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j�1 <br />o - <br />600' 600' <br />A I A 1 50' 1 50' 1 50' 1 50' <br />U.S. HIGHWAY 61 (FOREST BOULEVARD N.) <br />375' <br />�-------- <br />- - - - ----------- 933 — <br />- _ <br />--------------- ------------- _-� ----� --- ---- <br />X932— ----- -- <br />15"RCP --- — 18"CMP _ — — <br />« _`-- / 93Q- o� » 930 <br />00 <br />wl \1 11 �`------------_ <br />- 931------ �Qj� <br />I 1 1 <br />11 = I 1 1 1 <br />1 =gam o o I 1 1 1 <br />1 m�D m I 1 1 1 <br />1 0�0 <br />1 I 11 1 1 <br />1 I 1 1 1 <br />1 I 1 1 1 <br />1 I 1 1 1 <br />1 I 1 1 1 <br />1 I 1 1 1 <br />1 I 1 1 1 <br />1 I 1 1 <br />N <br />EXISTING TRAVEL LANE <br />PORTABLE PRECAST CONCRETE <br />BARRIER PER MN/DOT <br />STANDARD PLATE 8337 <br />BARRIER PLACEMENT DETAIL <br />FOG <br />LINE <br />933 <br />930 I <br />7 930 <br />931 <br />375LF PORTABLE PRECAST <br />CONCRETE BARRIER PER <br />MN/DOT STANDARD PLATE <br />8337. PIN CONNECTION <br />SHALL INCLUDE RETAINER <br />BOLT AND NUT. 1002 <br />-9'J-�-- <br />I � <br />�3 <br />- II <br />I/ <br />�Ya <br />00w <br />W3Q <br />M <br />25' 1 25' 1 25' 1 25' 1 25' <br />04 <br />— — - — —----�33----------- J32--- 932 -- J32----- — — <br />i <br />--------------- <br />------------- �3�------------- -g 931 - ---'' <br />i------ -----930--- ---�9 _, 930�� ---- <br />» ,-' -----93 -----930- 93018" CMP (� ---- <br />/------- 93-------------- 931 <br />w � / <br />/ <br />1 <br />I <br />-- -- - - -- -- -- -- -- <br />9321--7 <br />LEGEND <br />WORK ZONE <br />• TYPE B CHANNELIZER (DRUM) <br />GENERAL NOTES: <br />1. SHOULDER CLOSURE SHALL BE PER LAYOUT 8 OF THE TEMPORARY <br />TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL. <br />2. MAINTAIN A MINIMUM LANE WIDTH OF 9 FEET ON NORTHBOUND <br />HIGHWAY 61. <br />REFERENCE NOTES: <br />10 <br />SEE ( -1 -' FOR BARRIER PLACEMENT DETAIL. <br />C12 <br />02 CONTRACTOR SHALL INSTALL A TEMPORARY CRASH CUSHION ON <br />EACH END OF THE BARRIER. CRASH CUSHION SHALL MEET THE <br />REQUIREMENTS OF THE QUADGUARD CZ SYSTEM AS MANUFACTURED <br />BY ENERGY ABSORPTION SYSTEMS, INC. OR APPROVED EQUAL. <br />DESIGN LENGTH OF THE CRASH CUSHION SHALL BE DETERMINED BY <br />THE MANUFACTURER'S ENGINEER AND SHALL BE DESIGNED FOR A <br />45 MPH SPEED LIMIT. <br />\ <br />J \\ <br />1 � / LO \\ <br />30 0 30 60 <br />SCALE IN FEET <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 eta. <br />aul <br />DESIGNED BY: <br />TAE <br />Hakanson A <br />Civil 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 />TRAFFIC CONTROL PLAN <br />CITY OF HUGO, MINNESOTA <br />SHEET <br />C 1 2 <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 />TIMOTHY A.4cNECICID <br />5/7/18 No. 43362 <br />BY: <br />CJJ <br />]Date <br />4251.01 <br />