? ? ? ? ? ? ? ? P I T P I T P I T P I T P I T P I T P I T ? ? ? S T O C K P I LE P I T ? P I T P I T P I T P I T F ? UMH ? S S F F PIT PIT PIT PIT 100 Y E A R F L OOD P L A I N 100 Y E A R F L OOD P L A I N 8 8 89 90 108 116 1 1 8 155 156 158 186 1 8 7 189 213 213 2 14 215 215 216 21 6 216 221 2 2 7 237 23 7 238 259 259 276 278 27 9 279 280 297 303 312 221 303 M I C H ELLE M R E I N K E CR A I G G & 2 3 . 13 7 8 4 . 0 0 1 0 KO E T T E R T R U S T H E R B E R T 2 3 . 1 3 7 8 5 . 0 0 0 0 L O R R A I N E T L A U E R E U G E N E J & 2 3 . 1 3 7 8 4 . 0 0 0 0 L O R R A I N E T L A U E R E U G E N E J & 2 3 . 1 3 5 8 3 . 0 0 0 0 M S C H L ANG E N A L V E R E & DA R LE N E 23 . 1380 1 . 0000 S AND R A LE Y LE R OY & 23 . 137 9 1 . 0030 J U D Y L M CC OO L C H A R LE S B & 78 . 42411 . 0000 L I E S E R DONA L D B 78 . 42 4 0 8 . 0 000 CR Y S T A L L LE Y DAN I EL L & 23 . 13791 . 0 0 20 KO ETTE R T R U S T H E R B E R T 2 3 . 1 37 90 . 0 0 0 0 KO ETTE R T R U S T H E RB E R T 23 . 13790 . 0 0 00 K O E T T E R T R U S T H E RB E R T 2 3 . 1 3 79 0 . 00 0 0 - N C E N T R A L KN I F E R I V E R C O R P 23 . 13791 . 0010 DU I N I N C K I N C 23 . 13787 . 0 0 0 0 DU I N I N C K I N C 23 . 13787 . 00 00 C ON T R O L M I NN E S O T A - P O LL U T I O N S T A T E O F 2 3 . 1 3 9 0 9 . 0 5 1 0 G E N E R A T I O N S L L C W E I S 2 3 . 13 7 8 6 . 0 0 0 0 K O E T T E R T R U S T H E R B E R T 2 3 . 1 3 7 8 5 . 0 0 0 0 E L F E R I NG K U R T K 23 . 1 3 7 8 5 . 0 0 0 1 S H I R L E Y R AU S C H R A Y M O N D L & 2 3 . 1 3 7 8 2 . 0 00 8 S H I R L E Y R AU S C H R A Y M O N D L & 2 3 . 1 3 7 8 2 . 0 0 0 0 T G E R T K E N DAN I EL 23 . 13796 . 0000 S C H L ANG E N LE R OY & M A R G A R E T 23 . 14556 . 0000 & J AN ET Z W I E F EL F R E D R I C K III 23 . 13794 . 0000 B L I E S E R D O NA L D 23 . 1 3 7 93 . 00 0 0 S C H L ANG E N LE R OY & M A R GA R E T 23 . 1380 1 . 0010 J U DY L M CC O O L C H A R LE S B & 23 . 13793 . 0002 L I E S E R DONA L D B 78 . 42408 . 0000 L I E S E R D O NA L D B 23 . 1 37 9 3 . 0 00 0 DU I N I N C K I N C 23 . 13789 . 0 000 L O R R A I N E T L A U E R E UG E N E J & 2 3 . 13 5 8 3 . 0 0 0 0 R E V T R U S T GA R Y A R E I NK E 2 3 . 13 7 8 3 . 0 0 0 0 R O T H S T E I N M A R C EL L U S 2 3 . 13 77 0 . 0 0 0 0 R O T H S T E I N M A RC EL L U S 2 3 . 1 37 70 . 0 00 0 R O T H S T E I N M A R C E L L U S J 2 3 . 1 3 5 92 . 00 0 0 L O R R A I N E T L A U E R E U G E N E J & 23 . 1 3 5 9 1 . 0 0 0 0 J E R E M Y S C H L ANG E N 23 . 13 7 92 . 0000 J E R E M Y S C H L ANG E N 2 3 . 1 3 7 9 2 . 0 0 00 1 1 42. 0 1142.0 1 142. 0 1 1 44. 0 1144.0 1 1 44. 0 1144.0 11 46. 0 1146.0 1 146. 0 1146. 0 1 1 48. 0 1 1 48. 0 1148. 0 1148.0 1150. 0 11 50. 0 1150.0 1150.0 1 1 50 . 