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T) <br />70 <br />F.r. <br />0+00 <br />M <br />1+00 <br />REMOVE <br />EXISTING <br />LANE LINE <br />-------- -----------------932----1 <br />30- - <br />/I <br />z T -BUR <br />_930- <br />T -BUR T -BUR T -J ldR G <br />G <br />T� BUR G T -BUR / T -BUR <br />G <br />FP-d41R®IRS �R P-0nF�-817R� P -OH FO -BUR P -OH - <br />I <br />I <br />I <br />I <br />I <br />I <br />LEGEND <br />EXISTING BITUMINOUS PAVEMENT <br />SEDIMENT CONTROL LOG PER C4 <br />DRAINAGE ARROW <br />1+00 <br />-----------------------932------Q, <br />i <br />IR T -BUR T -BUR T-�l�R G <br />G <br />SUR T- BUR G T -BUR / T -BUR <br />i <br />? -F@H-Ei iR P-0 0-BC7F� _ p -OH FO -BUR P -OH - <br />I <br />I <br />I <br />I <br />I <br />18"CMP <br />I <br />�. T -B <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />>> 18"CMP <br />I <br />Y <br />U.S. HIGHWAY 61 (FOREST BOULEVARD N.) <br />4+00 <br />SAWCUT AND <br />REMOVE BITUMINOUS <br />PAVEMENT <br />0 <br />N <br />+ <br />11 <br />CL <br />W <br />5+00 5+20 <br />1 1 1 1 r�-rj�� - - - - - - <br />l r� 1 �� �� �1 r r �1 r �� (��� — �T �� 1r 1r <br />� 1 <br />N------------------- ---------------- 1 1 1 --_--------�_ <br />932-- g3 _ 932- <br />-930 <br />3Z <br />- = __ — -- — _ _-- _-���_- =-g — ---� --931 <br />�--------------- -930 --^N 1�cnn�� -W <br />J \ r s, \ y <br />EE�292 �rr�l E=929.53 931--_- <br />- _ — — - \ \ n� i ' 1 1 r j — — — — — — r r�� F�--929.4` <br />----------- G J q �1 r <br />931-------_ � — FES �r�1 r � <br />\ x1 1 <br />G T -BUR -BURR -��� G T( BUR - UR � "�____GP�,932\ E=929.4 T -BUR <br />CD <br />UR T -BUR T -BUR T -BUR �\ �T-BUR - R T -BUR - T_ <br />\ / G G G T—RHR G _ RG <br />Q1 IP <br />FO- R P -OH FO-g� OH 1-n� \ /R �� P -OH P- P -OH P -OH P`"OH P-0 j� H a <br />IT i Cr�C <br />i 1 �� <br />REMOVE STORM C r��� �r�� �Cr rC�� <br />SEWER PIPE ��� ����� �C -C do <br />EXISTING TOPOGRAPHY AND REMOVALS PLAN <br />PROPOSED o <br />4" SOLID LINE TURN LANE N <br />WHITE-EPDXY U.S. HIGHWAY 61 (FOREST BOULEVARD N.) + <br />3 II <br />C2 <br />0 3+00 4+00 <br />5+00 5+20 <br />I <br />-.` -------------932-- ------ ------ <br />-932 =_ <br />\ <br />930 <br />�----------------930 -- <br />----------_931-- -- <br />�'91�\ <br />T -BURT -BUR T -BUR T -BUR T -BUR <br />UR P- H \ FO -BUR P -OH FO -RIR OH Fn I \ /P <br />7 <br />1 1 I RECONSTRUCT 1 <br />1 1 GRAVEL DRIVEWAY 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 , <br />I' • <br />—930 <br />-�- • <br />1�ArmmrwArm •« <br />�_ <br />00T -BURT <br />•, <br />. . <br />P -OH <br />44LF (INC. (2) METAL <br />SAFETY APRONS) <br />18" CAS ® 0.14% <br />(S)INV=929.53 <br />(N)INV=929.47 <br />GRADING, DRAINAGE AND EROSION CONTROL PLAN <br />P -/OH <br />co <br />w <br />_ _w <br />co I <br />--\\932--'/\\ N <br />C W <br />w <br />__Jt_1W000'0� <br />20 0 20 40 <br />SCALE IN FEET <br />T -BUR T <br />10 T-71 <br />DATE REVISION <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State of Mi ta. <br />DESIGNED BY: <br />TAE <br />Hakanson A <br />CIVII Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />TGK AUTOMOTIVE <br />HIGHWAY 61 TURN LANE <br />CONSTRUCTION PLAN <br />CITY OF HUGO, MINNESOTA <br />SHEET <br />C 1 0 <br />of <br />C 12 <br />SHEETS <br />6 1 18 PLAN REVISIONS PER CITY REVIEW <br />6 13 18 PLAN REVISIONS PER MN DOT REVIEW <br />DRAWN BY: <br />TAE <br />6/15/18 PLAN REVISIONS PER MN DOT REVIEW <br />Date 5/7/18 Lic. No. 43362 <br />CHECKED BY: <br />CJJ <br />4251.01 <br />