1
? ? ? ? ? ? ? ? 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

TYPICAL SECTION A2-A2 T.H. 23 GAP NORTHSIDE EXPANSION ... · pit pit pit pit pit pit pit??? stock epile pit? pit pit pit pit f? umh? s s f f pit pit pit pit 100 ye ar flo odp lai

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Page 1: TYPICAL SECTION A2-A2 T.H. 23 GAP NORTHSIDE EXPANSION ... · pit pit pit pit pit pit pit??? stock epile pit? pit pit pit pit f? umh? s s f f pit pit pit pit 100 ye ar flo odp lai

?

?

?

??

?

?

?

PIT

PIT

PIT

PIT

PIT

PIT

PIT

?

?

?

STOCK PILE

PIT

?

PIT

PIT PIT

PIT

F

?

UMH

?

S

S

F

F

PIT

PIT

PIT

PIT

100 YEAR FLOODPLAIN

100 YEAR FLOODPLAIN

88

89

90

108

116

118

155

156

158

186

187

189

213

213

214

215

215

216

216

216

221

227

237

237

238

259

259

276

278

279

279

280

297

303

312

221

303

MICHELLE M REINKE

CRAIG G &

23.13784.0010

KOETTER TRUST

HERBERT

23.13785.0000

LORRAINE T LAUER

EUGENE J &

23.13784.0000

LORRAINE T LAUER

EUGENE J &

23.13583.0000

M SCHLANGEN

ALVER E & DARLENE

23.13801.0000

SANDRA LEY

LEROY &

23.13791.0030

JUDY L MCCOOL

CHARLES B &

78.42411.0000

LIESER

DONALD B

78.42408.0000

CRYSTAL L LEY

DANIEL L &

23.13791.0020

KOETTER TRUST

HERBERT

23.13790.0000

KOETTER TRUST

HERBERT

23.13790.0000

KOETTER TRUST

HERBERT

23.13790.0000

- N CENTRAL

KNIFE RIVER CORP

23.13791.0010

DUININCK INC

23.13787.0000

DUININCK INC

23.13787.0000

CONTROL

MINNESOTA-POLLUTION

STATE OF

23.13909.0510

GENERATIONS LLC

WEIS

23.13786.0000

KOETTER TRUST

HERBERT

23.13785.0000

ELFERING

KURT K

23.13785.0001

SHIRLEY RAUSCH

RAYMOND L &

23.13782.0008

SHIRLEY RAUSCH

RAYMOND L &

23.13782.0000

T GERTKEN

DANIEL

23.13796.0000

SCHLANGEN

LEROY & MARGARET

23.14556.0000

& JANET ZWIEFEL

FREDRICK III

23.13794.0000

B LIESER

DONALD

23.13793.0000

SCHLANGEN

LEROY & MARGARET

23.13801.0010

JUDY L MCCOOL

CHARLES B &

23.13793.0002

LIESER

DONALD B

78.42408.0000

LIESER

DONALD B

23.13793.0000

DUININCK INC

23.13789.0000

LORRAINE T LAUER

EUGENE J &

23.13583.0000

REV TRUST

GARY A REINKE

23.13783.0000

ROTHSTEIN

MARCELLUS

23.13770.0000

ROTHSTEIN

MARCELLUS

23.13770.0000

ROTHSTEIN

MARCELLUS J

23.1

3592.0

000

LORRAINE

T LAUER

EUGENE J

&

23.1

3591.0

000

JEREMY SCHLANGEN

23.13792.0000

JEREMY SCHLANGEN

23.13792.0000

1142.0

1142.0

1142.0

1144.0

1144.0

1144.0

1144.0

1146.0

1146.0

1146.0

1146.0

1148.0

1148.0

1148.0

1148.0

1150.0

1150.0

1150.0

1150.0

1150.0

1152.0

225

230

578

300 577

241

576

260

587

588

261

290

MH

MH

MH

1115

1115

1115

1115

1120

1120

1120

1120

1120

1120

1120

1120

1120

1120

1120

1125

1125

1125

1125

1125

1125

1125

1125

1125

1125

1125

1125

1130

1130

1130

1130

1130

1130

1130

1130 11301135

1112

1113

1114

1114

1116

1116

1117

1117

1118

1118

1119

1119

1119

1119

1119

1121

1121

1121

1121

1121

1121

1121

1122

1122

1122

1122

1122

1122

1122

1122

1123

1123

1123

1123

1123

1123

1123

1124

1124

1124

1124

1124

1124

1126

1126

1126

1126

1126

1126

1127

1127

1127

1127

1127

1128

1128

1128

1128

1128

1129

1129

1129

1129

1129

1131

1131

1131

1131

1132

1132

1132

1132

1133

1133

1133

1133

1134

1134

1118

113511351135

1135

1135

1135

1135

1135

1135

1135

1135

1135

1135 1135

1140

1140

114011401140

1140

1140

1140

1140

1140

1140

1140

1140

1140

1140

1140 1140

1700

500

505

510

PI

PI

10

12

PI

575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660

PC. 66

2+

55.

