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V=0 <br />- - 15"R« <br />00 \ <br />- N \ <br />W \ <br />I <br />I <br />1 <br />1 <br />1 <br />� I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />600' 600' <br />50' <br />50' <br />50' <br />1------------ ----------- - <br />50' <br />U.S. HIGHWAY 61 (FOREST BOULEVARD N.) <br />375' <br />------933---------------------------------933-- <br />----------- ---- <br />N 933 933 <br />- - = - - - - - - - - - -- - » 18"CMP <br />°----`------- =932— <br />931 -- --�� <br />—� 930 > 930 ---__1 <br />____ , <br />1� �- — ------------------930 _ i 930- <br />----------------- 93-� ------ <br />1T <br />o I 1 1 1 <br />=00 o 0 I 11 1 1 <br />I 1 1 <br />opo I 1 1 1 <br />I 1 1 1 <br />I 1 1 1 <br />I 11 1 1 <br />I 1 1 1 <br />I 1 1 <br />I 1 1 1 <br />I 11 1 1 <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 />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 />1-----------� <br />r---------------------------------------- <br />/r 1 // <br />\ / to <br />N <br />M <br />25' 1 25' 1 25' 1 25' 1 25' <br />- — — <br />^ _ _ =�33 _-----------932--- 932 ---- J3� -- — — <br />ice _----- - 3�------ ---- -g �\ 931---- <br />'--- -- �_----X30--- ----�9 930-7,—, ---- <br />- -18CMP <br />'93o- J3(�930 <br />_ <br />^�\ /--------931--------------19 931—� <br />/ <br />I <br />I <br />--- ---- -- -- <br />r - <br />C_ 3 3'' \ <br />�30J <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 />-930-\ <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 .ta. <br />aul <br />DESIGNED BY: <br />TAE <br />\ <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.4CHECKED <br />Date 5/7/18 No. 43362 <br />BY: <br />CJJ <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 .ta. <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.4CHECKED <br />Date 5/7/18 No. 43362 <br />BY: <br />CJJ <br />4251.01 <br />