0 1152.0 22 5 2 3 0 57 8 3 00 5 7 7 2 4 1 57 6 2 6 0 5 8 7 5 8 8 2 61 2 90 MH MH MH 111 5 1 1 15 1 1 1 5 111 5 11 20 1 1 20 1120 112 0 1 1 2 0 1120 1 1 20 1120 11 2 0 1 1 20 1 120 1 12 5 11 2 5 1125 1125 1 1 25 112 5 11 2 5 1 12 5 112 5 1 1 25 1125 1 1 25 11 3 0 1130 1130 1130 11 3 0 1 1 3 0 1 1 3 0 1 1 30 1 130 1135 1 1 1 2 1 11 3 1114 1 114 1 116 1 1 1 6 1 1 17 1 1 17 11 1 8 1 1 18 11 1 9 1 11 9 1 1 19 1119 1119 1121 1 121 1 1 2 1 112 1 1 1 2 1 11 2 1 1 1 21 1 1 22 1122 1 1 2 2 1122 1122 1 1 2 2 1 122 1122 1 1 23 1 1 2 3 1 123 1 123 1 1 2 3 112 3 1 1 23 1 1 2 4 1 1 24 1 124 1 12 4 1124 1124 1126 1126 1 1 2 6 1 1 2 6 1126 1126 1 1 2 7 1 12 7 1 1 27 1 1 2 7 1127 1 1 2 8 1128 1 1 28 1 1 2 8 1128 1129 1129 11 2 9 1129 1 12 9 1 13 1 1 13 1 11 3 1 113 1 1 132 1 1 3 2 11 3 2 1132 1 1 3 3 1 13 3 1133 1133 1134 11 3 4 1 118 1135 1135 1135 11 35 1 135 1 135 1135 1 1 3 5 11 35 1135 1135 1 1 35 1135 1135 1 1 40 11 40 1140 1140 1140 1 14 0 1140 1140 1140 1140 114 0 1140 1140 1140 1140 1140 1140 1 7 00 500 5 05 510 PI PI 1 0 12 PI 575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660 P C . 6 6 2+ 5 5.76 665 670 PT. 671+52.47 6 7 5 6 8 0 6 8 5 6 9 0 6 9 5 70 0 7 0 5 7 1 0 7 1 5 575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 PC. 656+70.85 660 665 PT. 665+67.56 PI 670 67 5 680 6 8 5 PC. 687+18.36 6 90 695 PT. 696+45.55 PI PC. 698+55.55 700 705 PT. 707+82.75 PI 7 1 0 7 1 5 PI 600 605 1 0 1 5 P I P I CURVE 3005 PI 15+81.65 X 642,088.709 Y 156,583.944 T 23.11' L 43.30' R 50.00' PC 15+58.54 PT 16+01.84 CURVE 3010 PI 17+97.12 X 642,221.994 Y 156,756.952 T 20.52' L 38.95' R 50.00' PC 17+76.60 PT 18+15.54 CURVE 1730 PI 500+38.22 X 635,214.935 Y 155,534.105 T 208.14' L 411.33' R 1,091.00' PC 498+30.08 PT 502+41.41 CURVE 1735 PI 509+36.28 X 636,049.484 Y 155,878.982 T 344.87' L 512.92' R 300.00' PC 505+91.41 PT 511+04.33 CURVE 3035 PI 12+27.42 X 636,194.723 Y 155,865.110 T 112.44' L 215.16' R 300.00' PC 11+14.98 PT 13+30.14 CURVE 1320 PI 661+19.44 X 642,058.058 Y 157,013.945 T 448.58' L 896.71' R 11,459.00' PC 656+70.85 PT 665+67.56 CURVE 1325 PI 691+82.02 X 645,074.478 Y 157,546.330 T 463.66' L 927.19' R 22,918.00' PC 687+18.36 PT 696+45.55 CURVE 1330 PI 703+19.21 X 646,185.576 Y 157,789.145 T 463.66' L 927.19' R 22,918.00' PC 698+55.55 PT 707+82.75 CURVE 1040 PI 667+04.34 X 642,646.878 Y 157,073.189 T 448.58' L 896.71' R 11,459.00' PC 662+55.76 PT 671+52.47 C U R V E 13 2 0 C U R V E 1 3 25 C U R V E 13 3 0 C U R V E 104 0 C O R D 1 1 4 246 T H AV E KOLL I NG C R E E K C O R D 123 ROSCHIEN LAKE RAUSCH MARSH R I G H T OU T O N L Y RIGHT IN, R I G H T O U T ON L Y RIGHT IN, R I GH T OU T O N L Y R I G H T I N , RIGHT OUT ONLY RIGHT IN, R I GH T OU T ON L Y R I GH T I N , O B L I T E R A TE OBLITERATE MINNESOTA 23 2040 AADT = 12,200 2020 AADT = 8,800 2013 AADT = 7,600 DESIGN SPEED = 70 MPH CURRENT POSTED SPEED = 60 MPH CLOSE CLOSE CLOSE