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8 <br />3" <br />3" <br />3" <br />6" <br />6'-0" AT DOUBLE STALLS <br />4'-0" AT SINGLE STALL <br />9" <br />3" <br />9" <br />3" <br />3" <br />6" <br />3"2"3" <br />8" <br />PRECAST CONC. STOP <br />TOP OF PARKING PAVEMENT <br />3 4" Ø X 12" LONG STL. <br />ANCHOR PIN DRIVEN THRU <br />PAVEMENT ON GRADE <br />TOP OF PARKING PAVEMENT <br />3 4" Ø X 12" LONG STL. ANCHOR PIN <br />DRIVEN THRU PAVEMENT ON <br />GRADE <br />INSTALLATION W/ ANCHOR PINS <br />WHEN PARKING PAVEMENT IS CONCRETE, <br />EITHER ON GRADE OR SUSPENDED ABOVE <br />GRADE, ANCHOR BUMPER W/ 5 8" Ø, 6 12" LONG <br />STL PINS DRILLED 1 - 12" INTO CONC. & SET W/ <br />EPOXY GLUE INTO CONCRETE & BUMPER. <br />PRECAST CONC. <br />WHEEL STOP <br />A.ELEVATION <br />B. SECTION <br />B <br />WHEEL STOP DETAIL <br />SCALE: 1"=1'-0" <br />34 <br />" <br /> <br />T <br />O <br /> <br />3 <br />8 <br />" <br />12" + TREAD <br />WIDTH MIN. <br />TREAD <br />WIDTH <br />HANDRAIL <br />12" MIN. <br />34 <br />" <br /> <br />T <br />O <br /> <br />3 <br />8 <br />" <br />1" <br />2" MIN. <br />4" MAX. <br />MAX. <br />SLIP RESISTANT STRIP AT ALL <br />TREADS OF EXTERIOR STAIRS <br />PROVIDE WARNING STRIPES AT TOP AND BOTTOM <br />TREAD FOR INTERIOR STAIRS <br />34 <br />" <br /> <br />T <br />O <br /> <br />3 <br />8 <br />" <br />4" MIN. <br />7" MAX. <br />11" <br />MIN. <br />12WARNING STRIPING AND HANDRAIL EXTENSION <br />SCALE: 3/4"=1'=0" <br />6A <br />6B <br />VAN-ACCESSIBLE <br />6C <br />6E <br />6F <br />MINIMUM <br />FINE $250.00 <br />6D <br />6 <br />INTERNATIONAL SYMBOL <br />OF ACCESSIBILITY <br />POST AT ACCESSIBLE <br />PARKING SPACES <br />"UNAUTHORIZED" VEHICLES <br />PARKED IN DESIGNATED <br />ACCESSIBLE SPACES NOT <br />DISPLAYING DISTINGUISHING <br />PLACARDS OR SPECIAL <br />LICENSE PLATES ISSUED <br />FOR PERSONS WITH <br />DISABILITIES WILL BE TOWED <br />AWAY AT THE OWNER'S <br />EXPENSE. TOWED VEHICLES <br />MAY BE RECLAIMED AT: <br />____________________OR BY <br />TELEPHONING ____________. <br />NOTE: <br />1.ALL LETTERS & SYMBOLS SPECIFIED ABOVE SHALL CONSIST <br />OF A REFLECTIVE WHITE FIGURE ON A BLUE BACKGROUND <br />ALL SIGNAGE TO COMPLY WITH ACCESSIBILITY TITLE 24 AND <br />APPLICABLE CODES. <br />2.SEE DETAIL 6 ON THIS SHEET FOR POSTING HEIGHT. <br />3.ALL CHARACTERS ARE A PERMANENT PART OF THE SIGN. <br />4.ALL SIGNS TO HAVE 18" RAD. CORNERS MIN. <br />POST AT ALL <br />ACCESSIBLE <br />PARKING SPACES <br />12" x 12" - 60" <br />A.F.F. WHEN WALL <br />MTD. <br />9" x 9" <br />36" x 9" (FIELD VERIFY) <br />ACCESSIBLE <br />PARKING <br />POST AT VAN ACCESSIBLE <br />PARKING SPACES <br />12" x 12" <br />POST AT VAN <br />ACCESSIBLE <br />PARKING