M <br />I <br />N <br />. <br />SLOP <br />E <br />5' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br />31 <br />31 <br />27 <br />20 <br />2020 <br />5'-3" <br />20 <br />20 <br />20 <br />2 <br />A-5.2 <br />1 <br />A-5.2 <br />ADDITIONAL NOTES <br />2% MIN.2% MIN.0. <br />5 <br /> <br />% <br /> <br />M <br />I <br />N <br />. <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />EXISTING <br />S.F.R. <br />PROPOSED <br />STRUCTURE <br />DRAINAGE DETAIL B <br />NO SCALE <br />B <br />A-1.1 <br />B <br />A-1.1 <br />GENERAL CONTRACTOR <br />SHALL PROVIDE A NEW CONCRETE SWALE <br />AS NEEDED. SEE NOTE No.1 & 2 BELOW <br />2% MIN.2% MIN. <br />GENERAL CONTRACTOR <br />SHALL PROVIDE A NEW CONCRETE SWALE <br />AS NEEDED. SEE NOTE No.1 & 2 BELOW <br />0. <br />5 <br /> <br />% <br /> <br />M <br />I <br />N <br />. <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />THE MAXIMUM AMOUNT OF SOIL BEING MOVED SHALL BE LESS THAN 50 CUBIC YARDS <br />32 <br />30 <br />(E) MAIN PANEL BOARD TO BE REMOVED AND REPLACED WITH A <br />NEW: 400 AMPS DUAL METER PANEL WITH A MINIMUM BUSBAR <br />RATING OF 225 AMPS (200 AMPS FOR EXISTING UNIT AND 200 <br />AMPS FOR PROPOSED ADU) <br />FINAL ELECTRICAL PANEL LOCATION WILL BE AS DETERMINED BY <br />SCE AND CITY INSPECTOR <br />V E C O <br />d e s i g n - s t u d i o <br />SHEET: <br />JOB No: <br />DATE: <br />DRAWN BY: <br />PLAN: <br />PHONE: <br />JOB SITE: <br />PROJECT NAME: <br />REVISION:BY: <br />SANCHEZ <br />RESIDENCE <br />23-022 <br />10-17-2024 <br />N.P. <br />714-474-3531 <br />1142 & 1144 S CLARA ST. <br />1142 UNIT 2, S CLARA ST. <br />SANTA ANA CA 92704 <br />d e s i g n e r <br />Oscar Vega <br />C e 1 - - 1 <br />O i e 1 - - <br />i n o e o d e s i g n s . o <br /> C O A V E . <br />A A E C A <br />APPROVED BY :O.V. <br />SITE PLANS <br />A-1.1