UPDATED: UPDATED: FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT D B 22854 , P G 3 5 2 2 S T ELL C O E N T E R P R I S E S L L C 0 9 E 1 1 0 19 2 DB 20575, PG 1285 1703 DUNN LLC 10E430061 DB 18642, PG 4266 BESSELMAN KAREN ETAL 10E430050 DB 18041, PG 2004 DDI MEDIA 10E440244 D B 1 6 0 1 8 , P G 0 8 9 9 T R U S T E E F R A N K E R U T H 10 E 4 4 0 2 5 3 D B 17 0 1 8 , P G 2 7 4 7 L I M I T E D P A R T N E R S H I P C R O S S F A M I L Y R E A L E S T A T E 1 0 E 4 4 0 2 6 2 D B 6 8 82 , P G 1 3 4 5 HU S T O N K E N N E T H L E T A L 1 0 E 4 4 0 0 6 0 D B 6 8 2 6 , P G 1 5 0 2 S T E AK N S H A K E R A S H J O N E S O R A L E T A L 1 0 E 4 4 0 0 7 1 D B 1 9 6 4 4 , P G 2 0 9 6 P R O P E R T I E S 1 3 L L C R E A L T Y I N C O M E 1 0 E 4 4 0 1 3 4 D B 1 8 4 1 0 , P G 6 1 2 J R F I N A N C I A L L L C 0 9 E 1 2 0 5 9 7 D B 1 7 2 3 7 , P G 2 0 9 H O F E R J O S E P H S 9 E 1 2 0 5 8 6 D B 1 7 6 4 7 , P G 2 5 3 9 P L A Z A L L C M C W - R D S I E R R A V I S T A 0 9 E 2 1 0 2 9 2 D B 1 0 3 1 6 , P G 1 3 8 7 F OX S A M U E L T R U S T E E 10 E 4 40 1 9 2 D B 1 3 4 8 1 , P G 0 3 0 5 O P E R A T I O N S L L C C O M M E R C I A L B F S R E T A I L & 1 0 E 5 3 0 2 5 1 D B 1 7 6 4 7 , P G 2 5 3 9 V I S T A P L A Z A L L C M C W - R D S I E R R A 1 0 E 5 3 0260 D B 1 6 8 4 5 , P G 0 6 89 W A L L I S O I L C O I N C 1 0 E 4 40 0 2 4 D B 1 6 8 3 0 , P G 1072 W A L L I S O I L C O I N C 1 0 E 44 0 0 33 D B 18177 , P G 0 6 3 3 W A L L I S O I L C O I N C 1 0 E 5 3 0 2 8 2 D B 2 0 9 6 5 , P G 1 0 9 6 A M I K U S H I N C 1 0 E 5 3 0 1 1 4 P G 1 8 1 0 D B 1 2 6 3 9 , A M I K U S H I N C 1 0 E 5 3 01 5 0 P G 2 7 7 9 D B 2 2 7 1 0 , D U N N R O A D L L C P E C L I N V E S T M E N T S 1 0 E 5 3 0 3 7 0 P G 1 7 06 D B 7 2 52 , M E R C AN T I L E B A N K L E W I S & C L A R K 1 0 E 5 3 0 3 8 1 D B 1 7 1 9 6 , P G 2 96 5 P R O P E R T I E S L L C D & T C O L E 1 0 E 5 300 5 1 D B 2 2 2 1 6 , P G 7 9 6 R J C A L L C 1 0 E 5 304 4 4 D B 1 7 9 7 3 , P G 12 6 0 & G A S I N C C R Y S T A L F O O D S 1 0 E 5 3 0 0 1 3 D B 1 7 6 8 8 , P G 3 6 0 6 D U N N S T R E E T I N C S S & C O O F 1 0 E 5 3 03 16 D B 1 7 97 3 , P G 1 2 6 0 & G A S I N C C R Y S T A L F O O D S 1 0 E 5 3 0 0 3 1 DB 21885, PG 410 REV LIVING TRUST PFITZNER EBERHARD 10E540072 DB 