CASTinTACT® Concrete Tactile Warning Panels

-14- MASCO CASTinTACT ® | 24” BLENDED TRANSITION FRESH SET INSTALLATION GENERAL NOTES 1. PLACE TRUNCATED DOME DETECTABLE WARNING PANELS AT THE BASE OF CURB RAMP. INSTALL ACROSS FULL WIDTH OF RAMP A MINIMUM 610 mm (24") IN DEPTH AND SET BACK 200mm (8") FROM BOTTOM OF CURB. 2. SIDEWALK CURB RAMP SLOPES SHOWN ARE RELATIVE TO THE TRUE LEVEL HORIZON (ZERO BUBBLE). 3. SIDE FLARES THAT ARE NOT PART OF THE PATH OF TRAVEL MAY BE ANY SLOPE. 4. EXPANSION JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAKS. 5. SIDEWALK FLARE IS NOT NECESSARY WHERE THE RAMP IS PROTECTED FROM PEDESTRIAN CROSS-TRAVEL. 6. THICKEN CONCRETE UNDER DETECTABLE WARNING PANEL. 7. IN EXTREME CLIMATES LEAVE 3/16” GAP BETWEEN SQUARE CUT PANEL JOINTS AND SEAL WITH A COMPATIBLE ELASTOMERIC SEALANT. MONOLITHIC CURB & SIDEWALK SECTION A-A SECTION A-A TYP. 5% MAX. Ø LIP GUTTER Ø LIP GUTTER 225 (9") 300 (12") THICKEN SLAB UNDER THICKEN SLAB UNDER TACTILE PANEL TACTILE PANEL E.J. E.J. E.J. 2985 (117.5") 2985 (117.5") 1/2” E.J. 2% SLOPE 5% SLOPE MAX SLOPE 1/2” E.J. 1/2” E.J. SLOPE FLARE SLOPES 10% FOR LANDINGS 1220mm (48") OR WIDER A 610 (24") 200 (8") A E.J. = EXPANSION JOINT P.J. = PANEL JOINT P.J. P.J. REGISTERED PROFESSIONAL ENGINEER NOT BE USED WITHOUT CONSULTING A RESPONSIBILITY OF THE USER AND SHOULD PRINCIPLES AND PRACTICES, IS THE SOLE GENERALLY ACCEPTABLE ENGINEERING WHILE DESIGNED IN ACCORDANCE WITH THE SELECTION AND USE OF THIS DRAWING MASCO CASTinTACT ® DETECTABLE WARNING 24" BLENDED TRANSITION - FRESH SET INSTALLATION FRESH SET INSTALLATION 1. PLACE TRUNCATED DOME DETECTABLE WARNING PANELS AT THE BASE OF CURB RAMP. INSTALL ACROSS FULL WIDTH OF RAMP A MINIMUM 610 mm (24") IN DEPTH AND SET BACK 200mm (8") FROM BOTTOM OF CURB. 2. SIDEW LK CURB RAMP SLOPES SHOWN ARE RELATIVE TO THE TRUE LEVEL HORIZON (ZERO BUBBLE). 3. SIDE FLARES THAT ARE NOT PART OF THE PATH OF TRAVEL MAY BE ANY SLOPE. 4. EXPANSION JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAKS. 5. SIDEWALK FLARE IS NOT NECESSARY WHERE THE RAMP IS PROTECTED FROM PEDESTRIAN CROSS-TRAVEL. 6. THICKEN CONCRETE UNDER DETECTABLE WARNING PANEL. 7. IN EXTREME CLIMATES LEAVE 3/16” GAP BETWEEN SQUARE CUT PANEL JOINTS AND SEAL WITH A COMPATIBLE ELASTOMERIC SEALANT. MONOLITHIC CURB & SIDEWALK SECTION A-A SECTION A-A TYP. 5% MAX. Ø LIP GUTTER Ø LIP GUTTER 225 (9") 300 (12") THICKEN SLAB UNDER THICKEN SLAB UNDER TACTILE PANEL TACTILE PANEL E.J. E.J. E.J. 2985 (117.5") 2985 (117.5") 1/2” E.J. 2% SLOPE 5% SLOPE MAX SLOPE 1/2” E.J. 1/2” E.J. SLOPE FLARE SLOPES 10% FOR LANDINGS 1220mm (48") OR WIDER A 610 (24") 200 (8") A E.J. = EXPANSION JOINT P.J. = PANEL JOINT P.J. P.J. REGISTERED PROFESSIONAL ENGINEER NOT BE USED WITHOUT CONSULTING A RESPONSIBILITY OF THE USER AND SHOULD PRINCIPLES AND PRACTICES, IS THE SOLE GENERALLY ACCEPTABLE ENGINEERING WHILE DESIGNED IN ACCORDANCE WITH THE SELECTION AND USE OF THIS DRAWING THE SELECTION AND USE OF THIS DRAWING WHILE DESIGNED IN ACCORDANCE WITH GENERALLY ACCEPTABLE ENGINEERING PRINCIPLES AND PRACTICES, IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. Download more ramp drawings online at www.CASTinTACT.com GENERAL NOTES 1. PLACE TRUNCATED DOME DETECTABLE WARNING PANELS AT THE BASE OF CURB RAMP. INSTALL ACROSS FULL WIDTH OF RAMP A MINIMUM 610 mm (24") IN DEPTH AND SET BACK 200mm (8") FROM B TTOM OF CURB. 2. SIDEWALK CURB RAMP SLOPES SHOWN ARE RELATIVE TO THE TRUE LEVEL HORIZON (ZERO BUBBLE). 3. SIDE FLARES THAT ARE NOT PART OF THE PATH OF TRAVEL MAY BE ANY SLOPE. 4. EXPANSION JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAKS. 5. SIDEWALK FLARE IS NOT NECESSARY WHERE THE RAMP IS PROTECTED FROM PEDESTRIAN CROSS-TRAVEL. 6. THICKEN CONCRETE UNDER DETECTABLE WARNING PANEL. 7. IN EXTREME CLIMA ES LEAVE 3/16” GAP BETWEEN SQUARE CUT PANEL JOINTS AND SEAL WITH A COMPATIBLE ELASTOMERIC SEALANT.