CLOSE C L O S E C L O S E C L O S E C L O S E C L O S E CLOSE CLOSE C L OS E E X T R A R / W F O R S NO W S T O R AG E E X T R A R / W F O R S NO W S T O R AG E E X T R A R / W F O R S NO W S T O R AG E 4' SHLD 11' THRU 12' THRU 12 ' X 480 ' LTL 11' THRU 12' THRU 12 ' X 480 ' R TL 4' SHLD 11' THRU 12' THRU 12 ' X 500 ' LTL 11' THRU 12' THRU 4' SHLD 11' THRU 12' THRU 12 ' X 500 ' LTL 11' THRU 12' THRU 12 ' X 500 ' R TL 1 1 ' T H R U 1 2 ' T H R U 11 ' T H R U 12 ' T H R U 12 ' X 500 ' L T L 1 1 ' T H R U 12 ' T H R U 12 ' X 500 ' R T L 11 ' T H R U 12 ' T H R U 12 ' X 500 ' LT L 12 ' T H R U 1 1 ' T H R U 4 ' S H L D 12 ' T H R U 11 ' T H R U 11' THRU 12' THRU 12 ' X 500 ' LTL 12' THRU 11' THRU 4' SHLD 11' THRU 12' THRU 12 ' X 500 ' R TL 12 ' X 500 ' LTL 12' THRU 11' THRU 4' SHLD 11' THRU 12' THRU 12 ' X 500 ' R TL 4' SHLD 11' THRU 12' THRU 12 ' X 500 ' R TL 12 ' X 500 ' LTL 12' THRU 11' THRU 4' SHLD 1 2 ' T H R U 12 ' T H R U 12' THRU 12' THRU 8' SHLD 1 : 1 5 1 : 15 1 : 15 1 : 15 1:15 1 : 1 5 1 : 15 1:15 1:15 1 : 15 1 : 15 1:15 1 : 15 (CHA: TH23WB) { TH 23 WB (CHA: TH23EB) { TH 23 EB (CHA: TH23WB) { TH 23 WB (CHA: TH23EB) { TH 23 EB (CHA: TH23WB) { TH 23 WB (CHA: TH23EB) { TH 23 EB (CHA: TH23WB) { TH 23 WB (CHA: TH23EB) { TH 23 EB (CHA: TH23WB) { TH 23 WB (CHA: TH23EB) { TH 23 EB EXPANSION LAYOUT: PART 3 T.H. 23 GAP NORTHSIDE STEARNS COUNTY GLACIAL LAKES STATE TRAIL F L A R E 1 : 7 P A R A B O L I C F L A R E 1 : 7 P A R A B O L I C MINNESOTA 23 2040 AADT = 12,200 2020 AADT = 8,800 2013 AADT = 7,600 DESIGN SPEED = 70 MPH CURRENT POSTED SPEED = 60 MPH MINNESOTA 23 2040 AADT = 12,200 2020 AADT = 8,800 2013 AADT = 7,600 DESIGN SPEED = 70 MPH CURRENT POSTED SPEED = 60 MPH F L A R E 1 : 7 P A R A B O L I C F L A R E 1 : 7 P A R A B O L I C F L A R E 1 : 7 P A R A B O L I C F L A R E 1 : 7 P A R A B O L I C F L A R E 1 : 7 P A R A B O L I C F L A R E 1 : 7 P A R A B O L I C (CHA: CR114) { CO RD 114 (CHA: FRONTAGE700) { FRONTAGE RD A A B B A A PIPELINE POSSIBLE BURIED CLOSE 10 ' S H L D ( 8 ' P A V E D + 2 ' G R A V EL ) 10 ' S H L D ( 8 ' P AV E D + 2 ' G R AV EL ) 10 ' S H L D ( 8 ' P A V E D + 2 ' G R A V EL ) 10 ' S H L D ( 8 ' P A V E D + 2 ' G R A V EL ) 10 ' S H L D ( 8 ' P AV E D + 2 ' G R AV EL ) 10 ' S H L D ( 8 ' P AV E D + 2 ' G R AV EL ) 1 0 ' S H L D ( 8 ' P A V E D + 2 ' G R A V E L ) 10 ' S H L D ( 8 ' P AV E D + 2 ' G R AV E L ) 10 ' S H L D ( 8 ' P AV E D + 2 ' G R AV EL ) 10 ' S H L D ( 8 ' P AV E D + 2 ' G R AV EL ) 10 ' S H L D ( 8 ' P AV E D + 2 ' G R AV E L ) EXISTING BRIDGE (BOX) 8104 =25 R =25 R = 8 0 ' R = 25 ' R 1 2 ' I N P 12 ' I N P 32' 12' INP 12' INP 2' SHLD INP 2' SHLD INP 13' 2 0 ' 32 ' 90' NORTH OF TH 23 CO RD 114 T.H. 23 T.H. 23 T.H. 23 SOUTH OF TH 23, EAST OF ROSCOE CO RD 123 10 ' S H L D ( 8 ' P AV E D + 2 ' G R