76

665

670

PT. 671

+52.47

675

680

685

690

695

700

705

710

715

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

675

680

685

PC. 687

+18.36

690

695

PT. 696

+45.55

PI

PC. 698

+55.55

700

705

PT. 707

+82.75

PI

710

715

PI

600

605

10

15

PI

PI

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

CURVE 1320

CURVE 1325

CURVE 1330

CURVE 1040

CO RD 114

246T

H

AV

E

KO

LLIN

G

CREEK

CO

RD 12

3

ROSCHIEN LAKE

RAUSCH MARSH

RIGHT OUT ONLY

RIGHT IN,

RIGHT OUT ONLY

RIGHT IN,

RIGHT OUT ONLY

RIGHT IN,

RI

GH

T

OU

T

ON

LY

RI

GH

T I

N,

RIGHT OUT ONLY

RIGHT IN,

OBLITERATE OB

LI

TE

RA

TE

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

CLOSE

CLOSE

CLOSE

CLOSE

CLOSE

CLOSE

CLOSE

CL

OS

E

EXTRA R/W FOR SNOW STORAGE

EXTRA R/W FOR SNOW STORAGE

EXTRA R/W FOR SNOW STORAGE

4' SHLD

11' THRU

12' THRU

12' X 480' LTL

11' THRU

12' THRU

12' X 480' RTL

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' RTL

11' THRU

12' THRU

11' THRU

12' THRU

12' X 500' LTL11' THRU

12' THRU12' X 500' RTL

11' THRU

12' THRU

12' X 500' LTL

12' THRU

11' THRU

4' SHLD

12' THRU

11' THRU

11' THRU

12' THRU

12' X 500' LTL

12' THRU

11' THRU

4' SHLD11' THRU

12' THRU

12' X 500' RTL

12' X 500' LTL

12' THRU

11' THRU

4' SHLD11' THRU

12' THRU

12' X 500' RTL

4' SHLD11' THRU

12' THRU

12' X 500' RTL

12' X 500' LTL12' THRU

11' THRU

4' SHLD

12' THRU

12' THRU

12'

TH

RU

12'

TH

RU

8'

SH

LD

1:15

1:15

1:15

1:15

1:15

1:15

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

FLARE

1:7 PARABOLIC

FLARE

1:7 PARABOLIC

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

FLARE

1:7 PARABOLIC

FLARE

1:7 PARABOLIC

FLARE

1:7 PARABOLIC

FLARE

1:7 PARABOLIC

FLARE

1:7 PARABOLIC

FLARE

1:7 PARABOLIC

(CHA: CR114){ CO RD 114

(CHA: FRONTAGE700){ FRONTAGE RD A

A

B

B

A

A

PI

PE

LI

NE

PO

SSI

BL

E

BU

RI

ED

CLOSE

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

EXIS

TI

NG

BRI

DG

E (

BO

X) 8104

=25

R=25

R

=80'

R

=25'

R

12' INP

12' INP

32'

12' I

NP

12' I

NP

2'

SH

LD I

NP

2'

SH

LD I

NP

13'

20'

32'

90'

NORTH OF TH 23CO RD 114

T.H. 23

T.H. 23

T.H. 23

SOUTH OF TH 23, EAST OF ROSCOECO RD 123

10' SHLD (8' PAVED + 2' GRAVEL)

10' SHLD (8' PAVED + 2' GRAVEL)

(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 =70'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'

32'

=80'

R

=50'

R

=60'

R

=25'

R

=25'

R

=60'R

=80'

R

=40'R

40'

32'20'

40'

44'

32'

16' T

HR

U

16' T

HR

U

+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

+06.0

+63.3

+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+06.3 +18.3+88.3

+35.2

+35.2

+15.2

+15.2

+90.2+02.2

+73.4

=20'

R

=20'

R

=72'R=40'

R

=25'

R

=25'

R=2

5'

R

=25'

R

=20'

R

=20'

R

=25'

R =25'

R

10' SHLD

10' SHLD

10' SHLD

32'

32'

MEDIAN BARRIER

MEDIAN BARRIER

90'