SPACES <br />9" x 3" <br />MIN. 17" x 22" SIZE SIGN <br />WITH 1" HIGH BLOCK <br />LETTERS <br />POST AT ENTRANCES <br />TO OFF STREET <br />PARKING FACILITIES <br />12" RAD. CORNERS TYP. <br />PAINTED BORDER TYP. <br />INTERNATIONAL <br />SYMBOL OF <br />ACCESSIBILITY <br />INTERNATIONAL <br />SYMBOL OF <br />ACCESSIBILITY <br />SIGN TYPES <br />SCALE: 3"=1'-0" <br />BLANK SPACES SHALL BE FILLED IN <br />WITH APPROPRIATE INFORMATION <br />AS PERMANENT PART OF THE SIGN <br />"CONTRACTOR TO OBTAIN PROPER <br />INFORMATION" <br />4" PAINTED <br />STRIPES/LINES <br />NO <br />PARKING <br />PRECAST CONC. WHEEL STOP AT <br />STALLS WHERE OCCURS, SEE <br />SITE PLAN FOR LOCATIONS <br />1 <br />INTERNATIONAL <br />SYMBOL OF <br />ACCESSIBILITY <br />36"X36" MIN. <br />"NO PARKING" IN 12" MIN. <br />HEIGHT WHITE LETTERS <br />IN THE ACCESS AISLE <br />EQ.EQ. <br />5'-0" @ STANDARD <br />8'-0" @ VAN <br />9'-0" <br />MIN. <br />36" <br /> <br />M <br />A <br />X <br />. <br />18 <br />' <br />MI <br />N <br />. <br />1'-6" <br />TYP. <br />2' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />- <br />8 <br />ACCESSIBLE PARKING STALLS <br />SCALE: 1/8"=1'-0" <br />- <br />3 <br />CL <br />CL <br />PARKING SIGN <br />- <br />2 <br />- <br />5 <br />ACCESSIBLE SPACES & AISLES <br />SHALL BE LEVEL & ANY <br />SURFACE SLOPE SHALL NOT <br />EXCEED 2% IN ALL DIRECTIONS. <br />IF A WALK CROSSES OR <br />ADJOINS A VEHICULAR WAY, <br />AND THE WALKING SURFACES <br />ARE NOT SEPARATED BY <br />CURBS, RAILINGS, OR OTHER <br />ELEMENTS BETWEEN THE <br />PEDESTRIAN AREAS AND THE <br />VEHICULAR AREAS, THE <br />BOUNDARY SHALL BE DEFINED <br />BY A CONTINUOUS <br />DETECTABLE WARNING WHICH <br />IS 36" WIDE. <br />9'-0" <br />MIN. <br />CL <br />EQ.EQ. <br />CL <br />- <br />10 <br />2 <br />3"3"12" <br />3" WIDE PAINTED <br />STRIPES TYPICAL <br />ON PARKING STRIPES <br />SEE SITE PLAN FOR <br />CONCRETE PARKING <br />BUMPER CENTERED <br />LOCATIONS <br />OR CURB <br />FACE OF WALL 3" <br />19 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />( <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br />) <br />8'-6" (STANDARD) <br />2' <br />- <br />0 <br />" <br />PARKING SPACE STRIPING <br />SCALE: 1/4"=1'-0" <br />8 <br />- <br />4" <br />8'-0" (COMPACT) <br />9'-0" (ACCESSIBLE) <br />15 <br />' <br />- <br />0 <br />" <br /> <br />( <br />C <br />O <br />M <br />P <br />A <br />C <br />T <br />) <br />18 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />( <br />A <br />C <br />C <br />E <br />S <br />S <br />I <br />B <br />L <br />E <br />) <br />10ACCESSIBLE PAVING DETAIL <br />SCALE: 1 1/2"=1'-0" <br />NOTE: REFER TO CIVIL DWG. FOR ADDITIONAL PAVING INFORMATION. <br />ALIGN W/ <br />CURB <br />(BEYOND) <br />1' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />, <br /> <br />O <br />R <br />FU <br />L <br />L <br /> <br />D <br />E <br />P <br />T <br />H <br /> <br />O <br />F <br />PA <br />V <br />I <br />N <br />G <br /> <br />A <br />N <br />D <br /> <br />B <br />A <br />S <br />E <br />(W <br />H <br />I <br />C <br />H <br />E <br />V <br />E <br />R <br /> <br />I <br />S <br />GR <br />E <br />A <br />T <br />E <br />R <br />) <br /> <br />T <br />Y <br />P <br />. <br />CONC. SIDEWALK, THICKEN EDGE <br />AS SHOWN ALL AROUND PERIM. TYP. <br />SEE CIVIL FOR ADN'L INFO. <br />COMPACTED SUB-GRADE TYP. <br />SEE SOILS REPORT. <br />A.C. PAVING OVER COMPACTED <br />BASE, SEE CIVIL AND SOILS <br />REPORT. <br />TACK COAT CONC. SURFACES IN <br />CONTACT WITH A.C. PAVING TYP. <br />3'-0" WIDE BAND OF DETECTABLE <br />WARNINGS (TRUNCATED DOMES), <br />FULL LENGTH OF ZERO CURB <br />TYP. SEE <br />3 <br />12 <br />1/2" EXP. JT. WITH SEALANT OVER, <br />CONT. TYP. <br />8" <br />MIN. <br />8" <br />MI <br />N <br />CONC. CURB PER CITY <br />STANDARDS. SEE CIVIL. <br />SITEWORK SCOPEBLDG. SCOPE <br />1 2" <br />CONC. SIDEWALK, THICKEN EDGE <br />ALL AROUND PERIM. TYP., <br />SEE CIVIL FOR ADN'L INFO. <br />COMPACTED SUB-GRADE TYP. <br />SEE SOILS REPORT. <br />1" <br />TY <br />P <br />. <br />CONC. CURB WITH 1/2" RADIUS <br />BULLNOSE, BOTH SIDES, CONT. <br />TYP. <br />8" <br />MIN. <br />8" <br />MI <br />N <br />PLANTER SOIL. SEE LANDSCAPE. <br />11WALKWAY AT PLANTER <br />SCALE: 1 1/2"=1'-0" <br />2.3 - 2.4 <br />FIGURE 11B-705.1 <br />SIZE AND SPACING OF <br />TRUNCATED DOMES <br />4 <br />REFLECTORIZED PORCELAIN ENAMEL <br />ON STEEL SIGN(S) W/ WHITE LETTERS <br />(1" MIN. HT) AND SYMBOLS ON A DARK <br />BLUE BACKGROUND-FOR TEXT & SIZES <br />SEE DETAIL 6 THIS SHEET <br />FINISHED SURFACE <br />2"x2" GALV. TUBE STEEL POST, PAINTED <br />6 <br />3 <br />0.18" - 0.22" <br />(a) <br />elevation <br />(enlarged) <br />base diameter of <br />0.9 - 0.92 <br />top diameter of <br />0.45 - 0.47 <br />2.3 - 2.40.65 min. <br />(b) <br />plan <br />DETECTABLE WARNING <br />SURFACES SHALL BE YELLOW <br />AND APPROXIMATE FS 33538 <br />OF FEDERAL STANDARD 595C <br />60 <br />" <br /> <br />M <br />I <br />N <br />. <br />80 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />W <br />H <br />E <br />N <br />PR <br />O <br />J <br />E <br />C <br />T <br />I <br />N <br />G <br /> <br />I <br />N <br />T <br />O <br />PA <br />T <br />H <br /> <br />O <br />F <br /> <br />T <br />R <br />A <br />V <br />E <br />L <br />48 <br />" <br /> <br />M <br />I <br />N <br />. <br />80 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />W <br />H <br />E <br />N <br />PR <br />O <br />J <br />E <br />C <br />T <br />I <br />N <br />G <br /> <br />I <br />N <br />T <br />O <br />PA <br />T <br />H <br /> <br />O <br />F <br /> <br />T <br />R <br />A <br />V <br />E <br />L <br />NOTE: <br />IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE <br />NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN <br />AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE <br />DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS A MINIMUM 3'-0" WIDE <br />ACCESSIBILITY SIGNAGE <br />SCALE: 1/2"=1'-0" <br />DETECTABLE WARNINGS (TRUNCATED DOME SURFACE) <br />SCALE: 1/2"=1'-0" <br />2B <br />2C <br />2D <br />13 <br />#3 CONT. BAR <br />CURB DETAIL <br />SCALE: 1 1/2"=1'-0"9 <br />A - expansion joint <br />CONCRETE WALK <br />CONCRETE JOINTS <br />SCALE: 1 1/2"=1'-0" <br />B - construction joint <br />1/8" W. x 1/2" D. SCORE <br />CONCRETE WALK <br />CONCRETE WALK <br />C - score joint <br />EXISTING OR NEW <br />FINISH SURFACE <br />1/4" EXPANSION JOINT FELT @ <br />WALK (WHERE OCCURS) <br />CONC. SIDEWALK (WHERE <br />OCCURS) <br />LINE OF FINISH GRADE <br />(WHERE OCCURS) <br />SEALANT @ CONC. WALK <br />NOTE: <br />1.PROVIDE EXP. JTS. @ RADIUS <br />TANGENT POINTS & AT 25' <br />INTERVALS. <br />2.REFER TO CIVIL DWG. FOR <br />STANDARD CURB DETAIL. <br />3/4" RADIUS <br />NOTE: <br />5" MAXIMUM CURB HEIGHT AT <br />HANDICAP ACCESSIBLE PATHS <br />1 4" <br />6" <br />6" <br />9" <br />6" <br />#3x18" AT 12" O.C. DOWEL WITH ONE <br />END GREASED OR WRAPPED TO <br />ENSURE SLIPPAGE <br />1/2" FELT EXPANSION JOINT FILLER <br />LINE OF WALL, WHERE OCCURS <br />5INTERNATIONAL ACCESSIBILITY SYMBOL <br />SCALE: 1 1/2"=1'-0" <br />THIS DIAGRAM ILLUSTRATES THE <br />SPECIFIC REQUIREMENTS OF THESE <br />REGULATIONS AND IS INTENDED ONLY <br />AS AN AID FOR BUILDING DESIGN AND <br />CONST. <br />WHITE PROFILE ON <br />BLUE BACKGROUND <br />BLUE PROFILE ON <br />WHITE <br />BACKGROUND <br />(b) DISPLAY CONDITIONS <br />(a) SYMBOL PROPORTIONS <br />INTERNATIONAL <br />ACCESSIBILITY <br />SYMBOL <br />16GUARDRAIL @ CONCRETE STAIRS <br />SCALE: 3/4"=1'=0" <br />NEW 1 12" DIAMETER GALV. STEEL PIPE GUARDRAIL, <br />PAINTED. <br />3' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />NEW 1 12" DIAMETER GALV. STEEL PIPE SUPPORT @ <br />4'-0" O.C. MAX., PAINTED. <br />NEW 114" DIAMETER GALV. INTERMEDIATE STEEL <br />PIPE TYP., PAINTED. <br />NOTE: GRIND ALL WELDS SMOOTH & FILL ALL PITS. <br />SLEEVE WITH EPOXY AT EACH POST, SEE <br />STRUCTURAL DRAWINGS <br />378" <br />MA <br />X <br />. <br />NEW 1 12" DIAMETER GALV. HANDRAIL, WELD <br />SUPPORT TO EACH VERTICAL POST <br />34 <br />" <br /> <br />- <br /> <br />3 <br />8 <br />" <br />NEW 4" THICK CONCRETE