M M M ? ? ? T T 4 T 3 T 2 T 1 T 5 GP M STREAM STREAM STREAM STREAM STREAM STREAM HEAD WALL HEAD WALL HEAD WALL HEAD WALL HEAD WALL 0 0 STREAM STREAM STREAM STREAM HEAD WALL HEAD WALL HEAD WALL HEAD WALL HEAD WALL M 0 0 0 0 0 18 0 18 0 0 0 18 0 18 0 0 0 12 0 0 TH 34 MP37 0 MILE 37 GP GP M CROWN 618 618 080458004 490033013 080458005 497001112 080421000 080458000 080420000 080421002 490033017 080458002 497043010 497001118 497043012 DEEDED ROW 490031000 490033003 080470000 490031001 080424000 492523527 490033002 080458003 497074020 490871502 497001115 080469000 492523530 497130000 491698013 080464000 490865813 490033011 490946101 492523640 492523552 490946105 490865809 490865810 490865811 492537458 490865801 492537460 492537455 491742202 492562000 492564000 UNIDENTIFIED 492569000 491698987 080465000 492523630 490865807 491742204 491742206 492537457 497225000 492537459 490865800 492560000 492561000 490865816 491742201 490946102 492565000 491742203 490946103 492563000 492523520 492523522 492567000 492568000 492570000 490946104 490865817 490865818 490865819 492566000 080458001 491698004 491698005 497074010 491698981 491698982 491698983 491698010 491698984 492523526 497074008 080469001 492523635 492523535 492523533 492523532 492523534 492523633 492523531 492523634 492523631 492523632 492523536 492523636 492523644 492523641 492523643 492523642 ? ? MILE 43 100391000 100401000 100371000 100403000 100402001 100380000 100392000 100396000 100395000 100398000 100373000 100374000 100375000 100377000 100376000 100366000 100369000 100372000 100367000 100370000 100378000 100400001 100400006 100400002 100400000 100402000 100385000 100368000 100399000 100379001 100379002 100363000 100379000 90 104 104 24 7 2 7 24 91 89 32 40 40 40 40 4 4 7 40 121 50 50 121 86 2 2 40 86 105 105 85 85 23 23 25 25 23 12 83 83 49 48 18 18 18 48 4 4 103 116 115 81 81 81 114 114 115 18 18 7 112 112 107 20 20 11 6 33 13 18 2 82 13 82 119 119 49 33 12 19 119 110 84 84 14 117 111 111 111 111 111 115 115 87 20 20 11 11 17 17 13 13 13 13 109 109 109 109 108 108 108 Chamberlain EST. POP. 20 110 110 110 110 109 109 47 6 24 32 49 33 6 6 11 48 114 80 80 89 81 107 1 1 15 6 14 28 28 53 53 113 RAPIDS PARK NEVIS AKELEY 34 34 34 34 34 Arago 71 71 71 71 87 87 71 Hubbard 87 87 87 87 87 64 64 87 64 64 64 64 226 226 Dorset Emma ville Deer Lane COUNTY HUBBARD 35 35 35 37 37 37 44 50 50 152 152 48 117 117 42 120 120 56 31 26 126 29 58 58 44 129 129 129 129 124 127 135 46 26 124 44 156 156 44 135 135 126 126 31 37 37 48 48 125 125 125 125 136 40 45 38 40 36 136 40 47 122 151 151 36 43 47 123 47 123 42 39 39 39 121 121 121 36 38 38 39 56 117 117 39 56 44 135 123 126 29 35 44 124 143 143 143 129W 129E 34 34 Osage Snellman 34 34 34 34 34 Local 26 26 26 Ponsford Brager Toad Lake Two Inlets 225 225 225 225 WOLF LAKE COUNTY BECKER 2 59 120 54 141 141 22 6 22 53 144 19 131 131 149 149 104 25 25 25 21 12 26 106 52 110 110 110 110 153 153 14 14 26 26 26 109 109 21 21 21 21 21 21 32 32 113 113 27 27 27 34 34 34 34 104 34 132 143 143 LAKES DETROIT 34 34 Rich- wood Rochert Westbury C A LL A W AY AUDU B O N 59 10 29 32 32 29 29 59 59 59 35 40 45 PC. 45+33.42 50 5 5 6 0 Sta 62+54.26 BK = EQUATION: Sta 62+55.73 AH PT. 62+54.26 65 7 0 PC. 70+43.62 75 80 PI 77+58.82 X 467,119.857 Y 138,919.386 T 715.20 L 1,386.51 R 2,291.83 PC 70+43.62 PT 84+30.13 P I 5 3 + 9 5 . 