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PL 53' <br />R/W 53' <br />PL <br /> <br /> <br />1 <br />2 <br />5 <br />' <br />PL <br /> <br /> <br />1 <br />2 <br />5 <br />' <br />75 <br />18 2017 <br />12 <br />7 <br />13 <br />6 <br />11 <br />8 <br />6TH STREET <br />(IN FEET) <br />0 10 20 40 <br />PROPOSED SITE PLAN <br />SCALE: 1/8"=1' <br />6(E) COVERED PATIO <br />NO CHANGE <br />FOOTPRINT= 826 SQ.FT. <br />EXISTING <br />1-STORY HOUSE <br />23 <br />' <br />- <br />6 <br />" <br />4' <br />4'4' <br />4' <br /> PROPOSED <br />1-STORY ADU <br />FOOTPRINT= 996 SQ.FT. <br />4' <br />(N)PORCH <br />(E) CONCRETE <br />(E) CONCRETE <br />(N <br />) <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />(E) GRASS <br />(N) LANDSCAPE <br />158 SQ.FT. <br />(E) GRASS <br />(E) GRASS <br />(N) GAS <br />METER <br />(N)150 AMP <br />ELEC. <br />PANEL <br />(E) GAS METER <br />(E) ELEC. PANEL <br />2'-6" <br />9' <br />22' <br />38 <br />' <br />- <br />6 <br />" <br />PROTECT EXIST <br />WATER METER <br />(E) SIDEWALK <br />21 <br />' <br />- <br />6 <br />" <br />(E <br />) <br />BL <br />O <br />C <br />K <br /> <br />W <br />A <br />L <br />L <br />4' <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />(E <br />) <br />BL <br />O <br />C <br />K <br /> <br />W <br />A <br />L <br />L <br />4' <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />(E)WOOD FENCE <br />6' HEIGHT <br />(E) FIRE <br />HYDRANT <br />N <br />S <br />H <br />E <br />L <br />T <br />O <br />N <br /> <br />S <br />T <br />. <br />4' <br />5%mi <br />n <br />(5%±) <br />2%min <br />(1 <br />% <br />± <br />) <br />T1 T1 T1 <br />T1T1T1 <br />T2 <br />T3 <br />GRASS <br />(N) LANDSCAPE <br />269 SQ.FT. <br />16 <br />' <br />- <br />6 <br />" <br />31' <br />(E <br />) <br />WO <br />O <br />D <br /> <br />F <br />E <br />N <br />C <br />E <br />6' <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />T2 <br />T1T1 <br />T1 <br />4'18' <br />38 <br />' <br />- <br />6 <br />" <br />7' <br />3' <br />OPEN SPACE <br />690 SQ.FT. <br />OPEN SPACE <br />510 SQ.FT. <br />1112 W 6TH ST <br />1112 W 6TH ST, UNIT 2 <br />(N) WOOD GATE <br />(N) WOOD FENCE <br />3' HEIGHT <br />30 <br />' <br />(E) DRIVEWAY APPROACH <br />(E <br />) <br />G <br />A <br />S <br />(E)WM <br />PO <br />I <br />N <br />T <br /> <br />O <br />F <br /> <br />C <br />O <br />N <br />N <br />E <br />C <br />T <br />I <br />O <br />N <br /> <br />F <br />R <br />O <br />M <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />P <br />I <br />P <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />N <br />E <br />W <br /> <br />P <br />I <br />P <br />I <br />N <br />G <br />EN <br />T <br />E <br />R <br />I <br />N <br />G <br /> <br />T <br />H <br />E <br /> <br />N <br />E <br />W <br /> <br />A <br />D <br />U <br />60' TO THE MOST REMOTE <br />PLUMBING FIXTURE <br />PR <br />O <br />I <br />D <br />E <br /> <br />M <br />I <br />N <br /> <br />1 <br />1 <br /> <br />W <br />A <br />T <br />E <br />R <br /> <br />(E <br />) <br /> <br />W <br />A <br />T <br />E <br />R <br /> <br />(N <br />) <br /> <br />M <br />I <br />N <br />. <br /> <br />3 <br />" <br /> <br />S <br />. <br />S <br /> <br />L <br />A <br />T <br />E <br />R <br />A <br />L <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />S <br />L <br />O <br />P <br />E <br /> <br />O <br />F <br /> <br />¼ <br />” <br /> <br />P <br />E <br />R <br /> <br />F <br />T <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS SS SS SS <br />INSTALL SEWERCLEANOUT <br />(E <br />) <br /> <br />S <br />E <br />W <br />E <br />R <br /> <br />L <br />A <br />T <br />E <br />R <br />A <br />L <br />F <br />A <br />THE DISTANCE FROM (E)FIRE HYDRANT TO THE FURTHEST <br />POINT OF THE STRUCTURE <br />= FO+OA+AB= 66+125+50= 241 FT.< 600 FT. <br />NOTES: <br />LE <br />N <br />G <br />T <br />H <br /> <br />F <br />R <br />O <br />M <br /> <br />M <br />A <br />I <br />N <br /> <br />P <br />A <br />N <br />E <br />L <br /> <br />O <br />F <br /> <br />H <br />O <br />U <br />S <br />E <br />TO <br /> <br />A <br />D <br />U <br /> <br />S <br />U <br />B <br />- <br />P <br />A <br />N <br />E <br />L <br /> <br />= <br /> <br />7 <br />6 <br />F <br />T <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />N <br />D <br />U <br />C <br />T <br />O <br />R <br /> <br />S <br />I <br />Z <br />E <br /> <br />: <br /> <br />1 <br />/ <br />0 <br /> <br />A <br />W <br />G <br />PV <br />C <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br /> <br />4 <br />0 <br /> <br />- <br /> <br />2 <br />” <br /> <br />M <br />I <br />N <br /> <br />U <br />N <br />D <br />E <br />R <br />G <br />R <br />O <br />U <br />N <br />D <br />(E) STREET TREE <br />(E) TREE <br />(E) TREE <br />STREET SIGNS <br />(E) STREET TREE <br />Exist Sewer Main <br />Exist Sewer Lateral <br />Exist Curb & Guter Exist Curb & Guter <br />Parkway Area <br />Exist Sidewalk <br />Parkway Area <br />Exist R/W LineExist R/W Line <br />Exist Water Main <br />Exist Curb & Guter Exist Curb & Guter <br />20 <br />' <br />10 <br />' <br />Proposed 4" PVCSewer Lateral <br />P <br />1 <br /> <br /> <br />10+009+50 10+50 <br />CL CL CL <br />CL <br />St <br />a <br /> <br />9 <br />+ <br />9 <br />0 <br />± <br />℄ <br />E <br />x <br />i <br />s <br />t <br /> <br />D <br />w <br />y <br />. <br />10+00 CL 6th Street10+00 CL Shelton Street <br />(5%±) <br />(1 <br />% <br />± <br />) <br />(1 <br />% <br />± <br />) <br />(1 <br />% <br />± <br />) <br />(1 <br />% <br />± <br />) <br />(1 <br />% <br />± <br />) <br />1% <br />1% <br />2%min <br />1%1% <br />2% <br />min <br />2% <br />2% <br />2%2% <br />5%min5%min <br />5%min5%min <br />5% <br />m <br />i <br />n <br />5% <br />m <br />i <br />n <br />1% <br />2% <br />min <br />5% <br />m <br />i <br />n <br />1% <br />1% <br />5% <br />m <br />i <br />n <br />(1 <br />% <br />± <br />) <br />(1 <br />% <br />± <br />) <br />CONTROL VALVE - RAIN BIRD 100-DVF-SS <br />PVC LATERAL - CLASS 200 1" <br />IN-LINE DRIP TUBING - CLASS 200 3/4" <br />DRIP TUBING FITTING - NETAFIM TLCV6-12 <br />PVC LATERAL TO IN-LINE DRIP TUBING CONNECTION <br />f FLUSH-OUT <br />M WATER METER <br />SHUTOFF VALVE - SALCO 1 INCH PVC BALL VALVE <br />BACKFLOW DEVICES - FEBCO 850-1" <br />LABEL water <br />use <br />BOTANICAL <br />NAME <br />COMMON <br />NAME REMARKS <br />T1 <br />PLANT SCHEDULE: <br />TYPE <br />new <br />T2 new LOW NEW ZEALAND FLAXPHORMIUM 4' HEIGHT, 4' SPREAD <br />T3 new MODERATE JAPANESE MAPLE 10' HEIGHT, <br />8' SPREAD <br />ACER