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95th Percentile Queues (vehicles) <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />Unrea nable 95th Percentile Queue5 - 10 Vehicle <br />MD MD MD <br />ttl <br />• I • • • • • • ill MEM • • • <br />1 <br />q-% we c% \e ' � <br />e1 <br />` <br />`` \'a,`e\a•Z�\aa-' ,i3O 2),` - `'P•\PP <br />�acsefa�J6��okAr�c•eayey 4"b e� <br />�oc\Q`e \cs" ;b. c\�e\ 'aee�Fcp \tz, e16 e ¢c2 �es�tee• � <br />pci.p`teQa\aPt'�¢,yaa <br />�'�Qa �rcc\ � <br />Je\e �o ���ee\\ac <br />• pZo�A,,Aapa. k ae�o,CI,•Q`0a <br />OapOOO\`a 000 a\. <br />o &o a.p aa Ac ,OaapOOa <br />�O� <br />Existing ■ 2025 No -Build ■ 2025 Preferred Land -Use Build <br />Chart 7 — P.M. Peak Hour Queues: Side Street Stop Sign Controlled <br />Intersections <br />All side street stop -controlled intersections are projected to operating acceptable <br />through all 2025 scenarios except for Dayton River Road/Pineview Lane. This <br />intersection begins to break down in the p.m. peak hour due to the increased <br />volumes along Dayton River Road. The northbound left turn movement is not able <br />to complete a safe maneuver onto Dayton River Road due to these volumes and <br />begins to show higher than preferred queuing in the 2025 No -Build scenario with a <br />nine -car queue. The addition of the North Dayton development increases this queue <br />to above ten vehicles under either land -use development scenario. <br />c. 2025 Vehicular Mitigation Analysis <br />Per the above analyses, most of the study intersections and corridors will operate <br />acceptably throughout the study scenarios. However, the following intersections and <br />corridors are identified as having sub -standard operation as discussed earlier: <br />i. TH 169 <br />ii. CSAH 81 <br />iii. Dayton River Road/TH 169 <br />iv. N Diamond Lake Road/Brockton Lane <br />v. Dayton River Road/Pineview Lane <br />Alternatives were explored to provide appropriate mitigation at these locations, <br />improving the vehicle operations. The highest vehicle demand scenario, the 2025 <br />developer preferred scenario, was analyzed with the mitigation to determine the <br />effectiveness. Generally, the least expensive alternative providing acceptable <br />operations is recommended (i.e. stop signs over a traffic signal if stop signs will be <br />Traffic Impact Study 15 <br />North Dayton Development <br />CONSULTING <br />