8 0 X 464 , 7 9 3 . 9 0 1 Y 1 3 9 , 34 9 . 92 7 T 86 2 . 3 8 L 1 , 720 . 8 3 R 10 , 41 7 . 4 1 P C 45 + 3 3 . 42 P T 62 + 5 4 . 2 6 P I 5 3 + 9 5 . 8 0 X 4 64 , 7 9 3 . 9 01 Y 1 3 9 , 34 9 . 9 2 7 T 86 2 . 3 8 L 1 , 72 0 . 8 3 R 1 0 , 4 1 7 . 4 1 P C 4 5 + 3 3 . 4 2 P T 6 2 + 5 4 . 2 6 375 380 3 8 5 3 90 395 400 405 410 415 Sta 415+99.36 BK = EQUATION: Sta 416+03.30 AH PVT ENT PVT ENT 182 ND S T PVT ENT PVT ENT CTY RD 29 CTY RD 29 +29 +49 1 : 15 1 : 15 +00 +39 +00 +39 +49 +29 182 ND S T +30 +30 +35 +40 +20 +20 STA 382+30 BEGIN CONSTRUCTION STA 412+39 END CONSTRUCTION 1 2 ’ T H R U L A N E 1 2 ’ T H R U L A N E 1 2 ’ T H R U L A N E 1 2 ’ T H R U L A N E 1 : 1 5 1 : 15 S H L D V A R I E S 10 ’ - 6 ’ 1 2 ’ T H R U L AN E 12 ’ T H R U L AN E 12 ’ T H R U L AN E 12 ’ T H R U L AN E 3 8 0 ’ - 12 ’ R T T U R N L AN E 12 ’ T H R U L AN E 38 0 ’ - 1 3 ’ LT T U R N L AN E 12 ’ T H R U L A N E 12 ’ T H R U L AN E 390 ’ - 13 ’ LT T U R N L AN E 1 2 ’ T H R U L AN E 3 9 0 ’- 1 2 ’ R T T U R N L A N E 33’ 28’ 6 5 ’ R 50’ R 24’ 40 ’ R 175’ R 2 6 ’ 25 ’ R 25’ R 26 ’ 25 ’ R 25’ R WELLS MONITORING INPLACE 6 ’ P VD S H L D 6 ’ P VD S H L D 6 ’ P VD S H L D 10 ’ P VD S H L D 10 ’ P VD S H L D 1 0 ’ P VD S H L D 1 0 ’ P VD S H L D 1 0 ’ P VD S H L D 1 0 ’ P VD S H L D 1 0 ’ P VD S H L D 1 0 ’ P VD S H L D 1 : 60 1 : 60 1 : 60 1 : 60 1 : 15 1 : 3 1 : 4 1 : 4 1 : 3 1 : 4 1 : 3 1 : 4 1 : 3 1 : 4 1 : 3 1 : 3 1 : 4 11TH AVE PELICAN RIVER PELICAN RIVER +86 +45 +07 +32 +42 +80 +00 +07 +97 +22 +42 +07 PVT ENT +32 STA 38+71 BEGIN CONSTRUCTION STA 61+32 END CONSTRUCTION 2 70 ’ - 1 3 ’ L T T U R N L AN E 1 2 ’ T H R U L A N E 1 2 ’ T H R U L A N E 2 60 ’ - 1 2 ’ R T T U R N L A N E 1 2 ’ T H R U L A N E 26 0 ’- 1 3 ’ L T T U R N L A N E 12 ’ T H R U L A N E 2 25 - 12 ’ R T T U R N L AN E 12 ’ T H R U L A N E 1 3 ’ LT T U R N L AN E 1 2 ’ T H R U L AN E 2 7 0 ’ - 1 2 ’ R T T U R N L A N E 27 0 ’ - 1 2 ’ R T T U R N L A N E 12 ’ T H R U L AN E 2 7 0 ’ - 13 ’ LT T U R N L AN E 12 ’ T H R U L AN E 1 : 15 1 : 15 1 : 15 1 : 1 5 1 : 15 1 : 1 5 1 : 15 1 : 50 +07 12’THRU LANE 12’THRU LANE 1 3 ’ LT T U R N L AN E 12’RT TURN LANE 12 ’ T H R U L A N E 1 2 ’ T H R U L AN E 50’ R 50’ R 45’ R 15 ’ R 30’ R 20 ’ R 38 ’ 25 ’ 5 0 ’ R 5 0 ’ R 50’ R 50’ R 2 8 ’ 26 ’ 25 ’ R 2 5 ’ R PELICAN RIVER RD RIVERSIDE DR CR 141 W R I V E R R D 8 ’ P V D S H L D 8 ’ P VD S H L D 8 ’ P VD S H L D 8 ’ P VD S H L D 10 ’ P VD S H L D 10 ’ P VD S H L D HIGHLAND DR 1 : 8 1:6 1:6 W-1 W-22 W-22A D-6 W-23 W-23A TH 34 EXISTING TYPICAL SECTION 8820.9920 GEOMETRIC DESIGN STANDARDS DESIGN SPEED = 60 MPH, TH 34 0’-13.0’ LT. TURN LANE RT. TURN LANE 0’-13.0’ TH 34 0’-13.0’ LT. TURN LANE RT. TURN LANE 0’-13.0’ 4.0’ 10.0’ 10.0’ 10.0’ 1 . 