08611, PG 2437 PATRICIA A H/W ADAMS JOHN G 10E540061 DB 21734, PG 1624 & JO ANN H/W MASON DONNY RAY 10E540050 DB 13571, PG 2060 COMPANY BUSKEN CONSTRUCTION 10E540032 DB 09197, PG 0212 USI 270 LP 10E540344 D B 205 3 2 , P G 5 0 2 2 C O R G A F L L C 1 0 E 6 3 0 2 0 5 D B 0 7 9 6 4 , P G 1 3 7 1 I R O N L L C S C H U C K M A NN O R N A M E N T A L 1 0 E 6 3 0 0 2 1 D B 1 6 9 5 3 , P G 2 0 7 8 M C D O N A L D S U S A L L C 9 E 1 2 0 6 4 1 DB 10543, PG 08 SCHNUCK MARKETS 9E120564 D B 71 9 48 , P G 01 6 7 D E P T O F P U B L I C H E A L T H & W E L F A R E 1 0 F 6 1 0 0 2 1 D B 7 1 94 8 , P G 01 6 7 D E P T O F P U B L I C H E A L T H & W E L F A R E 1 0 E 42 0 0 3 1 D B 2 0 4 4 8 , P G 1 1 3 3 J O E ' S S P H L L C 1 0 E 44 0 1 6 1 D B 1 8 5 4 1 , P G 2 64 8 C I R C L E O F L I GH T C H U R C H 1 0 E 4 4 0 1 7 0 D B 6 8 4 8 , P G 0 5 49 & D I AN N A J E A N L E E R O B E R T C H A R L E S 1 0 E 5 1 0 1 8 5 D B 17989 , P G 6 8 4 G R A V E S R ON A L D R 1 0 E 5 1 0 1 7 4 D B 6 3 7 2 , P G 20 1 8 & M A R Y L E E H K N I C H E L J A M E S R I C H A R D S O N 1 0 E 5 1 0 2 0 4 D B 19 0 4 5 , P G 1 4 5 7 T R U S T E E E T A L C O N L E Y K A R E N E 1 0 E 5 10 0 5 3 D B 2 1 9 6 5 , P G 3 5 4 R A F T E R Y G R E G O R Y D 1 0 E 51 0 16 3 D B 2 1 9 6 5 , P G 3 4 8 R A F T E R Y G R E G O R Y D 1 0 E 5 1 0 1 63 D B 2 1 4 7 2 , P G 3 52 3 R A F T E R Y G R E GO R Y D 1 0 E 5 2 00 6 3 D B 1 8 0 41 , P G 1 2 8 7 B & P P A R T N E R S H I P L L C 1 0 E 5 2 0 07 4 D B 1 78 1 8 , P G 1 0 3 9 & M C L A U G H L I N S U S A N H / W T R S W E I S E M I C H A E L G 1 0 E 5 2 0 1 13 D B 21 5 2 8 , P G 3 7 4 & M C L A UG H L I N S U S A N H / W T R S W E I S E M I C H A E L G 10 E 5 2 0 04 1 D B 1 9 3 1 3 , P G 4 5 1 1 E Q U I P M E N T C O M P A N Y M I S S I S S I P P I V A L L E Y 1 0 E 61 01 4 2 D B 20 0 2 1 , P G 33 1 5 I C E C O M P A N Y T H E H O M E C I T Y 1 0 E 61 0 1 8 6 DB 17237, PG 0214 HOFER JOSEPH 09E120036 DB 10226, SIBILLE M 09E1201 DB 17237, PG 0214 HOFER JOSEPH 09E120092 DB 10226, PG 2410 SIBILLE MARY HOFER 09E120070 DB 8220, PG 0108 AFSHARI ENTERPRISES INC 09E120081 DB 8220, PG 0108 AFSHARI ENTERPRISES INC 09E120069 DB 8220, PG 0108 AFSHARI ENTERPRISES INC 09E120058 DB 8220, PG 0108 AFSHARI ENTERPRISES INC 09E110026 DB 6391, PG 