Laserfiche WebLink
i <br /> J <br /> R/W LINE <br /> CULVERT, SEE DETAIL <br /> DRIVEWAY SECTION PER DRIVEWAY SECTION PER <br /> KCC 12.04 ARTICLE Al oo DRIVEWAY SCHEDULE <br /> 6" JIN_ <br /> DRIVEWAY :s: 3 Mqk 596 <br /> 2% <br /> ' I CULVERT <br /> DRIVEWAY WIDTH PER 4:1 BEVELED ENDS z DITCH PROFILE <br /> KCC 12.04 ARTICLE VII 2' MIN OF 2"-4" <br /> DRIVEWAY RADIUS ROCKS/COBBLES CULVERT, MATCH DITCH LINE <br /> WHERE APPLICABLE <br /> z � <br /> o <br /> U N <br /> w <br /> TYPICAL DRIVEWAY PLAN CULVERT PROFILE DRIVEWAY PROFILE <br /> NTS NTS NTS <br /> DRIVEWAY APPROACH NOTES CULVERT NOTES GENERAL NOTES <br /> 1• DRIVEWAY APPROACHES SHALL NOT BE SPACED CLOSER THAN 70' 1• THE CULVERT SHALL HAVE A MINIMUM DIAMETER OF 18" OR 1. DRIVEWAYS SHALL BE DESIGNED AND CONSTRUCTED PER KCC <br /> FROM CENTERLINE TO CENTERLINE WITHOUT COUNTY ENGINEER PER AN APPROVED HYDRAULIC DESIGN ANALYSIS. LARGER OR CHAPTER 4, ARTICLE MI. <br /> APPROVAL SMALLER CULVERTS MAY BE REQUIRED OR ALLOWED AT THE <br /> DISCRETION OF THE COUNTY ENGINEER. <br /> 2. DRIVEWAY APPROACHES SHALL BE CONSTRUCTED AT A MAXIMUM <br /> DISTANCE PRACTICAL, BUT IN NO EVENT, LESS THAN 125' FROM A 2. MINIMUM COVER OVER TOP OF CULVERT TO FINISHED GROUND <br /> COLLECTOR OR LOCAL ACCESS ROAD INTERSECTION WITHOUT SURFACE SHALL BE 18" OR AS RECOMMENDED BY THE LEGEND <br /> COUNTY ENGINEER'S APPROVAL MANUFACTURER. <br /> 3. APPROACH SHALL BE AT 90 DEGREES TO ROAD CENTERLINE, BUT 3. CULVERT MATERIAL SHALL BE CORRUGATED METAL OR FLOW ARROW - SLOPE AWAY FROM <br /> NOT LESS THAN 75 DEGREES OR MORE THAN 105 DEGREES TO THE ADS N-12 IF APPROVED BY THE COUNTY ENGINEER. ROADWAY FOR STORM-WATER RUNOFF <br /> ROAD WITHOUT APPROVAL FROM THE COUNTY ENGINEER. <br /> 4. ALL JOINTS SHALL BE GASKETED. <br /> 4. ALL DRIVEWAY RUNOFF SHALL BE DIRECTED TOWARDS THE OPEN <br /> DITCH. <br /> 5. SEE DRIVEWAY SIGHT DISTANCE TABLE AND DETAIL <br /> ILENAME: TYP DET_ROAD_DRIVEWAYS FEDERAL AID DEPARTMENT OF PUBLIC WORKS <br /> PROJECT NO. �S�oS-= �F STANDARD PLANS PLAN REF NO <br /> ATE: 06 30 2023 �o��F, �-°e Typical Roadway Details N/A <br /> DESIGNED BY: N/A : Know what's below. <br /> ENTERED BY: C.R.P.NO. Cull before you dig. <br /> i<IttltaS County, Washington <br /> 41T'IT'1'AS COLINT" OF <br /> COUNTYENGINEER:j. FredrickSO <br /> N/A 411 N. RUBY ST., ELLENSBURG WA 98926 Driveway Access i 8 <br /> P.W.DIRECTOR: M. Cook REVISION DATE BY FATE (509)962-7523 w"ma.kltNta..wa.u. DATE <br />