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REFLECTIVE WHITE <br />INTERIOR SIGNAGE SIZES VARY (3"-6") <br />NOTE: <br />INTERNATIONAL SYMBOL OF ACCESS TO BE PAINTED TRAFFIC WHITE ON BLUE <br />(COLOR NO. 15090 IN FEDERAL STANDARD 595C) BACKGROUND (11B-703.7.2.1) <br />BLUE COLOR NO. 15090 <br />IN FEDERAL STANDARD <br />595C <br />2'-8" AT PARKING2"2" <br />IN <br />T <br />E <br />R <br />I <br />O <br />R <br /> <br />S <br />I <br />G <br />N <br />A <br />G <br />E <br /> <br />S <br />I <br />Z <br />E <br />S <br /> <br />V <br />A <br />R <br />Y <br /> <br />( <br />3 <br />" <br />- <br />6 <br />" <br />) <br />2' <br />- <br />8 <br />" <br /> <br />A <br />T <br /> <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br />2" <br />2" <br />INTERNATIONAL SYMBOL OF ACCESSIBILITY <br />INTERNATIONAL ACCESSIBILITY SYMBOL TO BE PLACED AT ALL ACCESSIBLE <br />ENTRANCES PER CBC SEC. 11B-206.4/11B-216.6. SIGN SHALL COMPLY WITH CBC <br />SEC. 11B-703.7 <br />9" MIN. <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />2" Ø GALVANIZED PIPE SET IN CONCRETE <br />18" BELOW GRADE WHERE OCCURS. <br />"VAN" SIGN AS INDICATED ON SITE PLAN <br />ONLY <br />INTERNATIONAL SYMBOL OF ACCESS TO BE <br />PAINTED WHITE ON ROYAL BLUE <br />BACKGROUND MIN. 70 SQ. INCHES <br />1/2" RADIUS TYPICAL <br />REFLECTORIZED SIGN CONSTRUCTED OF <br />PORCELAIN STEEL WITH BEADED TEXT OR <br />EQUAL <br />TOW AWAY WARNING SIGNAGE <br />17" MIN. (24" RECOMMENDED) <br />22 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />( <br />2 <br />4 <br />" <br /> <br />R <br />E <br />C <br />O <br />M <br />M <br />E <br />N <br />D <br />E <br />D <br />) <br />REFLECTORIZED SIGN CONSTRUCTED OF <br />PORCELAIN STEEL WITH BEADED TEXT <br />OR EQUAL. (2) 3/8" DIAMETER BOLTS <br />THRU STEEL PIPE. SIGN TO DISPLAY ID <br />SYMBOL. <br />2" SQ. ANODIZED ALUMINUM PIPE. <br />COLOR AND FINISH TO MATCH PARKING <br />LOT LIGHTING FIXTURE POLES <br />PARKING <br /> ONLY <br />ACCESSIBLE PARKING SIGNAGE <br />60 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />M <br />I <br />N <br />. <br /> <br />M <br />E <br />A <br />S <br />U <br />R <br />E <br />D <br /> <br />T <br />O <br /> <br />B <br />O <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br /> <br />S <br />I <br />G <br />N <br />80 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />I <br />N <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />I <br />B <br />L <br />E <br /> <br />R <br />O <br />U <br />T <br />E <br />LETTERING ON SIGN MUST BE MINIMUM <br />OF 1" HIGH <br />APPROPRIATE INFORMATION MUST BE <br />INCLUDED ON SIGN (MINIMUM OF 1" IN <br />HEIGHT)(11B-502.8.2) <br />NOTE: <br />SIGN TO BE CENTERED AT THE <br />INTERIOR END OF PARKING SPACE. SIGN <br />SHALL BE LOCATED SO AS NOT TO BE <br />BLOCKED BY VEHICLE PARKED IN SPACE. <br />NOTE: <br />SIGN MUST BE POSTED AT EACH ENTRY <br />TO OFF-STREET PARKING FACILITIES <br />60 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />M <br />I <br />N <br />. <br /> <br />M <br />E <br />A <br />S <br />U <br />R <br />E <br />D <br /> <br />T <br />O <br /> <br />B <br />O <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br /> <br />S <br />I <br />G <br />N <br />80 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />I <br />N <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />I <br />B <br />L <br />E <br /> <br />R <br />O <br />U <br />T <br />E <br />ACCESSIBLE PARKING STALL STANDARDS <br />WHEEL STOP- SEE <br />2% MAX. SLOPE <br />6 <br />- <br />NO <br />PARKING <br />18 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />9'-0" <br />MIN. <br />9'-0" <br />MIN. <br />5'-0" MIN. <br />2% MAX. SLOPE <br />36" <br />O.C. <br />2% <br /> <br />M <br />A <br />X <br />. <br />SL <br />O <br />P <br />E <br />2% <br /> <br />M <br />A <br />X <br />. <br />SL <br />O <br />P <br />E <br />24 <br />" <br />THIS DETAIL IS FOR <br />REFERENCE ONLY. SEE <br />SITE PLAN ENLARGED <br />DETAIL FOR ACTUAL <br />ACCESSIBLE PARKING <br />LAYOUT AND DIMENSIONS. <br />ACCESSIBLE PARKING SIGNAGE <br />(11B-502.6), SEE <br />SYMBOL OF ACCESSIBILITY <br />(11B-703.7.2.1). SEE 9 <br />- <br />12 <br />- <br />8'-0" VAN <br />4" WIDE, BLUE STRIPES @ 36" O.C. <br />"NO PARKING" WHITE LETTERING, <br />12" IN HEIGHT AND LOCATED TO BE <br />VISIBLE FROM THE ADJACENT <br />VEHICULAR WAY (11B-502.3.3) <br />6" <br />2'-0" <br />6" <br />PRECAST CONCRETE WHEEL STOP <br />6" HIGH x 6" WIDE x 48" LONG PRECAST <br />CONCRETE WHEELSTOP <br />NOTE LINE OF BUILDING <br />OR WALL. SEE SITE PLAN. <br />2 - 3/4" Ø x 24" LONG G.I. <br />PIPE STAKES. <br />APPLY BOND BREAKER TO JOINT <br />PRIOR TO SECOND POUR <br />TO PREVENT BONDING TO CONCRETE <br />RECOMMEND SILICONE SEALANT AT <br />RADIUS EDGE AT JOINTS - <br />SLAB CENTERLINE, PERPENDICULAR <br />DOWELS SHALL BE INSTALLED AT <br />12" O.C. w/ SAW-CUT ENDS. <br />Ø3/4" X 16" LONG SMOOTH ROD @ <br />TO JOINT AND LEVEL. <br />WRAP OR COAT ONE END OF DOWEL <br />ALL JOINTS <br />EXTERIOR PAVING CONSRUCTION JOINTNEW TO EXISTING FLUSH TRANSITION TRUNCATED DOMES <br />FIGURE 11B-705.1 <br />SIZE AND SPACING OF TRUCATED DOMES <br />PLAN <br />ENLARGED ELEVATION <br />RECESS CONCRETE PER MANUFACTURER'S <br />RECOMMENDATIONS <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />0.65 MIN. <br />16.5 <br />2.3 - 2.4 <br />58 - 61 <br />2.3 - 2.4 <br />58 - 61 <br />0.2 <br />5.1 MM <br />BASE DIAMETER <br />0.9 - 0.92 <br />22.9 MM - 23.4 MM <br />TOP DIAMETER <br />0.45 - 0.47 <br />11.4 MM - 11.9 MM <br />11B - 705.1 DETECTABLE WARNINGS <br />11B - 705.1.1 GENERAL <br /> DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES <br /> AND SHALL COMPLY WITH SECTION 11B-705. <br />11B - 705.1.1.1 DOME SIZE <br /> TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE <br /> DIAMETER OF 0.9 INCH (22.9 MM) MINIMUM AND 0.92 INCH (23.4 MM) <br /> MAXIMUM, A TOP DIAMETER OF 0.45 INCH (11.4 MM) MINIMUM