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22 <br />" <br /> <br />M <br />I <br />N <br />. <br />17" MIN. <br />80 <br />" <br /> <br />M <br />I <br />N <br /> <br />T <br />O <br />WA <br />L <br />K <br />I <br />N <br />G <br />SU <br />R <br />F <br />A <br />C <br />E <br />LETTERING ON SIGN MUST BE <br />A MINIMUM OF 1" IN HEIGHT <br />APPROPRIATE INFORMATION MUSTBE INCLUDED AS A PERMANENT PART <br />OF THE SIGN (MINIMUM OF 1" IN <br />HEIGHT) <br />2" DIA. GALV. PIPE SET IN <br />CONCRETE 18" BELOW GRADE <br />WHEN FREE STANDING <br />PER CBC 11B-502.8, THE SIGN ABOVE SHALL BE POSTED IN A CONSPICUOUS <br />PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR <br />IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR <br />SPACE. <br />UNAUTHORIZED VEHICLES <br />PARKED IN DESIGNATED <br />ACCESSIBLE SPACES NOT <br />DISPLAYING DISTINGUISHING <br />PLACARD OR SPECIAL <br />LICENCE PLATES ISSUED <br />FOR PERSONS WITH <br />DISABILITIES WILL BE <br />TOWED AWAY AT THE <br />OWNER'S EXPENSE. TOWED <br />VEHICLES MAY BE <br />RECLAIMED AT <br />OR BY TELEPHONING <br />4' <br />- <br />0 <br />" <br />MI <br />N <br />I <br />M <br />U <br />M <br />4'-0" <br />3' <br />- <br />0 <br />" <br />1: <br />4 <br />8 <br /> <br />M <br />A <br />X <br />12" WIDE GROOVED BORDER <br />1/4" W X 1/4" D GROOVES <br />1:12 <br />6" CONCRETE CURB <br />MINIMUM <br />@ 3/4" O.C. <br />MAX. <br />1:12 <br />MAX. <br />DETECTABLE WARNING <br />AT VEHICULAR WAY <br />05 <br />- <br />PER DETAIL <br />6" CONCRETE CURB <br />DRIVEWAY <br />ZERO CURB <br />3' <br />- <br />0 <br />" <br />1:10 <br />MAX. <br />1: <br />1 <br />2 <br />MA <br />X <br />. <br />1:10 <br />MAX. <br />PERPENDICULAR CURB RAMP (PER CBC 11B-406.2) <br />DRIVEWAY <br />PARALLEL CURB RAMP (PER CBC 11B-406.3.2) <br />12" WIDE GROOVED BORDER <br />1/4" W X 1/4" D GROOVES <br />@ 3/4" O.C. <br />DETECTABLE WARNING <br />AT VEHICULAR WAY <br />05 <br />- <br />PER DETAIL <br />1: <br />4 <br />8 <br /> <br />M <br />A <br />X <br /> <br />S <br />L <br />O <br />P <br />E <br />48 <br />" <br /> <br />M <br />I <br />N <br /> <br />L <br />A <br />N <br />D <br />I <br />N <br />G <br />1:10MAX. <br />1:12 <br />MAX. <br />1:10MAX. <br />DIAGONAL OR CORNER TYPE CURB RAMP (PER CBC 11B-406.2) <br />DRI <br />VEW <br />A <br />Y <br />1:48 M <br />AX S <br />L <br />O <br />P <br />E <br />48" MIN <br /> LAN <br />DING <br />24" MIN <br />24" MIN <br />CROSSWALK <br />48" M <br />I <br />N <br />8" <br />2" 4" 2" <br />2" <br />6" <br />4" <br />PRECAST CONC. WHEEL <br />STOP, 6'-0" LONG <br />GALV. STEEL DOWELS <br />5/8" DIA. X 24" L. AT <br />4'-0" O.C. <br />DRIVE PER CIVIL DWG'S <br />3" <br />2' <br />- <br />0 <br />" <br />PE <br />R <br />CI <br />V <br />I <br />L <br />3' <br />- <br />0 <br />" <br />3/ <br />4 <br />" <br />ROUND CONCRETE CAP <br />CONCRETE PAVING <br />PER PLANS <br />24" DIA CONCRETE <br />FOOTING <br />4" DIA. GALV. STEEL PIPE <br />FILLED WITH CONCRETE <br />NON-SHRINK GROUT <br />6" STEEL PIPE EMBEDED <br />IN THE FOOTING <br />2 - #4 X 12 REBAR <br />WELD TO PIPE <br />AND PAINT FINISH <br />x x xx <br />DOME SECTION <br />2.3" - 2.4" <br />2. <br />3 <br />" <br /> <br />T <br />O <br /> <br />2 <br />. <br />4 <br />" <br />DOME SPACING <br />TRUNCATED DOMES: <br />- DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE 33538 OF <br />SAE AMS-STD-595A. EXCEPTIONS MUST COMPLY WITH CBC 2019 11B-705.1.1.3 <br />- DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MINIMUM VISUAL <br />CONTRAST WITH ADJACENT WALKING SURFACES.CONTRAST IN PERCENT SHALL BE <br />DETERMINED BY: <br />CONTRAST PERCENT = [(B1-B2)/B1] × 100 WHERE <br />B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND <br />B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA. <br />EXCEPTIONS MUST COMPLY WITH CBC 2019 11B-705.1.1.3.2 <br />0. <br />6 <br />5 <br />" <br /> <br />M <br />I <br />N <br />0. <br />2 <br />" <br />. <br />0.45"-0.47" <br />0.9"-0.92" <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />As indicated <br />9/ <br />2 <br />3 <br />/ <br />2 <br />0 <br />2 <br />4 <br />1 <br />1 <br />: <br />4 <br />1 <br />: <br />3 <br />8 <br /> <br />A <br />M <br />BI <br />M <br /> <br />3 <br />6 <br />0 <br />:/ <br />/ <br />0 <br />0 <br />7 <br />. <br />3 <br />7 <br />5 <br />7 <br />. <br />0 <br />0 <br />0 <br /> <br />- <br /> <br />C <br />ar <br />i <br />b <br />o <br />u <br /> <br />I <br />n <br />d <br />u <br />s <br />t <br />r <br />i <br />e <br />s <br /> - <br /> <br />3 <br />r <br />d <br /> <br />& <br /> <br />B <br />r <br />o <br />a <br />d <br />w <br />a <br />y <br />/3 <br />R <br />D <br />- <br />B <br />_ <br />A <br />R <br />C <br />H <br />_ <br />W <br />ES <br />T <br />_ <br />R <br />2 <br />0 <br />. <br />r <br />v <br />t <br />R1.G0.051 <br />SITE DETAILS <br />07.3757.400 <br />3rd & Broadway Residential <br />Tower Core & Shell <br />301 N. Broadway, Santa Ana, CA <br />As Indicated <br />SCALE:3" = 1'-0" <br />ACCESSIBLE STALL SIGNAGE02 <br />SCALE:1/4" = 1'-0" <br />TYPICAL CURB CUT RAMPS03 <br />SCALE:3" = 1'-0" <br />SITE WHEEL STOP101SCALE:3/4" = 1'-0" <br />SITE TYPICAL BOLLARD104 <br />SCALE:6" = 1'-0" <br />SITE TRUNCATED DOMES105 <br />09/21/2021 Issue for Plan Check <br />A 12/10/2021 Reissue for Plan Check <br />B 01/18/2022 Reissue for Plan Check <br />H 06/17/2024 Revision to Permit <br />1/7/25