AV EL ) 10 ' S H L D ( 8 ' P A V E D + 2 ' G R A V EL ) (CHA: CR123NA_DW) { CO RD 123NA DRWY (CHA: CR123NA) { CO RD 123NA 2040 AADT = 470 2020 AADT = 400 2009 AADT = 365 DESIGN SPEED = 40 MPH 2040 AADT = 610 2020 AADT = 510 2009 AADT = 455 DESIGN SPEED = 30 MPH = 70 ' R = 7 0 ' R 32 ' = 25 ' R = 25' R = 65' R =65' R = 65 ' R = 50' R = 65 ' R = 25 ' R = 25' R = 25' R = 65 ' R = 25' R 40 ' 32 ' 3 2 ' = 80 ' R = 50' R = 60' R = 25' R = 25' R = 60 ' R = 80' R = 40 ' R 40' 32' 20' 40 ' 44' 32 ' 16' THRU 16' THRU +00.3 +95.7 +92.9 +30.0 +30.0 +10.0 +10.0 +93.8 +05.8 +80.8 +60.8 +56.0 +71.9 +47.0 +47.0 +27.0 +27.0 +93.5 +38.4 +70.0 + 50 . 0 + 64 . 0 + 0 6 . 0 + 6 3 . 3 + 05 . 1 +50.4 +70.6 + 95 . 0 +65.8 +25.8 +22.0 +22.0 +02.0 +02.0 +77.0 +89.0 +60.2 +79.6 +59.6 +07.4 +52.3 +24.5 +25.7 +25.7 +05.7 +05.7 +33.4 +25.0 +88.9 + 76 . 3 + 0 6 . 3 + 18 . 3 + 88 . 3 + 35 . 2 + 35 . 2 + 15 . 2 + 15 . 2 + 90 . 2 + 02 . 2 + 73 . 4 = 2 0 ' R = 20 ' R = 72 ' R = 40 ' R = 25 ' R = 25 ' R = 25 ' R = 2 5 ' R = 20 ' R = 2 0 ' R = 25 ' R = 25' R 10 ' S H L D 1 0 ' S H L D 10 ' S H L D 32 ' 32 ' MEDIAN BARRIER MEDIAN BARRIER 90' 30 ' =25' R = 25 ' R 11 ' 52 ' 1 2 ' 1 6 ' = 25 ' R = 20 ' R 20' 29' 3 2 ' 24' +64.3 +87.5 +6.8 +74.2 +34.0 +21.1 1 : 10 1 : 10 2 . 5 ' S H L D I N P 2 . 5 ' S H L D I N P 8' 12' 12' 8' + 26 . 2 + 8 6 . 2 = 60' R = 60 ' R A 2 A 2 1:10 1:10 1:10 30' 30' 4 ' S H L D 4 ' S H L D 1 : 10 1 : 1 0 30' 30' 30' 30' 30' 30' 30' 20 ' 2 0 ' 30 ' 30 ' 30 ' 30 ' 30 ' 30' 32' 28' 2 . 5 ' S H L D 1 2 ' 12 ' 2 . 5 ' S H L D 0.06 0 . 0 2 0 . 02 0 . 035 0 . 0 3 5 0 . 02 0.02 0 . 0 6 0.00 0.02 0.02 0 . 02 0.02 0 . 0 2 0 . 0 2 + 7 4 + 5 8 + 99 + 2 5 + 3 9 + 97 + 23 + 75 +86 +07 + 36 + 32 + 28 +96 +92 +88 + 20 + 16 + 12 +40 +11 +03 0.02 0 . 02 + 3 0 P A Y N E S V I L L E Z I O N PAYNESVILLE R O S C O E F o r k C r o w N o . 3 . 1 1 . 8 0. 2 2 . 4 0 . 9 0.2 1 . 4 5 5 12 3 4 238 11 3 3 3 3 15 R S L WP R WILDLIFE AREA WATERFOWL AREA N. N. NG 3 ' ' G . C O . 3 2 1 3 9 11 19 25 29 15 13 23 21 27 25 31 33 35 1 9 11 3 15 13 23 21 19 17 7 5 5 . 0 16 16 16 10 10 12 32 195 130 130 130 130 33 33 33 33 179 179 181 55 4 4 23 23 23 123 34 34 123 4 178 POP. 2,267 P O P . 116 Lake Lake Rice Rice 4 C . P . R . Sy s . 4 3 66 2 PAYNESVILLE MUNICIPAL AIRPORT P A Y N E S V I L L E Z I O N PAYNESVILLE R O S C O E F o r k C r o w N o . 3 . 1 1 . 8 0. 2 2 . 4 0 . 9 0.2 1 . 4 5 5 12 3 4 238 11 3 3 3 3 15 R S L WP R WILDLIFE AREA WATERFOWL AREA N. N. NG 3 ' ' G . C O . 3 2 1 3 9 11 19 25 29 15 13 23 21 27 25 31 33 35 1 9 11 3 15 13 23 21 19 17 7 5 5 . 0 16 16 16 10 10 12 32 195 130 130 130 130 33 33 33 33 179 179 181 55 4 4 23 23 23 123 34 34 123 4 178 POP. 2,267 P O P . 116 Lake Lake Rice Rice 4 C . P . R . Sy s . 