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<br />' Design Vehicles as provided in Table 405.4A of the 1990 Colorado Department of <br />Transportation Roadway Design Manual. The alignment will be perpendiculaz to CR 7 and will <br />be posted with a Stop sign. CR 7 is a 2 lane rural roadway with a measured width of generally 25' <br />t shoulder to shoulder with the exceptions of the culvert crossing located approximately 225' South <br />of the proposed access where CR 7 necks down slightly [0 24' and at Harmony Road where the <br />paved section of CR 7 increases in width to 36' for approximately '/a mile. <br />' The sight distance at CR 7 to the North is approximately % mile to Harmony Road. The <br />measured sight distance to the South is approximately 800'. This is also the distance to the North <br />' driveway of the Jehovah Witness church located East of CR 7. The only other accesses located <br />within this 800' segment of CR 7 aze to single family residences on the West side of CR 7 at <br />approximately 400' and 750' South of this proposed access point. The posted speed limit for CR <br />' 7 Road is 40 MPH. According to Table 203.2A of the previously referenced Roadway Design <br />Manual, the Desirable Stopping Sight Distance for this posted speed is 325'. The measured sight <br />' distances therefore exceed this distance significantly. The Roadway Design Manual was further <br />reviewed for possible operating speeds at 10 MPH above the posted speed limit and the <br />measured sight distances were found to exceed the distances provided at these speeds as well. <br />' Passing sight distances were not specifically reviewed as the current roadway vertical alignment <br />already restircts this based on the posted speed limit of 40 mph and the recommended distances <br />provided in the previously referenced Roadway Design Manual. <br />' CR 36 <br />' The access location on CR 36 is proposed to be located directly across from Fort Collins Ready <br />' The sight distance at CR 36 to the West is approximately 0.3 miles to CR 7. The sight distance <br />to the East is approximately 0.2 miles to the East side of I-25. The only other access than the one <br />directly across from the proposed access is located approximately which serves as a frontage <br />' road along I-25 to the South of CR 36. The posted speed limit for CR 7 Road is 40 MPH. Again, <br />according to Table 203.2A of the previously referenced Roadway Design Manual, the Desirable <br />Stopping Sight Distance for this posted speed is 325'. The measured sight distances therefore <br />' exceed this distance significantly. The Roadway Design Manual was further reviewed for <br />possible operating speeds at 10 MPH above the posted speed limit and the measured sight <br />distances were found to exceed the distances provided at these speeds as well. Again, passing <br />' sight distances were not specifically reviewed as the current roadway vertical alignment already <br />restircts this based on the posted speed limit of 40 mph and the recommended distances provided <br />t in the previously referenced Roadway Design Manual. <br />Mix to the South of the site which is approximately 0.3 miles East of CR 7. This access design <br />will be identical to the proposed access on CR 7. CR 36 is also a 2 lane rural roadway with a <br />' measured width of generally 27' shoulder to shoulder with the exceptions of the paved sections <br />starting at approximately 160' West of this access which is 25' wide including 1' shoulders and at <br />' approximately 800' East of this access at the I-25 overpass which is 24' wide including 1.5' <br />shoulders. <br />1 <br /> <br />