30'

=25'

R

=25'

R

11'

52'

12'

16'

=25'

R

=20'

R

20'

29'

32'

24'

+64.3

+87.5

+6.8

+74.2

+34.0

+21.1

1:10

1:10

2.5' SHLD INP

2.5' SHLD INP

8'

12'

12'

8'

+26.2+86.2

=60'

R

=60'R

A2

A2

1:10

1:10

1:10

30'

30'

4' SHLD

4' SHLD

1:10

1:10

30'

30' 30'

30'

30' 30'

30'

20'

20'

30'30'

30'30'

30'

30'

32'

28'

2.5' SHLD12'

12'

2.5' SHLD

0.06

0.020.02

0.035

0.035

0.020.02

0.06

0.00

0.02

0.02

0.02

0.02

0.02

0.02

+74

+58

+99

+25

+39

+97+23

+75

+86

+07

+36+32

+28

+96 +92 +88

+20+16

+12

+4

0 +11

+03

0.02

0.02

+30

P A Y N E S V I L L E

Z I O N

LAKE

POP. 90

HENRY

PAYNESVILLE

ROSCOE

Fork

Crow

No.

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

SL

WP

R

WILDLIFE

AREA

WATERFOWL

AREA

WATERFOWL

AREA

N.

N.

NG

3''

G.

CO.

3

2

0.2

13

9 11

1

7

5

13 17

19

25 29

15 13

2321

27 25

31 3335

1

9

11

3

15 13

2321

19

17

7

5

5.0

16 16

16

10

10

12

32

32

195

130

130

130

130

33

33

33

33

179

179

181

554

4

23

23

23

123

34

34

123

4

178

130

POP. 2,267

POP. 116

Lake

LakeRice

Rice

4

C.P.

R.

Sys.

4

3

66

2

PAYNESVILLE

MUNICIPAL

AIRPORT

P A Y N E S V I L L E

Z I O N

LAKE

POP. 90

HENRY

PAYNESVILLE

ROSCOE

Fork

Crow

No.

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

SL

WP

R

WILDLIFE

AREA

WATERFOWL

AREA

WATERFOWL

AREA

N.

N.

NG

3''

G.

CO.

3

2

0.2

13

9 11

1

7

5

13 17

19

25 29

15 13

2321

27 25

31 3335

1

9

11

3

15 13

2321

19

17

7

5

5.0

16 16

16

10

10

12

32

32

195

130

130

130

130

33

33

33

33

179

179

181

554

4

23

23

23

123

34

34

123

4

178

130

POP. 2,267

POP. 116

Lake

LakeRice

Rice

4

C.P.

R.

Sys.

4

3

66

2

PAYNESVILLE

MUNICIPAL

AIRPORT

3

2

2

31 3333

35

1

1

3

3

5 5

5

5

77

7

9

9

11

131517 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

BolfingL.Cedar

IslandL.

River

RoschienL.

Becker

L.L.

Schroeder L.Horse-shoe L.

Big

Lake

LongL.

L.

MeyersL.Ganzer

DeepPirzLake

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

33

7

WP

212 12

9

3R

2 96

5

10

4

5

5 18

6

5

6

49

1013

58

R

3

7

19

7

4

4

4

3

17

510

53

4

6

8

11

7

18A

NATURAL

NORTHERN

4''

CO

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

hienT

10

3

POP. 1,213

Sauk

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

Sauk

River

Fork

Crow

No.

R.

3.1

1.8

0.2

2.4

0.9

0.2

3.5

0.4

1.4

4

7 13 57

7

2 3

5

5

5 5

8

236

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

13

9 11

31

1

7

5

13 17

19

25 29

15 13

2321

27 25

31 3335

1

9

11

3

15 13

23

2725

35

31

29

21

19

17

7

5

5.0

16 16

16

10

10

10

10

23

12

12

12

12

1114

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

554

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.

Sys.

4

3

21

66

2

PAYNESVILLE

MUNICIPAL

AIRPORT

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

Sauk

River

Fork

Crow

No.

R.

3.1

1.8

0.2

2.4

0.9

0.2

3.5

0.4

1.4

4

7 13 57

7

2 3

5

5

5 5

8

236

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

13

9 11

31

1

7

5

13 17

19

25 29

15 13

2321

27 25

31 3335

1

9

11

3

15 13

23

2725

35

31

29

21

19

17

7

5

5.0

16 16

16

10

10

10

10

23

12

12

12

12

1114

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

554

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.

Sys.