4 3 66 2 PAYNESVILLE MUNICIPAL AIRPORT 3 2 2 31 33 33 35 1 1 3 3 5 5 5 5 7 7 7 9 9 11 13 15 17 17 17 19 19 19 21 21 21 27 29 29 10 10 23 23 161 32 12 12 12 12 111 23 23 158 22 34 162 162 43 123 123 123 71 23 71 49 49 ROSCOE RICHMOND Great Northern L. L. Krays L. Zum- walde Bolfing L. Cedar Island L. R i v e r Roschien L. Becker L. L. Schroeder L. Horse- shoe L. Big Lake Long L. L. Meyers L. Ganzer Deep Pirz Lake Rice Lake 3 . 7 0 . 3 0.2 5 . 2 0 . 7 1 . 0 16 3 3 3 8 19 8 6 7 6 6 4 8 8 11 11 12 6 3 3 3 7 WP 212 12 9 3 R 2 96 5 10 4 5 5 18 6 5 6 4 9 10 13 5 8 R 3 7 19 7 4 4 4 3 17 5 10 5 3 4 6 8 11 7 18 A NATURAL N O R T H E R N 4'' C O 3 POP. 116 E D E N L A K E M U N S O N F I E L D W A K E - 23 31 9 114 hien T 10 3 POP. 1,213 S a u k 83 P A Y N E S V I L L E Z I O N S T. M A R T I N L L LAKE POP. 90 HENRY PAYNESVILLE ROSCOE ST. MARTIN S a u k R i v e r F o r k C r o w N o . R. 3. 1 1.8 0. 2 2. 4 0. 9 0.2 3. 5 0.4 1 . 4 4 7 13 5 7 7 2 3 5 5 5 5 8 23 6 20 33 12 6 7 77 3 4 238 11 3 3 3 3 15 R SL WP R R R R 4 WILDLIFE AREA WATERFOWL AREA WATERFOWL AREA WATERFOWL AREA N. N. NG 3'' G. CO. 3 2 13 17 19 25 29 15 23 13 27 25 33 35 1 3 9 11 31 1 7 5 13 17 19 25 29 15 13 23 21 27 25 31 33 35 1 9 11 3 15 13 23 27 25 35 31 29 21 19 17 7 5 5. 0 16 16 16 10 10 10 10 23 12 12 12 12 11 14 32 32 195 195 195 177 177 128 177 130 130 130 130 33 33 33 33 179 179 181 181 180 180 55 55 55 4 4 4 23 23 23 23 123 34 34 34 20 20 113 123 4 178 130 Lake Koronis POP. 2,267 POP. 116 POP. 278 Lake Lake Lake Rice Rice Mud 4 C. P. R . Sy s . 4 3 21 66 2 P A Y N E S V I L L E Z I O N S T. M A R T I N L L LAKE POP. 90 HENRY PAYNESVILLE ROSCOE ST. MARTIN S a u k R i v e r F o r k C r o w N o . R. 3. 1 1.8 0. 2 2. 4 0. 9 0.2 3. 5 0.4 1 . 4 4 7 13 5 7 7 2 3 5 5 5 5 8 23 6 20 33 12 6 7 77 3 4 238 11 3 3 3 3 15 R SL WP R R R R 4 WILDLIFE AREA WATERFOWL AREA WATERFOWL AREA WATERFOWL AREA N. N. NG 3'' G. CO. 3 2 13 17 19 25 29 15 23 13 27 25 33 35 1 3 9 11 31 1 7 5 13 17 19 25 29 15 13 23 21 27 25 31 33 35 1 9 11 3 15 13 23 27 25 35 31 29 21 19 17 7 5 5. 0 16 16 16 10 10 10 10 23 12 12 12 12 11 14 32 32 195 195 195 177 177 128 177 130 130 130 130 33 33 33 33 179 179 181 181 180 180 55 55 55 4 4 4 23 23 23 23 123 34 34 34 20 20 113 123 4 178 130 Lake Koronis POP. 2,267 POP. 116 POP. 278 Lake Lake Lake Rice Rice Mud 4 C. P. R . Sy s . 4 3 21 66 2 Marty EST. POP. 50 Maine Prairie EST. POP. 60 St. Nicholas EST. POP. 95 Prairie EST. POP. 25 Farming EST. POP. 80 2 2 4 5 3 2 2 13 13 15 15 17 17 17 19 19 19 21 21 21 23 23 25 25 27 27 27 29 29 29 15 31 31 31 31 31 31 31 31 33 33 33 33 33 33 33 33 33 35 35 35 35 35 35 1 1 1 1 3 3 3 3 3 3 5 5 5 5 5 5 7 7 7 7 7 7 9 9 9 9 9 9 11 11 11 13 13 13 13 15 15 15 15 15 15 17 17 17 17 17 17 19 19 19 19 19 19 21 21 21 21 21 21 23 23 23 25 25 25 27 27 27 27 29 29 29 29 29 29 27 27 35 35 35 1 11 11 13 13 23 23 25 25 1 3 5 52 9 2 2 2 2 2 15 