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SECTION IV DESIGN STANDARDS SUMMARY# <br /> Sharrow applicable Shadow applicable Bicycle lanes applied shanow aporicab/e sharrow applicable bicycle lanes applied shadow not recommended bicycle lanes applied <br /> (Existing) Multi-Modal <br /> /l <br /> sidepath applicable sidepath applicable bicycle lanes applied sidepath applicable sidepath appbcable bicycle lanes applied sidepath amicable bicycle lanes applied <br /> up to 12,000 VPD up to 12,000 VPD <br /> Design Service Volume up to 2,500 VPD up to 2,500 VPD up to 2,500 VPD up to 1,000 VPD up to 1.000 VPD up to 1,000 VPD 7,500 7,500 <br /> VPD optimal VPD optimal <br /> Desired Operating Speed 20 mph 20 mph 20 mph 20 mph 20 mph 20 mph 30 mph 30 mph <br /> Travel Lanes 2 2 2 2 2 2 3 total:2 travel lanes+center turn 3 total:2 travel lanes+center turn 5 tote <br /> lane lane <br /> Bicycle Facility Sharrows;refer to Bicycle& Sharrows,refer to Bicycle&Pedestrian 5'Bicycle Lane in each direction of Sharrows;refer to Bicycle& Sharrows;refer to Bicycle d 5'Bicycle Lane in each direction of 6'Bicycle Lane in each direction of <br /> Pe Sharrows; <br /> Master Plan for location Master Plan for location travel Pedestrian Master Plan for location Pedestnan Master Plan for location travel n00e travel <br /> On-Street Parking varies none none vanes oa-street allowed none none none <br /> varies 20-24'width,existing curb 8 vanes 20-24'width,existing curb 8 <br /> PavedVMdth(BOGBOC) 26' 37' 36' 50' <br /> gutter vanes gutter vanes <br /> Right of Way varies 45' 55' vanes 50' 60' 60' 70' <br /> Sidewalks vanes Min.4'each side Min.4'each side vanes Min.4'each side Min.4'each side Min.4'each side Min.4'each side <br /> Greenspace vanes Min.6'each side Min.6'each side vanes Min.6'each side Min.6'each side Min.6'each side Min.6'each side Min. <br /> Maximum Centerline Grade vanes 15% 15% vanes 15% 15% 12% 12% 9%( <br /> Min.Stopping g 100'or latest AASHTO Policy on 100'or latest AASHTO Policy on varies 100'or latest AASHTO Policy on 100'or latest AASHTO Policy on 300'or latest AASHTO Policy on 300'or latest AASHTO Policy on 600' <br /> Sight Distance vanes Geometric Design Manual Geometric Design Manual Geometric Design Manual Geometric Design Manual Geometric Design Manual Geometric Design Manual <br /> Min.Horizontal Radius at Centerline:Normal Crown vanes 150' 150' vanes 150' 150' 275' 275' <br /> Min.Horizontal Radius at Centerline:Super-Elevated vanes n/a We vanes n/a n/a 235' 235' <br /> Mit i.Horizontal Tangent Distance vanes n/a n/a vanes n/a We 100' 100' <br /> Between Reverse Curves <br /> Intersection Curb Radius varies 25' 25' vanes 25' 25' 30' 30' <br /> Storm Drainage Refer to Drainage Manual Refer to Drainage Manual Refer to Drainage Manual Refer to Drainage Manual Refer to Drainage Manual Refer to Drainage Manual Refer to Drainage Manual Refer to Drainage Manual Rr <br /> Bicycle lanes are standard and included in Local Urban Multi-Modal,Residential Multi-Modal,and Collector Multi-Modal designations <br /> "'Refer to Complete Street elevations for speck road treatments for St.Louis within the highlighted areas <br />