5 % 2 . 5 % 1 . 5 % 2 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % STA. 55+00 - STA. 61+82 STA. 38+00 - STA. 50+00 8820.9920 GEOMETRIC DESIGN STANDARDS DESIGN SPEED = 60 MPH, STA. 50+00 - STA. 55+00 8820.9920 GEOMETRIC DESIGN STANDARDS DESIGN SPEED = 60 MPH, TYPICAL SECTION TYPICAL SECTION L C THRU 12.0’ THRU 12.0’ SHLD 4 . 0 % 1.5’ 8.0’ SHLD 4 . 0 % 1.5’ ( O R F L A T T E R ) VA R ( 1 : 3 ) ( O R F L A TTE R ) ( 1 : 4 ) L C THRU 12.0’ SHLD 4 . 0 % 1.5’ 1.5’ THRU 12.0’ L C THRU 12.0’ 1.5’ 8.0’ ( O R F L A T TE R ) V A R ( 1 : 3 ) ( O R F L A TTE R ) ( 1 : 4 ) 4.0’ 8.0’ ( O R F L A T T E R ) VA R ( 1 : 3 ) ( O R F L A TT E R ) ( 1 : 4 ) 4.0’ 8.0’ ( O R F L A T T E R ) VA R ( 1 : 3 ) ( O R F L A TTE R ) ( 1 : 4 ) 4.0’ 8.0’ ( O R F L A TT E R ) VA R ( 1 : 3 ) ( O R F L A TT E R ) ( 1 : 4 ) 4.0’ RT. TURN LANE 1.5’ 8.0’ ( O R F L A T TE R ) VA R ( 1 : 3 ) ( O R F L A TTE R ) ( 1 : 4 ) 4.0’ 0’-13.0’ THRU 12.0’ 1 . 5 % 2 . 5 % TH 34 EXISTING TYPICAL SECTION 8820.9920 GEOMETRIC DESIGN STANDARDS DESIGN SPEED = 60 MPH, TH 34 0’-13.0’ LT. TURN LANE RT. TURN LANE 0’-13.0’ 10.0’ 8.0’ TH 34 0’-13.0’ LT. TURN LANE RT. TURN LANE 0’-13.0’ 10.0’ 10.0’ 1 . 5 % 2 . 5 % 1 . 5 % 2 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % STA. 382+30 - STA. 397+33 8820.9920 GEOMETRIC DESIGN STANDARDS DESIGN SPEED = 60 MPH, STA. 397+33 - STA. 412+39 8820.9920 GEOMETRIC DESIGN STANDARDS DESIGN SPEED = 60 MPH, TYPICAL SECTION TYPICAL SECTION L C THRU 12.0’ THRU 12.0’ SHLD 4 . 0 % 1.5’ SHLD 4 . 0 % 1.5’ L C THRU 12.0’ SHLD 4 . 0 % 1.5’ 1.5’ THRU 12.0’ L C THRU 12.0’ SHLD 4 . 0 % 1.5’ 1.5’ THRU 12.0’ 8.0’ ( O R F L A TT E R ) VA R ( 1 : 3 ) ( O R F L A TT E R ) ( 1 : 4 ) 4.0’ 8.0’ ( O R F L A TT E R ) VA R ( 1 : 3 ) ( O R F L A TT E R ) ( 1 : 4 ) 4.0’ 8.0’ ( O R F L A TT E R ) V A R ( 1 : 3 ) ( O R F L A T T E R ) ( 1 : 4 ) 4.0’ 8.0’ ( O R F L A TTE R ) VA R ( 1 : 3 ) ( O R F L A TT E R ) ( 1 : 4 ) 4.0’ 8.0’ ( O R F L A T T E R ) VA R ( 1 : 3 ) ( O R F L A TTE R ) ( 1 : 4 ) 4.0’ 8.0’ ( O R F L A TTE R ) VA R ( 1 : 3 ) ( O R F L A TTE R ) ( 1 : 4 ) 4.0’ RIVERSIDE DR CR 141 CTY RD 29 CTY RD 29 M I N N E S O T A T N E M T R A P E D F O N O I T A T R O P S N A R T KIMLEY-HORN & ASSOCIATES, inc LAYOUT HISTORY DATE DESCRIPTION S cal e: H or. 1 i nch = ft . 100 ... \ P l an S heet s \ L ayout s \ TH 34 D i s t 4 S AL 1 . DGN VI C I N I TY OF D ETR OI T L AK E S : ADD LE F T TUR N L AN E 1 F R OM P repared DATE: Revi ew ed By Programm ed L etti ng Date L evel2 L AYOUT APP R OVAL 20 I HEREBY CERTI FY THAT THI S LAYOUT WAS PREPARED BY ME OR UNDER MY DI RECT SUPERVI SI ON AND THAT I AM A DULY LI CENSED PROFESSI ONAL ENGI NEER UNDER THE LAWS OF THE STATE OF MI NNESOTA. NAME: LI C. NO. Revi ew ed By 20 20 20 Revi ew ed By 20 Approved By TH34 DETROIT LAKES The ali gnm ent and grades s how n on thi s m ap are tentati ve and s ubj ect to change w ithout noti ce. Staff Approval 2034 13 The traffi c vol um es s how n are __________________________________ B y 1140 34 0303 - 64 C opy To: F or: T45 - 744 S . P . T. H . A. J . S . P . T. H . A. J . S . P . T. H . A. J . PP M S Acti vit y PP M S Acti vit y PP M S Acti vit y C OP Y N o. L AYOUT N o. T. H . 