23 138 137 121 6 50 50 50 51 160 160 160 139 139 139 41 10 10 10 117 42 42 23 23 23 23 161 161 177 195 32 12 12 12 12 111 23 23 23 158 158 140 140 140 22 22 22 22 22 55 55 180 180 34 34 34 34 9 9 9 162 162 43 43 43 123 123 123 71 23 71 49 49 21 21 21 163 163 164 164 165 165 165 148 48 48 149 149 147 147 8 8 8 146 146 141 141 47 KIMBALL EDEN VALLEY ROSCOE RICHMOND COLD SPRING ST. MARTIN Lake Lake Lake Lake Lauer Kranz Little Rice Koop Minnie Mud Clear Big Rice Lake School L. L. L. L. L. L. Sand Mud L. S p unk Eagle L. Island Long Lake Big Watab Lake Little Watab Zimmer Ketten Lake Lake L. L. L. Dullinger Kraemer Lake Lake S o . F o r k W a t a b R. S a u k Beaver Lake Jacobs Rockville L. L. L. Grand Lake Rausch Mud Pleasant Lake Great Northern L. L. L. Krays L. Zum- walde Knaus Bolfing L. Byer Lake Cedar Island L. Ri v e r Roschien L. Becker L. L. Schroeder L. Horse- shoe L. Big Lake Long L. L. L. L. L. Flint Meyers L. Ganzer Deep Pirz Lake No. Browns So. Browns Lake Rice Lake Mud Fink L. Lake Goodners Lake School L. Pearl Lake L. Island Lake Days Lake Carnelian L. Murray L. School Section Swamp L. Carter L. 0. 3 1 . 4 5.8 1.1 3.7 0.3 0.2 5.2 0. 7 1. 0 9.1 3.5 0. 8 16 8 4 4 5 5 10 3 13 5 14 7 8 15 11 3 3 4 8 15 8 12 17 3 3 6 5 9 3 3 3 8 5 55 3 6 4 3 4 8 6 4 5 8 R 3 3 3 8 19 8 6 7 6 6 4 8 8 11 11 12 6 3 3 3 7 WP 212 12 9 3 R 2 96 5 10 4 4 5 5 18 6 2 33 8 2 4 25 2 R 3 5 12 4 7 18 20 24 7 7 7 6 6 6 9 16 5 3 22 6 5 A 4 7 3 3 12 6 3 4 5 5 3 13 R R 14 6 8 10 25 4 14 3 13 6 4 9 10 13 5 8 R 3 7 19 7 4 4 4 3 17 5 10 5 3 4 6 8 11 7 18 A COMPANY NATURAL NORTHERN 4'' 6'' 8' ' CO AMERI CAN OIL CO CO AREA WATERFOWL WATERFOWL AREA WATERFOWL AREA SCHOOL SECTION LAKE GAME REFUGE WATERFOWL AREA 47 11 Schackman 160 138 8 3 POP. 866 POP. 2,975 POP. 116 POP. 278 E D E N L A K E M U N S O N L U X E M B U R G M A I N E P R A I R I E F I E L D W A K E - S T. J O S E P H V I L L E C O L L E G E - F A R M I N G 6'' 23 31 Lake C . P . R. S y s . C. P. R. Sys. 9 114 hien T 10 3 3 Long L. Big Fish Lake 2 11 Lake Eden POP. 1,213 ROCKVILLE POP. 2,569 1.9 134 138 2 S a uk N L R Marty 83 49 82 82 INDEX MAP PROJECT LOCATION END PROJECT 4000 SCALE IN FEET BEGIN PROJECT NOT TO SCALE WB-62 AASHTO 2011 (US) WB- 62 AASHTO2011( US) WB- 62 AASHTO2011 ( US) WB-62 AASHTO 2011 (US) WB- 62 AASH TO2011( US) WB-62 AASHTO 2011 (US) WB-62 AASHTO 2011 (US) WB- 62 AASHTO2011( US) DESIGN WB-62 TURNING MOVEMENTS CO RD 114 LEGEND 2040 PROJECTED AM (PM) PEAK HOUR VOLUMES 5 (5) 455 ( 575 ) 5 (0) 5 ( 0 ) 5 ( 0 ) 5 ( 0 ) 0 (0) 405 ( 545 ) 10 (35) 5 ( 0 ) 3 0 ( 20 ) 25 ( 20 ) WB-6 2 AASHTO2011( US) WB-6 2 AASHTO2011( US) WB-62 AASHTO 2011 (US) WB-62 AASHTO2011( US) WB-62 AASHTO 2011 (US) WB- 62 AASHTO2011( US) WB-62 AASHTO 2011 (US) WB- 62 AASHTO2011( US) WB- 62 AASHTO2011( US) WB-62 AASHTO2011( US) WB-62 