LANDING / STAIRS, <br />MEDIUM BROOM FINISH. <br />14STAIR SECTION AT FENCE <br />SCALE: 1/2"=1'-0" <br />15STAIR SECTION <br />SCALE: 1/2"=1'-0" <br />2' <br />- <br />1 <br />0 <br />" <br />NEW 1 12" DIAMETER GALV. STEEL PIPE <br />GUARDRAIL, PAINTED. SEE DETAIL 16. <br />NEW 1 12" DIAMETER GALV. <br />STEEL PIPE HANDRAIL, <br />PAINTED. RETURN TO VERTICAL <br />POST AS SHOWN & WELD. <br />3' <br />- <br />6 <br />" <br />NEW 114" DIAMETER GALV. INTERMEDIATE <br />STEEL PIPE TYP., PAINTED. SEE DETAIL 16. <br />A301 <br />6 <br />A300 <br />6 <br />A300 <br />7 <br />+/ <br />- <br /> <br />2 <br />' <br />- <br />0 <br />" <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />4 <br />R <br />I <br />S <br />E <br />R <br />S <br /> <br />@ <br /> <br />6 <br />" <br /> <br />E <br />A <br />. <br />EXISTING ASPHALT PAVING. <br />PATCH & REPAIR AS REQUIRED. <br />NEW CONCRETE <br />STAIRS, SEE <br />DETAIL 12 & <br />STRUCT. DWGS. <br />A300 <br />7 <br />NEW TUBE STEEL FENCE. SEE <br />STRUCTURAL DRAWINGS <br />NEW CONCRETE <br />STAIRS, SEE <br />DETAIL 12 & <br />STRUCT. DWGS. <br />NEW CONCRETE <br />LANDING, SEE <br />STRUCT. DWGS. <br />2' <br />- <br />1 <br />0 <br />" <br />2' <br />- <br />1 <br />0 <br />" <br />NEW 1 12" DIAMETER GALV. <br />STEEL PIPE HANDRAIL, <br />PAINTED. RETURN TO VERTICAL <br />POST AS SHOWN & WELD. <br />6" <br />TY <br />P <br />. <br />1'-0" <br />TYP. <br />6" <br />TY <br />P <br />. <br />1'-0" <br />TYP. <br />CLIENT: <br />SUBMITTAL <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />B <br />S <br />B <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />, <br /> <br />i <br />n <br />c <br />. <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />JOB NO. <br />DATEREVISION <br />SHEET TITLE <br />SHEET NO. <br />08.08.2023PLANNING SUBMITTAL <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 />5 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br /># <br />2 <br />0 <br />0 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />- <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />I <br />CM220584.00 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <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 />5 <br />CL <br />I <br />E <br />N <br />T <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />1ST PC SUBMITTAL - BUILDING <br />PLAN CHECK RESUBMITTAL <br />02.08.2024 <br />PLAN CHECK RESUBMITTAL 09.09.2024 <br />970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 <br />O: 310.217.8885 <br />BSBDESIGN.COM <br />PLAN CHECK RESUBMITTAL 10.17.2024 <br />SITE & ACCESSIBILITY DETAILS <br />A801 <br />B PLAN CHECK CORRECTIONS 10.17.2024 <br />B <br />B <br />REN. 11/30/25 <br />2130 E 4th St <br />2/11/2025