20 D E C E M B E R 13 Date: es ti m ated for year 20___ Prepared _____________ D E S I GN F I LE : DATE : DEC 19, 2013 Di stri ct Preli m i nary Desi gn Engi neer Di stri ct Mai ntenance Operati ons Engi neer Di stri ct Traffi c Engi neer Di stri ct Engi neer J ANUAR Y 8 , 2014 LOCATION PROJECT E x i s t i ng W e tl a n d B ound a r y XXXXX ADT 2034 ADT Volume Construction Limits LEGEND Proposed Shoulder Proposed Roadways Existing ROW Parcel Boundary Proposed Overlay S P EE D LIMIT 55 SPEED LIMIT EXISTING TH 34 SPEED LIMIT EXISTING TH 34 SP E E D LIMIT 5 5 SPEED LIMIT EXISTING TH 34 S P EE D LIMIT 5 5 SPEED LIMIT EXISTING TH 34 SP EE D LIMIT 3 5 SPEED LIMIT EXISTING TH 34 SP EE D LIMIT 35 SP EE D LIMIT 5 5 SPEED LIMIT EXISTING TH 34 4 C OR N E R S : R E M M E D I AN , ADD LT TUR N L AN E S D ETR OI T L AK E S : ADD LE F T TU R N L AN E 4 C OR N E R S : R E M OVE M E D I AN , ADD LE F T TU R N L AN E S 9100 A D T 7 7 0 0 AD T (WB 67) TURNING MOVEMENTS BETWEEN TH 34 AND CR 141 (WB 67) TURNING MOVEMENTS BETWEEN TH 34 AND CR 29 SP E E D LIMIT 60 S P E E D LIMIT 60 S P EE D LIMIT 6 0 S P EE D LIMIT 60 SPEED DESIGN TH 34 SPEED DESIGN TH 34 SPEED DESIGN TH 34 SPEED DESIGN TH 34 Pavement Removal Traffic Flow feet scale 100 100 0 SCALE: 1" = 100’ feet scale 100 100 0 SCALE: 1" = 100’ A D DI T ION A L S E G M E N T S W I T H I N PR O J E C T S C O P E feet scale 100 100 0 SCALE: 1" = 100’ feet scale 100 100 0 SCALE: 1" = 100’ WIDTH AND DEPTH OF DITCH SECTION MAY VARY IN SELECT LOCATIONS Ditch Check/Swale Treatment Area K I MLE Y- HORN 490 H C AD T 535 HCADT 10900 ADT 1850 ADT 5 4 0 H C AD T 5 9 00 AD T 410 H C A D T 1450 ADT 1700 ADT Completed by Kimley-Horn & Associates in 2013 - preliminary design phases. Wetland impacts were minimized and avoided during the concept and - refined the locations from the 2002 IRC Study. Concept layouts were created by District 4 in Oct 2013 that - passing lane needs and locations. 2002 Interregional Corridor (IRC) Report identified initial - LAYOUT NOTES PROJECT AS IDENTIFIED ON THE LAYOUTS. DITCH CHECKS AND SWALES THROUGHOUT THE STORMWATER TREATMENT WILL BE HANDLED BY - DIAGRAM. WIDTH SHOWN IN THE TRUCK TURNING THE OVERLAY, RESULTING IN THE EXTRA 29 UTILIZES INPLACE RADII AS PART OF THE SOUTHERN CONNECTION TO COUNTY ROAD - THE IMPERVIOUS AREA. POTENTIAL. DESIGN MAINTAINS OR REDUCES COUNTY RD 29 HAS EXISTING FLOODING THE SOUTHEAST QUADRANT OF TH 34 AND - Existing City Limit 1:4 1:3 Side Slopes and Drainage Flow TH34 Dist 4 SAL 1.dgn