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WIDTH VARIES6'10'6'22'SPEED TABLEFACECURB TYPICAL TRANSITION TO GUTTER DETAILSECTION B-B CURB DETAIL2' MAX1.5' MIN12"TAPERNOTES :1. EXACT LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER.2. TAPER GRIND AS SHOWN OR PAVE OVER PAPER FOR REMOVAL AND FULL STRUCTURECONSTRUCTION.3. ALL ORGANIC MATERIALS IN CRACKS OR JOINTS SHALL BE REMOVED PRIOR TO PAVING.4. APPLY AN ASPHALT TACK COAT TO COMPLETELY COVER EXISTING SURFACES, BASE PAVINGAND VERTICAL SURFACES, IMMEDIATELY PRIOR TO PAVING.5. 1/2" DENSE ACP AND TACK COAT SHALL BE PLACED WHEN THE AVERAGE SURFACETEMPERATURE IS NOT LESS THAN 40 DEGREES FAHRENHEIT.ALL VERTICAL DIMENSIONS SHALL BE CONSIDERED TO +/- 0.25 INCH.SPEED TABLE STRIPING LAYOUTBBA ACURB CENTERLINECURB 28'-32'TYPICAL22'GUTTERGUTTERSPEED TABLE - SECTION A-A2"5' KEYWAY TAPER2"5' KEYWAY TAPERTAPERED ROTOMILL, 2" TO 0" BOTH SIDESLEVEL 2, 3/8" OR 1/2" DENSE GRADED ACPEXST GRADEFOG SEAL AND SAND6'10'6'3" TYP.1"-0"5' KEYWAY TAPER1'0.00'0.01'0.05'0.10'0.15'0.20'0.24'0.25'1'1'1'1'1'1'1'0"-1"5' KEYWAY TAPEREXISTING 2" LEVEL 2, 1/2" DENSE TOP LIFT(MATCH)EXISTING 2" LEVEL 2, 1/2" DENSE TOP LIFT(MATCH)LEVEL 2, 3/8" OR 1/2" DENSE ACPREVISIONSDATEDESCRIPTION01/15 RENUMBERED FROM CTM509SEAL JOINT/6'SPEED MARKING6'PREFORMEDWHITE TYPE B-HS1'1'SHMCENTER OFTRAVEL LANESHMSHMDocuSign Envelope ID: 797C32F6-C1CE-44EB-BF17-813A5939396C