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</o:shapelayout></xml><![endif]--></head><body lang=EN-US link=blue vlink=purple style='tab-interval:.5in'><div class=WordSection1><p class=MsoNormal><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>All<o:p></o:p></span></font></p><p class=MsoNormal><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>Attached is a page from the final Rt7 Corridor Study report of Nov 8, 2021. It shows 2 items planned for Cardinal Glen Circle intersection:<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:38.0pt;text-indent:-.25in;mso-list:l0 level1 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'>1)<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>There seems to be a street off CGC eastward ending into the backyard of what appears “46732 Hollow Mountain Pl”. Can anyone explain this? Should this be taken up in the meeting of Dec 6<sup>th</sup>?<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:38.0pt;text-indent:-.25in;mso-list:l0 level1 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'>2)<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>It shows an overpass for RT7 Eastbound only; <span style='mso-spacerun:yes'> </span>My questions:<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:74.0pt;text-indent:-.25in;mso-list:l0 level2 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'>a.<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>Why not construct an overpass Westbound, especially when a signal is planned for Sterling Blvd; then CGC will have signalized lane with straight through to Sterling Blvd and left turn to Rt7 Eastbound.<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:74.0pt;text-indent:-.25in;mso-list:l0 level2 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'>b.<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>Is CG too small of a community to warrant a dedicated overpass? According to this report, all residential and commercial intersections east of CGC up to Dranesville Rd are full access (even Cedar Dr has Eastbound access to RT7 via Augusta or Community Plaza Dr). <span style='mso-spacerun:yes'> </span>If there were access from CGC to Augusta Dr, that would provide CG residents Eastbound access to Rt7 rather than having to cross 4 lanes for a U-Turn at Potomac View Rd (although I can’t conceive where that access would be.)<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:74.0pt;text-indent:-.25in;mso-list:l0 level2 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'>c.<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>Safety being paramount, if one were to make a U-turn at Potomac View Rd, my crude calculations are as follows:<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:110.0pt;text-indent:-110.0pt;mso-text-indent-alt:-9.0pt;mso-list:l0 level3 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'><font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font>i.<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>point to point (CGC to PV is 4/10<sup>th</sup> of a mile or around 2000 feet)<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:110.0pt;text-indent:-110.0pt;mso-text-indent-alt:-9.0pt;mso-list:l0 level3 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'><font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font>ii.<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>I assume CGC acceleration lane (RIGHT ln) would be around 500 ft, and the U-Turn deceleration lane at Potomac View (LEFT ln) would also be at least 500 ft.<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:110.0pt;text-indent:-110.0pt;mso-text-indent-alt:-9.0pt;mso-list:l0 level3 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'><font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font>iii.<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>That leaves less than 1000 ft to merge across 4 lanes of traffic already speeding at minimum 55 MPH (that’s 80 ft/sec)<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:110.0pt;text-indent:-110.0pt;mso-text-indent-alt:-9.0pt;mso-list:l0 level3 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'><font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font>iv.<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>Crossing the 4 lanes would have to be navigated within 13 seconds or less (VDOT assumes 2.5-3 seconds reaction time)<o:p></o:p></span></font></p><p class=MsoListParagraph style='margin-left:110.0pt;text-indent:-110.0pt;mso-text-indent-alt:-9.0pt;mso-list:l0 level3 lfo1'><![if !supportLists]><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";color:#1F497D'><span style='mso-list:Ignore'><font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font>v.<font size=1 face="Times New Roman"><span style='font:7.0pt "Times New Roman"'> </span></font></span></span></font><![endif]><span dir=LTR></span><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>QUESTION: Does the study believe this merge can be safely navigated? Has it been considered in the modeling? <br style='mso-special-character:line-break'><![if !supportLineBreakNewLine]><br style='mso-special-character:line-break'><![endif]><o:p></o:p></span></font></p><p class=MsoNormal><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'><o:p> </o:p></span></font></p><p class=MsoNormal><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'>BTW – here’s the link to the full report I mentioned<o:p></o:p></span></font></p><p class=MsoNormal><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'> <a href="https://lfportal.loudoun.gov/LFPortalInternet/0/edoc/558115/11-08-2021%20Route%207%20Corridor%20Study%20Report%20-%20Final%20Report.pdf">Route 7 Corridor Study Final Report (PDF)</a><span style='mso-spacerun:yes'> </span><o:p></o:p></span></font></p><p class=MsoNormal><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'><o:p> </o:p></span></font></p><p class=MsoNormal><b style='mso-bidi-font-weight:normal'><font size=2 color="#4f81bd" face="Lucida Handwriting"><span style='font-size:11.0pt;font-family:"Lucida Handwriting";mso-fareast-font-family:"Times New Roman";mso-bidi-font-family:Arial;color:#4F81BD;font-weight:bold;mso-bidi-font-weight:normal;mso-no-proof:yes'>Elias Khalil<o:p></o:p></span></font></b></p><p class=MsoNormal><b style='mso-bidi-font-weight:normal'><font size=2 color="#4f81bd" face="Lucida Handwriting"><span style='font-size:11.0pt;font-family:"Lucida Handwriting";mso-fareast-font-family:"Times New Roman";mso-bidi-font-family:Arial;color:#4F81BD;font-weight:bold;mso-bidi-font-weight:normal;mso-no-proof:yes'>(703) 862-6888 CELL<o:p></o:p></span></font></b></p><p class=MsoNormal><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'><o:p> </o:p></span></font></p><p class=MsoNormal><font size=5 color="#1f497d" face=Calibri><span style='font-size:16.0pt;font-family:"Calibri","sans-serif";mso-bidi-font-family:Arial;color:#1F497D'><o:p> </o:p></span></font></p></div></body></html>