PALMATUM <br />symbol <br />LOW ECHIUM CANDICANS 4'-6' HEIGHT, <br />4'-6' SPREAD <br />PRIDE OF MADEIRA <br />SIZE <br />5-GAL <br />5-GAL <br />15-GAL <br />(N)FRONT WOOD FENCE ELEVATION - OUTSIDE LOOKING IN <br />3' <br />6'6'-2" <br />53' <br />3' <br />SCALE : 1/4" = 1' <br />6'6'6'6'-2"12'4"4'4" <br />WOOD FENCE <br />3' HEIGHT <br />WOOD GATE WOOD GATE <br />WOOD FENCE <br />3' HEIGHT <br />WOOD GATE <br />(N)WOOD FENCE FLOOR PLAN <br />SCALE : 1/4" = 1' <br />12'6'-2"6'6' <br />53' <br />WOOD GATE <br />POST <br />OUT SIDE <br />IN SIDE <br />6'6'6'-2"4"4'4" <br />POST <br />POST 4"x4" <br />FENCE DETAIL <br />SCALE : 1/2" = 1' <br />FRONT (FINISHED SIDE) <br />2" <br />3' <br />4" <br />MIN SPACING <br />POST 4"x4" <br />1"x4" <br />2"x4" <br />2"x4" <br />1"x4" <br />2"x4" <br />2' <br />1' <br />3" <br />GRAVEL <br />FINISH GRADE <br />1' <br />GROUND SURFACE <br />2' <br />3" TO 6" OF CONCRETE SHOULD BE POURED <br />INTO THE HOLE PRIOR TO SETTING THE <br />POST, TO PROVIDE SEPARATION OF THE <br />POST FROM THE EARTH. <br />NOTE: USE GALVANIZED NAILS OR SCREWS AT <br />ALL WOOD-TO-WOOD CONNECTIONS. <br />3" <br />3" <br />18" MAX SPACING, TYPICAL <br />3" <br />SLOPE CONCRETE AWAY FROM <br />POST ALL AROUND <br />2' <br />- <br />8 <br />" <br />POST SIZE (PRESSURE-TREATED <br />POSTS ARE RECOMMENDED OVER <br />REDWOOD LONGER LIFE) <br />4" <br />4" <br />1' <br />- <br />6 <br />" <br />4" <br />4" <br />NOTE: <br />* WOOD POSTS SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD (CBC 2304.11.2.7). <br />WOOD POSTS SHALL BE NO. 2 FOUNDATION-GRADE REDWOOD, OR PRESSURE-TREATED DOUGLAS FIR-LARCH <br />NO. 2 OR BETTER. <br />* PRESERVATION TREATMENT MUST BE APPLIED TO THE ENDS OF WOOD POSTS BURIED IN THE GROUND. <br />* SET POSTS/PIPES IN 12-INCH DIAMETER CONCRETE FOOTING EXTENDING AT LEAST 24 INCHES INTO <br />UNDISTURBED NATURAL GROUND OR PROPERLY COMPACTED FILL. FOOTINGS SHOULD BE PLACED OVER 3 <br />INCHES OF LOOSE GRAVEL. WOOD POSTS SHOULD EXTEND THROUGH CONCRETE FOOTING TO GRAVEL BELOW. <br />* USE GALVANIZED NAILS OR SCREWS AT ALL WOOD-TO-WOOD CONNECTIONS. <br />GRAVEL BENEATH FOR <br />POST DRAINAGE <br />NOTE: <br />THE APPLICANT/PROPERTY OWNER SHALL BE <br />RESPONSIBLE FOR CONFIRMING ALL EXISTING <br />UTILITY EASEMENTS AND/OR CLEARANCES <br />ON-SITE THAT MAY AFFECT THE PROJECT. <br />NOTE: <br />INSTALLATIONS SHALL MAINTAIN A 60" <br />HORIZONTAL CLEARANCE AND 12" VERTICAL <br />CLEARANCE FROM CITY UTILITIES. THESE <br />DIMENSIONS ARE TO BE MEASURED FROM <br />OUTER DIAMETERS OF BOTH THE CITY UTILITY <br />AND THE PROPOSED UTILITY. <br />MARK <br />OWNER: <br />SHEET TITLE: <br />NOTES: <br />PROJECT NUMBER: <br />DRAWN BY: <br />CHECK BY: <br />DATE DESCRIPTION <br />GRAPHIC SCALE: <br />14572 HARPER STREET - MIDWAY CITY, CA 92655 <br />Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com <br />THANH NGUYEN <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 /> <br />( <br />U <br />N <br />I <br />T <br /> <br />2 <br />) <br />11 <br />1 <br />2 <br /> <br />W <br /> <br />6 <br />T <br />H <br /> <br />S <br />T <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 />3 <br />MINH TAM VU <br />17342 COBBLESTONE LN, <br />HUNTINGTON BEACH, CA 92648 <br />REV 01 09/25/2024 <br /> SITE PLAN <br />A0.2