AASHTO 2011 (US) WB- 62 AASHTO2011( US) WB- 62 AASHTO2011( US) WB-62 AASHTO2011( US) WB- 62 AASHTO2011( US) WB-62 AASHTO 2011 (US) DESIGN WB-62 TURNING MOVEMENTS CO RD 123 LEGEND 2040 PROJECTED AM (PM) PEAK HOUR VOLUMES 5 (5) 480 ( 590 ) 0 (0) 5 (10) 410 ( 575 ) 0 (0) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 15 ( 1 0 ) 0 ( 0 ) 5 ( 5 ) CLOSE PROPOSED SHOULDER PROPOSED ROADWAY PROPOSED TRAIL APPROX. WETLAND BOUNDARY CONSTRUCTION LIMITS PARCEL BOUNDARY ACCESS CLOSED ROADWAY REMOVAL PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY LEGEND EXISTING ACCESS CONTROL APPROX. FLOODPLAIN BOUNDARY POTENTIAL ACQUISITION POTENTIAL DRAINAGE BASIN PROPOSED AGGREGATE SURFACING 100 SCALE IN FEET DIRECTION OF FLOW PROPOSED TEMPORARY EASEMENT APPROX. FLOODWAY BOUNDARY WETLAND IMPACTS FLOODPLAIN IMPACTS MUNICIPAL BOUNDARY PROPOSED RANDOM RIPRAP PROPOSED DRAINAGE PIPE/STRUCTURE SPECIAL DITCH GRADE ROADWAY CLEAR ZONE MH WORK DONE BY OTHERS DISTRICT COUNTY PROJECT LOCATION : STEARNS 8 and 3 WB-62 AASHTO 2001 (US) WB-62 AASHTO 2001 (US) DESIGN WB-62 TYPICAL U-TURN MOVEMENTS WB-62 AASHTO 2001 (US) WB-62 AASHTO 2001 (US) DESIGN WB-62 TYPICAL U-TURN MOVEMENTS CLOSE PROPOSED SHOULDER PROPOSED ROADWAY PROPOSED TRAIL APPROX. WETLAND BOUNDARY CONSTRUCTION LIMITS PARCEL BOUNDARY ACCESS CLOSED ROADWAY REMOVAL PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY LEGEND EXISTING ACCESS CONTROL APPROX. FLOODPLAIN BOUNDARY POTENTIAL ACQUISITION POTENTIAL DRAINAGE BASIN PROPOSED AGGREGATE SURFACING 100 SCALE IN FEET DIRECTION OF FLOW PROPOSED TEMPORARY EASEMENT APPROX. FLOODWAY BOUNDARY WETLAND IMPACTS FLOODPLAIN IMPACTS MUNICIPAL BOUNDARY PROPOSED RANDOM RIPRAP PROPOSED DRAINAGE PIPE/STRUCTURE SPECIAL DITCH GRADE ROADWAY CLEAR ZONE MH WORK DONE BY OTHERS MATCH LINE - EB TH 23 STA. 574+00 SEE LAYOUT 2 MATCH LINE - EB TH 23 STA. 716+00 SEE LAYOUT 4 MNT08-132980 TRUNK HIGHWAY 23 MEET ADA/PROWAG REQUIREMENTS 1. PEDESTRIAN ACCOMODATIONS MUST NOTE: SPRINKLER OVERHANG OUTSIDE PATH OF APPROXIMATE SPRINKLER WHEEL PATH FOR APPROXIMATE DURING THE R/W PROCESS APPROXIMATE AND WILL BE FINALIZED PRIVATE DRIVEWAY GEOMETRICS ARE NOTE: T. H . 23 PP MS Acti vit y 1140 T. H . 23 2018 ft. S cal e:H or. 1 i nch = 100 By S E H I nc. esti m ated for year 2040 P AR T 3 OF 6 Copy To: F or: The ali gnm ent and grades show n on thi s m ap are tentati ve and subj ect to change w ithout noti ce. Staff Approval The traffi c vol um es show n are __________________________________ Date: 20___ Prepared _____________ STAFF SE PTE MBE R 14 GAP - DAI L Y TRAFF I C F ORE CASTS SE H ME MO - HI GHWAY 23 __________________________________ APPROVAL A. J . T8 A280 P R OP OS E D F OUR L ANE E XP ANS I ON S . P . 