AND 0.47 INCH <br /> (11.9 MM) MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 MM). <br />11B - 705.1.1.2 DOME SPACING <br /> TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A <br /> CENTER - TO - CENTER SPACING OF 2.3 INCHES (58 MM) MINIMUM AND 2.4 <br /> INCHES (61 MM) MAXIMUM, AND A BASE - TO - BASE SPACING OF 0.65 INCH <br /> (16.5 MM) MINIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A <br /> SQUARE GRID. <br /> EXCEPTIONS: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES <br /> SHALL HAVE A CENTER - TO - CENTER SPACING OF 1.6 INCHES (41 MM) <br /> MINIMUM TO 2.4 INCHES (61 MM) MAXIMUM. <br />11B-705.1.1.3.1 DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE 33538 <br /> OF SAE AMS-STD-595A. <br />EXCEPTIONS: <br />1. REPLACEMENT OF LESS THAN 20 PERCENT OF EXISTING DETECTABLE <br />WARNINGS AT A SINGLE CONTINUOUS LOCATION SHALL BE PERMITTED TO BE <br />IN-KIND AT EXISTING CURB RAMPS, ISLAND OR CUT-THROUGH MEDIANS WITH <br />DETECTABLE WARNINGS IN COMPLIANCE WITH THE CODE REQUIREMENTS IN <br />EFFECT AT TEH TIME OF INSTALLATION. <br />2. EXISTING INSTALLED DETECTABLE WARNINGS AT CURB RAMPS, ISLANDS <br />OR CUT-THROUGH MEDIANS MAY COMPLY WITH SEC. 11B-705.1.1.2.3 IN LIEU <br />OF SECTION 11B-705.1.1.3.1. <br />11B-705.1.1.3.2 DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MIN. VISUAL CONTRAST <br /> CONTRAST IN PERCENT SHALL BE DETERMINED BY: <br />CONTRAST PERCENT = [(B1-B2)/B1] X 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: WHERE THE DETECTABLE WARNING SURFACE DOES NOT <br />PROVIDE 70 PERCENTAGE MIN. CONTRAST WITH ADJACENT WALKING <br />SURFACES, A 1 INCH WIDE MIN. VISUALLY CONTRASTING SURFACE SHALL <br />SEPARATE THE DETECTABLE WARNING FROM ADJACENT WALKING SURFACES. <br />THE VISUALLY CONTRASTING SURFACE SHALL CONTRAST WITH BOTH THE <br />DETECTABLE WARNING AND ADJACENT WALKING SURFACES, EITHER <br />LIGHT-ON-DARK OR DARK-ON-LIGHT. <br />48" <br /> <br />M <br />I <br />N <br />. <br />36" <br />PARALLEL CURB RAMP - TYP. <br />1:12 <br /> <br />M <br />A <br />X <br />. <br />2" M <br />A <br />X <br />. <br />GUTTER <br />11B-247.1.2.2 <br />DETECTABLE WARNING <br />ALIGN WITH FLUSH TRANSITION <br />BETWEEN THE STREET AND <br />SIDEWALK. <br />11B-705.1.2.2, EXCEPTION <br />1. WARNING CURBS SHALL BE PROVIDED WHERE THE CHANGE IN ELEVATION <br />EXCEED 4". WARNING CURBS ARE NOT REQUIRED ADJACENT TO STREETS OR <br />DRIVEWAYS. <br />11B-406.5.7 <br />2. THE CROSS SLOPE OF RAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2%) <br />STR <br />E <br />E <br />T <br /> <br />O <br />R <br /> <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br />11B-406.5.2 <br />11B-406.3.1 <br />CURB OR WARNING CURB <br />WHERE REQUIRED. <br />11B-303.5 <br />11B-406.3 <br />1:1 <br />2 <br /> <br />M <br />A <br />X <br />. <br />48" <br />M <br />I <br />N <br />. <br />w/ TOOLED EDGE AND <br />CONCRETE SLAB <br />THICKEN SLAB EDGE <br />1 - #5 CONT. <br />ADJACENT PAVING <br />SLIP RESISTANT FINISH <br />6" CURB DETAIL <br />C.I.P. CONCRETE CURB <br />TOOL EXPOSED EDGES <br />SEE CIVIL PLANS <br />CONC WALK OR FIN. GRADE <br />SEE SITE PLAN <br />ADJACENT PAVING <br />6" <br />6" <br />4" <br />EDGE OF CONCRETE PAVING <br />1/ <br />2 <br />" <br />12" <br />12 <br />" <br />6" <br />TO MATCH EXISTING (TYP.) <br />SLIP RESISTANT FINISH <br />1/2" TOOLED RADIUS EDGE <br />CONCRETE WALKING SURFACE, <br />SEE SITE PLAN FOR FINISH <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />4" <br />MI <br />N <br />LANDSCAPE WHERE OCCURS <br />NOTE: REFER TO GEOTECHNICAL REPORT PREPARED BY KLING CONSULTING GROUP 9.17.2024 FOR <br />CONCRETE PAVING SPECIFICATIONS. <br />EDGE OF WALKWAY <br />8" <br />8" MIN <br />AD-1 <br />SI <br />T <br />E <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />I <br />B <br />I <br />L <br />I <br />T <br />Y <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />SH <br />E <br />E <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />JO <br />B <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />HA <br />R <br />B <br />O <br />R <br /> <br />B <br />U <br />S <br />I <br />N <br />E <br />S <br />S <br /> <br />P <br />A <br />R <br />K <br />36 <br />0 <br />1 <br /> <br />W <br /> <br />M <br />A <br />C <br />A <br />R <br />T <br />H <br />U <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br />S <br /> <br />9 <br />0 <br />9 <br />- <br />9 <br />1 <br />1 <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 />4 <br />REVISIONS <br />24-236.15 <br />3 <br />1 <br />1 3 <br />3 <br />N: <br />\ <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />i <br />l <br />e <br />s <br />\ <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />9 <br />9 <br />- <br />0 <br />0 <br />- <br />0 <br />1 <br />- <br />0 <br />2 <br />\ <br />2 <br />3 <br />6 <br />. <br />0 <br />0 <br /> <br />H <br />a <br />r <br />b <br />o <br />r <br /> <br />B <br />u <br />s <br />i <br />n <br />e <br />s <br />s <br /> <br />C <br />e <br />n <br />t <br />e <br />r <br />\ <br />2 <br />3 <br />6 <br />. <br />1 <br />5 <br /> <br />3 <br />6 <br />0 <br />1 <br /> <br />M <br />a <br />c <br />A <br />r <br />t <br />h <br />u <br />r <br /> <br />S <br />t <br />e <br /> <br />9 <br />0 <br />9 <br />- <br />9 <br />1 <br />1 <br />\ <br />2 <br />3 <br />6 <br />. <br />1 <br />5 <br /> <br />C <br />D <br />s <br />- <br />A <br />r <br />c <br />h <br />\ <br />2 <br />3 <br />6 <br />. <br />1 <br />5 <br /> <br />4 <br />- <br />A <br />D <br />- <br />1 <br /> <br />- <br /> <br />D <br />e <br />l <br />t <br />a <br /> <br />3 <br />. <br />d <br />w <br />g <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br />- <br />0 <br />5 <br />- <br />2 <br />3 <br /> <br />1 <br />6 <br />: <br />1 <br />5 <br />: <br />5 <br />6 <br />, <br /> <br />A <br />l <br />l <br />i <br />s <br />o <br />n <br />P <br />a <br />g <br />e <br />202527 <br />3