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ROAD <br /> R/W R/W <br /> I I <br /> I 30.00' MIN 30.00' MIN I <br /> I <br /> I VARIABLE CLEAR ZONE 4.00' 12.00' 12.00' 4.00' I <br /> (SEE WSDOT STDS) MIN TRAVELED LANE TRAVELED LANE MIN <br /> I I I <br /> I = I <br /> I � <br /> 2.0% <br /> COMPACTED SUBGRADE 3" MIN COMPACTED DEPTH HOT MIX <br /> ASPHALT. SEE GENERAL NOTE 1. <br /> 4" MIN COMPACTED DEPTH <br /> CRUSHED SURFACING TOP COURSE (OR BASE COURSE) <br /> 8" MIN COMPACTED DEPTH <br /> CRUSHED SURFACING BASE COURSE <br /> GENERAL NOTES DESIGN REQUIREMENTS <br /> 1. IF TRUCK TRAFFIC IS PROJECTED TO EXCEED 307., THE MINIMUM HOT MINIMUM DESIGN SPEED (MPH) 55 <br /> MIX ASPHALT DEPTH SHALL BE 6". MAXIMUM ROAD GRADE 10 <br /> 2. ADEQUATE STORMWATER DRAINAGE IMPROVEMENTS SHALL BE PROVIDED. MINIMUM ROAD GRADE 0.5 <br /> MINIMUM ROAD WIDTH (FEET) 32 <br /> MINIMUM RIGHT—OF—WAY WIDTH (FEET) 60 <br /> ROADWAY GEOMETRICS PER AASHTO AND WSDOT STDS <br /> FILE NAME: TYP SEC—ROADWAYS FEDERAL AID DEPARTMENT OF PUBLIC WORKS <br /> PROJECT NO. DES. �T STANDARD PLANS PLAN REF NO <br /> DATE: 06 30 2023 NF. ° Typical Roadway Section <br /> DESIGNED BY: N/A QA <br /> Know what's below. <br /> ENTERED BY: C.R.P.NO. Call before you dig. <br /> COUNTY ENGINEER:J, Fredrickson Krrrrras M1-rY Kittitas County, Washington <br /> OF <br /> N/A 411 N. RUBY ST.. ELLENSBURG WA 98926 Count Rural Arterial <br /> P.W.DIRECTOR: M. Cook REVISION DATE BY DATE (509)962-7523 www.co.kittita9.wa.w DATE y <br />