4

3

21

66

2

PAYNESVILLE

MUNICIPAL

AIRPORT

MartyEST. POP. 50

MainePrairieEST. POP. 60

St. NicholasEST. POP. 95

PrairieEST. POP. 25

FarmingEST. POP. 80

2

2

4

5

3

2

2

1313

1515

17

1717

191919 2121212323

2525 27

2727

2929

29

15

31

31

31

3131

3131

31

3333 33

333333

33 3333

35

35

35

35

35

35

1 1

11

3

33

3

33

5 55

55

5

77

7

777

9 9

9

99

9

11

11

11

1313

1313

15

1515

1515

15

17 17 17

1717

17

19

19

19

19

19

19

21 21 21

2121

21

23

2323

25

2525

27

27

2727

29

2929

29

2929 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

23138

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

158140

140

140

22

22

22

22

225555

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

147147

8

8

8

146

146

141

141

47

KIMBALL

EDENVALLEY

ROSCOE

RICHMOND

COLDSPRING

ST. MARTIN

Lake

Lake

Lake

Lake

Lauer

Kranz

LittleRice

Koop

Minnie

Mud

Clear

BigRiceLake

School

L. L.

L.

L.

L.

L.Sand

MudL.

Spunk

EagleL.

Island

LongLake

BigWatabLake

LittleWatab

Zimmer

Ketten

Lake

Lake

L. L.

L.Dullinger

KraemerLake

Lake

So.F

ork

Watab

R.

Sau

k

Beaver

Lake

Jacobs RockvilleL.

L.

L.

Grand

Lake

Rausch

Mud

PleasantLake

Great

Northern

L.

L.L.

Krays L.Zum-walde

Knaus

BolfingL.

ByerLake

CedarIslandL.

River

RoschienL.

Becker

L.L.

Schroeder L.Horse-shoe L.

Big

Lake

Long

L.L.

L.

L.

L.

Flint

MeyersL.Ganzer

DeepPirzLake

No.Browns

So.Browns

Lake

Rice

Lake

Mud

FinkL.

Lake

GoodnersLakeSchool L.

Pearl

Lake

L.

IslandLake

DaysLake

CarnelianL.

MurrayL.

SchoolSection

Swamp L.

CarterL.

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

64

5

8

R

3

3

3

8

19

8

6

7

6

6

4

8

8

11

11

12

6 3

33

7

WP

212 12

9

3R

2 96

5

10

4

4

5

5 18

6

2

33

8

2

425

2

R

3

5

12

47

18

20

24

77

7

6

6

6

9

16

5

3

22

6

5

A

4

7

33

12

6

3

4

5

5

313

R

R

14

6810

25

4

14

3

13

6

49

1013

58

R

3

7

19

7

4

4

4

3

17

510

53

4

6

8

11

7

18A

CO

MP

AN

Y

NATURAL

NORTHERN

4''

6''

8''

CO

AMERICAN

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.

Sys.

C. P. R. Sys.

9

114

hienT

10

3

3

LongL.

Big

Fish

Lake

2

11

LakeEden

POP. 1,213

ROCKVILLEPOP. 2,569

1.9

134

138

2

Sauk

NLR

Marty

83

49

82

82

INDEX MAPPROJECT LOCATION

END PROJECT

4000

SCALE IN FEET

BEGIN PROJECT

NOT TO SCALE

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-

62

AAS

HTO 2011 (U

S)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-

62

AAS

HTO 2011 (U

S)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-

62

AAS

HTO 2011 (U

S)

(c) 2015 Transoft Solutions, Inc. A ll rights reserved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-

62

AAS

HTO 2011 (U

S)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

DESIGN WB-62TURNING MOVEMENTS

CO RD 114

LEGEND2040 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)

30 (2

0)

25 (2

0)

WB-62

AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62

AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-

62

AASHTO 2011 (U

S)

(c) 2

015

Trans

oft S

olutio

ns, In

c. All ri

ghts

reserv

ed.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-

62

AASHTO 2011 (U

S)

(c) 2

015

Trans

oft S

olutio

ns, I

nc. A

ll righ

ts res

erved.

WB-

62

AASHTO 2011 (U

S)

(c) 2

015

Trans

oft S

olutio

ns, I

nc. A

ll righ

ts res

erved.

WB-62

AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-

62

AAS

HTO 2011 (U

S)

(c) 2

015

Trans

oft S

olutio

ns, I

nc. A

ll righ

ts res

erved.

WB-

62

AASHTO 2011 (U

S)

(c) 2

015

Trans

oft S

olutio

ns, I

nc. A

ll righ

ts res

erved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-

62

AASHTO 2011 (U

S)

(c) 2

015

Trans

oft S

olutio

ns, I

nc. A

ll righ

ts res

erved.

