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ROAD <br /> R/W R/W <br /> I I <br /> I 30.00' 30.00' I <br /> I VARIABLE CLEAR ZONE 2.00' 12.00' 12.00' 2.00' <br /> I (SEE WSDOT STDS) MIN TRAVELED LANE TRAVELED LANE MIN I <br /> I I I <br /> I = I <br /> I � <br /> 2.09K 2.O <br /> I 14411 <br /> 3p <br /> A <br /> 3" MIN COMPACTED DEPTH HOT MIX <br /> ASPHALT. SEE GENERAL NOTE 1. <br /> 3" COMPACTED DEPTH <br /> CRUSHED SURFACING TOP COURSE (OR BASE COURSE) <br /> 6" COMPACTED DEPTH <br /> CRUSHED SURFACING BASE COURSE <br /> GENERAL NOTES DESIGN REQUIREMENTS <br /> 1. IF TRUCK TRAFFIC IS PROJECTED TO EXCEED 30X THE MINIMUM HOT MINIMUM DESIGN SPEED (MPH) 35 <br /> MIX ASPHALT DEPTH SHALL BE 6". MAXIMUM ROAD GRADE 12 <br /> 2. ADEQUATE STORMWATER DRAINAGE IMPROVEMENTS SHALL BE PROVIDED. MINIMUM ROAD GRADE 0.5 <br /> MINIMUM ROAD WIDTH (FEET) 28 <br /> MINIMUM EASEMENT WIDTH (FEET) 60 <br /> ROADWAY GEOMETRICS PER AASHTO AND WSDOT STDS <br /> ILENAME: TYP SEC—ROADWAYS FEDERAL AID DEPARTMENT OF PUBLIC WORKS <br /> ATE os 30 2023 PROJECTNO � �F�s�°�s ����� STANDARD PLANS PLAN <br /> Typical Roadway Section <br /> DESIGNED BY: N/AQA <br /> Know what's below. <br /> ENTERED BY: C.R.P.NO. Call before you dig. <br /> COUNTYENGINEER:j. FredrickSO i<IttltaS County, Washington <br /> 4�1T'IT'1'AS COLINT" OF <br /> N/A 411 N. RUBY ST., ELLENSBURG WA 98926 County Rural Local ACC@SS 1 8 <br /> P.W.DIRECTOR: M. Cook REVISION DATE BY 0A� (509)962-7523 w"ma.kltNta..wa.u. DATE <br />