Laserfiche WebLink
1. Traffic Pattern and Layout (see sketch) <br />A. On-site <br />B. <br />1.Traffic flow should be designated as one-way throughout the site. Tms <br />may result in the need for a mid-site crossover to aCwOnUxiO atw auto or <br />traffic. <br />sit r <br />is to increass exiting sight distance for car-trailer traffic leaving the site. <br />J.Consider a barrier (or striping) across die mouth of the ramp backup <br />waiting area to eliminate short circuiting. <br />4.We’ve received mixed reviews regarding striping the three ramp lanes and <br />and^genemUy a shon overview of how you e.xpec: this ramp to funcaon. <br />Given a positive e.xperience with back-in car-trailer parking partially on <br />for trailers; also consider widening these parking spaces (but may stiU end <br />up with additional total spaces!). This should also reduce hardco\er... <br />6.We fe-I that the lane between the middle and southerly par^g blocks <br />should be widened if possible, especiahy to help accommodate back-in car- <br />trailer parking. The proposal shows oppro.ximately 25’; could it be <br />widened up to ^0? <br />nrr site - We have real concc.-ns about how this project may affect traffic flow <br />^^^e area ai^ would expect DNR to work with Hennepm County Md City <br />“ffk'als to deveioo a suitable plan to address them. Our concerns mclude: <br />1.We agree fully with the stacking tight turn lane for westbound County <br />Road 51. <br />■7 <br />Maxwell Bay Access. <br />1 <br />\ <br />'K