WB-62AASHTO 2011 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

DESIGN WB-62TURNING MOVEMENTS

CO RD 123

LEGEND2040 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 BOUNDARYPOTENTIAL 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-62AASHTO 2001 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62AASHTO 2001 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

DESIGN WB-62

TYPICAL U-TURN MOVEMENTS

WB-62AASHTO 2001 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

WB-62AASHTO 2001 (US)

(c) 2015 Transoft Solutions, Inc. All rights reserved.

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 BOUNDARYPOTENTIAL 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

MA

TC

H

LI

NE -

EB

TH

23

ST

A.

57

4+

00

SE

E

LA

YO

UT

2

MA

TC

H

LI

NE -

EB

TH 23

ST

A. 716

+00

SE

E

LA

YO

UT 4

MNT08-132980

TRUNK HIGHWAY 23

MEET ADA/PROWAG REQUIREMENTS

1. PEDESTRIAN ACCOMODATIONS MUST

NOTE:

SPRINKLER OVERHANGOUTSIDE PATH OFAPPROXIMATE

SPRINKLER WHEEL PATH FORAPPROXIMATE

DURING THE R/W PROCESS

APPROXIMATE AND WILL BE FINALIZED

PRIVATE DRIVEWAY GEOMETRICS ARE

NOTE:

T.H. 2

3

PP

MS

Activit

y

1140

T.H. 23

2018

ft.

Scale:

Hor. 1 in

ch

= 100

By

SE

H Inc.

estim

ate

d f

or year 2040

PA

RT 3

OF 6

Co

py

To:

For:

The align

me

nt and

grades sho

wn o

n

this

map are te

ntativ

e

and subject to change

wit

ho

ut notic

e.

Staff

Appro

val

The traffic volu

mes sho

wn are

__________________________________

Date:

20___

Pre

pare

d _____________

ST

AFF

SEP

TE

MB

ER 14

GA

P -

DAIL

Y

TR

AFFIC

FO

RE

CA

ST

S

SE

H

ME

MO -

HIG

HW

AY 23

__________________________________

AP

PR

OV

AL

A.J.

T8

A280

PR

OP

OS

ED

FO

UR

LA

NE

EX

PA

NSIO

N

S.P. 7305-124

VICINIT

Y

OF P

AY

NES

VIL

LE,

RO

SC

OE,

AN

D

RIC

HM

ON

D

FR

OM

3000'

WES

T

OF 263rd

AV

E.

TO

EXIS

TIN

G

BRID

GE

NO. 73023,

AP

PR

OA

CH P

AN

EL.

DESIG

N

FIL

E:

DA

TE:

S:\

KO\

M\

Mnt08\132980\4-preli

m-dgn-rpts\

Preferre

d\

Staff

Appro

ve

d

Lay

outs\

CP7305124_pla

n lyt -

DIS

TRIC

T

SE

T.d

gn

3/8/2019

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:

Pre

pare

d J

UL

Y

PLAN 3 OF 4

ST

UD

Y

LA

YO

UT

TO

DIS

TRIC

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

1106

1108

1110

1112

1114

1114

1114

1116

1116

1116

1116

1118

1118

1118

1118

1118

1120

1122

112411

26

1128

11191119

1119

1119

1119

1140

1140

1140

1140

1140

11401140

1140

1140

1136

1136

LAYO

UT 1

LA

YO

UT 2

LAYOUT 3LAYOUT 4

11'11' 1.5'

PI

1.5'

PI

1.5'

PI

THRU LANESHLD THRU LANE SHLDP.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 SECTIONEXISTING T.H. 23

CL

0.02

1:4

12'12'

0.02

1:4

100' (TYPICAL)

R/W

1:61:6

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 23WB 23

1:4

VARIABLE1:3 MAXIMUM

0.02 0.02

1:4

CL

8' 12'

0.04 0.02 0.04 0.02

1:4

8'12'

R/W

100' (TYPICAL)

1:41:4

CL

1:4

0.04

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 0.02 0.02

THRU LANE THRU LANE

L L

EB 23WB 23

1:4

VARIABLE1:3 MAXIMUM

0.02 0.02

1:4

R/W

100' (TYPICAL)

0.04

SHLD SHLD

TYPICAL SECTION A2-A2

TO DISTRICT ONLY

LAYOUT PROVIDED

TO DISTRICT ONLY

LAYOUT PROVIDED

TO DISTRICT ONLY

LAYOUT PROVIDED