HomeMy WebLinkAbout18-Fowler Lane Cross Section80.0' PUBLIC STREET EASEMENT38.0' TBC TO TBC18.5' DRIVE LANE18.5' DRIVE LANE20.0' BOULEVARD10.5' DITCHINTEGRAL CURB & GUTTER4" ASPHALT SECTION (2 LIFTS)6" THICK SECTION 1.5" MINUSCRUSHED GRAVEL BASE COURSE12" THICK SECTION 4" MINUSPIT RUN GRAVEL SUB-BASE COURSE4:1
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FILL SLOPE4:1 MAX CUT SLOPEEX. 30.0' EASEMENTPRO. 50.0' EASEMENT0.5'0.5'10.0' ASPHALT PATH1.0'1.5:1 SLOPE
FUTURE 8.0'BOULEVARDFUTURE CURB & GUTTER2.0%2.0%2.0%1.5%0.5'AVG. 3' DEPTHFROM CURBSLOPE OF WESTDITCH BANK VARIESTO TIE INTO EX. BANKAPPROXIMATE REPRESENTATIONOF EX. GRADE. GRADE VARIESALONG ROAD SECTIONEX. ROADSIDE DITCH TO BE FILLED ACROSS PROPERTY FRONTAGEEX. DITCH LATERAL TO BE FILLEDACROSS PROPERTY FRONTAGE16" WATER MAIN (DEPTH VARIES)15" SEWER MAIN (DEPTH VARIES)18" STORM TRUNK MAINFUTURE 12.0'DRIVE LANEFUTURE 13.0'TURN LANEFUTURE 12.0'DRIVE LANEFUTURE 12.0'DRIVE LANEFUTURE LANE EXPANSION110'020'1" = 10'SCALEFOWLER LANE CROSS SECTIONROCKY MOUNTAIN FLATSDATE: August 27, 2025NPROJECT NO: 749-01NOTE:1.DITCH SIDE SLOPE BEHIND CURB IS STEEPER THAN STANDARD ALLOWABLE SLOPES, BUT IS NECESSARY TO ALLOWEXISTING DITCH TO REMAIN IN ITS ORIGINAL LOCATION WITHIN THE RIGHT-OF-WAY. SLOPE SHOWN MATCHESCONSTRUCTED DITCH SLOPE ADJACENT TO RECENTLY WIDENED PORTION OF FOWLER LANE TO NORTH OF PROJECT SITE.