7305 - 124 VI C I NI TY OF P AYNE S VI LLE , R OS C OE , AND R I C H MOND F R OM 3000' WE S T OF 263 rd AVE . TO E XI S TI NG BR I DGE NO. 73023 , APP R OAC H P ANEL . DESI GN FI LE: DATE: S:\KO\M \ M nt 08 \ 1 32 980\4 - p rel i m - dgn- r pt s\Pr ef e rr ed\Staff A p p r ove d L a y out s\CP73051 24 _ p l a n l yt - DI S T RI CT SET. dgn 3 / 8 / 2 0 1 9 MOTORISTS WITH A SAVINGS OF PROJECT COST. THIS WAS PROPOSED AS A MINIMAL IMPACT TO THE 12' MINIMUM, AND HAS A WIDTH OF 11'. 1. THE INSIDE (PASSING) LANE DOES NOT MEET DESIGN EXCEPTIONS: TO ACCOMODATE CO RD 114 REALIGNMENT. ADJUSTMENTS TO SPRINKLER WILL BE DONE NOTE: P repared J UL Y PLAN 3 OF 4 S TUDY L AYOUT TO DI S TR I C T BASIN 5074 RATE CONTROL BASIN 5220 INFILTRATION BASIN 5223 INFILTRATION BASIN 5096 RATE CONTROL BASIN 5220 TEMP SEDIMENT 48 HOURS. WILL INFILTRATE WITHIN WATER BELOW OUTLET INVERT A PERMANENT POOL OF WATER. ARE DESIGNED TO NOT HAVE ALL INFILTRATION BASINS 48 HOURS. WILL INFILTRATE WITHIN WATER BELOW OUTLET INVERT A PERMANENT POOL OF WATER. ARE DESIGNED TO NOT HAVE ALL INFILTRATION BASINS A PERMANENT POOL OF WATER ARE DESIGNED TO NOT HAVE ALL RATE CONTROL BASINS A PERMANENT POOL OF WATER ARE DESIGNED TO NOT HAVE ALL RATE CONTROL BASINS PROPOSED GUARDRAIL PROPOSED GUARDRAIL 1 10 6 1108 1 110 1 1 1 2 1114 1114 1114 1 1 1 6 1 1 16 111 6 1116 1 1 1 8 1 11 8 1118 1118 1118 1120 1 1 22 1124 1 1 26 1128 1 1 1 9 111 9 1119 1119 11 19 1140 1 140 11 4 0 1140 1140 1140 11 4 0 1140 1 140 1 13 6 1136 L AYOU T 1 L A Y OU T 2 L A YOU T 3 L A YO U T 4 11' 11' 1.5' PI 1.5' PI 1.5' PI THRU LANE SHLD THRU LANE SHLD P.I. 1.5' P.I. 1.5' PAVED COUNTY ROADS 8' DITCH 1 : 3 8' DITCH 1 : 3 8' DITCH THRU LANE 12' 3' P.I. 0.5' 0.02 THRU LANE 12' P.I. 0.5' 0.02 GRAVEL SIDE ROADS 8' DITCH 1 : 3 TYPICAL SECTION B-B TYPICAL SECTION A-A TYPICAL SECTION C-C 5' 5' 5' PROPOSED T.H. 23 3.5' TYPICAL DITCH 10' SHLD 8' 2' 1.5' PI 10' SHLD 8' 2' * 120' CL SPACING FROM STA. 738+03 TO STA. 769+04 MEDIAN 90' 68' 8' 8' SHLD INP. INP. THRU INP. THRU SHLD INP. INPLACE TYPICAL SECTION EXISTING T.H. 23 C L 0.02 1 : 4 12' 12' 0.02 1 : 4 100' (TYPICAL) R/W 1 : 6 1 : 6 ZONE CLEAR 1 : 6 1 : 6 ZONE CLEAR C C 12' THRU LANE 12' THRU LANE 0 . 04 0 . 02 0 . 02 4' THRU LANE 4' THRU LANE VARIABLE L L EB 23 WB 23 1 : 4 V A R I A B L E 1 : 3 M A X I M U M 0 . 02 0 . 02 1 : 4 C L 8' 12' 0 . 04 0 . 02 0 . 04 0 . 02 1 : 4 8' 12' R/W 100' (TYPICAL) 1 : 4 1 : 4 C L 1 : 4 0 . 0 4 11' 11' 1.5' PI 8' DITCH 5' PROPOSED T.H. 23 10' SHLD 8' 2' 1.5' PI 10' SHLD 8' 2' 10' 10' 44' 100' (TYPICAL) R/W 1 : 6 ZONE CLEAR 1 : 6 ZONE CLEAR C C 12' THRU LANE 12' THRU LANE 0 . 04 0 . 0 2 0 . 02 THRU LANE THRU LANE L L EB 23 WB 23 1 : 4 VA R I A B L E 1 : 3 M A X I M U M 0 . 02 0 . 0 2 1 : 4 R/W 100' (TYPICAL) 0 . 0 4 SHLD SHLD TYPICAL SECTION A2-A2 TO DISTRICT ONLY LAYOUT PROVIDED TO DISTRICT ONLY LAYOUT PROVIDED TO DISTRICT ONLY LAYOUT PROVIDED