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STA 204.00 STA 204.00 <br /> LEGEND, OFF 60.5' OFF 60.6' <br /> z _ 6' CUT <br /> 0 0' 50' 100, 200' 24' CUT <br /> w ____ LIMITS OF PREVIOUS <br /> Z <br /> ti EMBANKMENT PLACED STA 205-16 <br /> � OFF 61.3' <br /> p,DO Ll� <br /> NOTE <br /> LLI ••'•• �NS STATIONS AND OFFSETS ARE BASED OFF Q 05+oo <br /> Gp ANN THE N. LEMAY AVE. PROPOSED ALIGNMENT. STA 20.5' ram. <br /> OR PROPOSED SUNIGA DR. ALIGNMENT. OFF 60.5' <br /> 45841 cn STA 206.00 <br /> OFF 60.5' <br /> A-03/09/2021;�2 <br /> W <br /> 9o�Fss/0NA1 E�G\�� a <br /> 0 <br /> STA 207.07 c STA 206-72 <br /> OFF 68.4' a OFF 64.4' <br /> STA 207.90 <br /> OFF 74.6' <br /> EXISTING R.O.W. <br /> EXISTING R.O. . <br /> ' STA 75.76 <br /> STA 67.05 OFF 68.4' STA 209.12 <br /> o ' OFF 134.7' STA 209.69 STA 81-00 <br /> m STA 67-50 STA 69.50 STA 71.26 OFF 61.1' <br /> EXISTING R.O.W. STA 75.42 OFF 75.3' OFF 64.2' <br /> IT _ OFF 136.7' STA 68.55 OFF 124.9' STA 70.90 OFF 105.9' OFF 74.1' STA 76.79 STA 78.25 <br /> -- OFF 82.9' <br /> STA 71 49 OFF 93.2' <br /> OFF 116.3' CD OFF 81.6' STA 73.60 OFF 119.0' STA 77 55 STA 78.40 <br /> STA 70.10 OFF 91.8' CD OFF 105.5' + <br /> a. �' -- OFF 118.8' STA 71• + STA 76+73 OFF 78.1' <br /> m +! - -- OFF 127.9' OFF 79.4' __ STA 79.00 � <br /> Ill- OFF 65.5' STA 79.74 <br /> 0 co1`� �// -- ----- -__ STA 76 47 1 OFF 64.8' <br /> __ / l <br /> m Q - OFF 67.0' i <br /> N is _-------------------/ X., <br /> W <br /> a LL EXISTING Q <br /> 2 Y <br /> w N. LEMAY AVE. R.O.W.uj <br /> a <br /> N T <br /> Q •L + <br /> m STA 77-55 7- <br /> 0 c, <br /> j i ! - / OFF 42.1' W <br /> U 1 <br /> STA 76+61 STA 78.15 STA 80.57 <br /> STA 68-83 LIMITS OF PREVIOUS - OFF 49.8' <br /> OFF 47.5' OFF 49.1' <br /> m ♦ STA 67.45 OFF 120.7' EMBANKMENT PLACED ��' STA 79 67 <br /> i <br /> OFF 143.9' <br /> ` � OFF 49.7' EXISTING R.O. . <br /> �j STA 75.56 <br /> {` STA 69•�/ / ;/ --_ STA 73.93 OFF 87.6' STA OFF 79.41 PROPOSED ROW STA 81 00 <br /> --J)EFJ®5.9' STA 76.01 <br /> � STA 67.05 __---- OFF 111.2' <br /> a -_ STA 72 53 OFF 81.9' OFF 47.3' <br /> OFF 145.8' STA 69.45 OFF 123.0' <br /> STA 76.37 EXISTING R.O.W. <br /> OFF 128.8' OFF 80.2' <br /> STA 69.63 EXISTING R.O.W. <br /> a STA 68+04 OFF 176.0' <br /> OFF 164.9' <br /> n REVISIONS: DATE: CITY OF FORT COLLINS, CO. City of DESIGNED BY: DRAWN BYE ❑FOR REVIEW ID <br /> �rt Collins TRANSPORTATION KDB MEJ PISTRIP-02 <br /> w I ENGINEERING DEPT. Engineering ,Eaoe ��� , ,a�aCe� ❑ AS-BUILTOSTRUCTION I N. <br /> STRAPPINGELAYOUTAPLAN ENT <br /> U <br /> SCALES DATES SHEET <br /> CAPITAL PROJECTS ,,t,.,,,,n.,,;nee,;,,y T3032=8MW F303M,3001 03/09/2021of <br />