2597 & BETTY LEAH H/W HUGHES JERRY 09E110048 DB 6391, PG 2597 & BETTY LEAH H/W HUGHES JERRY 09E110047 D B 1 9 6 4 6 , P G 3 1 56 2 70 P R O P E R T I E S LL C 10 E 5 3 0 3 9 2 DB 18642, PG 4266 BESSELMAN KAREN ETAL 10E430041 DB 18642, PG 4266 BESSELMAN KAREN ETAL 10E430023 DB 18642, PG 4266 BESSELMAN KAREN ETAL 10E440107 BURLINGTON NORTHERN SANTA FE RAILROAD BURLINGTON NORTHERN SANTA FE RAILROAD SECTION 33 SECTION 34 SECTION 34 US SURVEY 2713 US SURVEY 2713 US SURVEY 112 L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P D B 1 5 5 7 5 , P G 0 5 5 7 L P S L A T E R L I T C H F I E L D 1 0 E 5 3 0 4 1 7 L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P ICINITY MAP V FACTOR OF 1.00008550. (GEOID09) AND ADJUSTED TO SURFACE USING A SCALE PLANE COORDINATE SYSTEM, NAD 83, EAST ZONE, NAVD 83 NOTE: ALL COORDINATES ARE BASED ON THE MISSOURI STATE HORZ SCALE 0 500 100 200 300 400 VERT SCALE 0 50 10 20 30 40 ICINITY MAP V SCHEMATIC SHEETS 1, 2 AND 3. ALIGNMENT INFORMATION PLEASE SEE NOTE: FOR TYPICAL SECTIONS AND HORIZONTAL ST LOUIS COUNTY HORZ SCALE 0 500 100 200 300 400 VERT SCALE 0 50 10 20 30 40 67 67 367 370 270 270 70 170 AC H N N DUNN RD NEW HAL L S F ERRY RD OL D HAL L S F ERRY RD FLORISSANT N EL I Z ABET H AVE C H A M B E R SR D W F L ORI SSANT AVE P E R S H A LL R D JENNINGS HAL L S F ERRY RD MI S S I S S I P P I RI V E R L I L AC AVE T47,R6E T47,R7E RI VERVI EW DR BEL L EF ONT AI NE RD CASTLE POINT GLASGOW VILLAGE BELLEFONTAINE NEIGHBORS DELLWOOD BRIDGETON COL DW ATER CREEK ST. LOUIS LAMBERT INTERNATIONAL AIRPORT HOWDE RS HE L LRD MO- 3 7 0 0 + 0 0 ( N O R T H ) 0 + 0 0 ( S O U T H ) MCDONNE L LBL V D HAZELWOOD D U NNR D S F L ORI SSANT RD ST ANN FERGUSON N HANL E Y RD CALVERTON PARK P E R S H A L L R D GRAHAM RD B E R K E L E Y A I R P O R T R D N HANL EY RD SPANISH LAKE N L I NDBERGH BL VD END PROJECT STA 806+50.00 LENGTH OF PROJECT = 80,650 FT = 15.53 MI TO 0.14 MI EAST OF ROUTE H PROJECT LIMITS: 0.25 MI NORTH OF I-70 180 LENGTH OF PROJECT = 80,650 FT = 15.53 MI TO 0.14 MI EAST OF ROUTE H CONSTRUCTION LIMITS: 0.25 MI NORTH OF I-70 JOB NO. J6I3020B PAVEMENT, GRADING, DRAINAGE, BRIDGES, RETAINING WALLS, LIGHTING, STRIPING, SIGNALS AND SIGNING (15.275 MI.) ROADWAY FUNCTIONAL CLASSIFICATION SPEED DESIGN 2040 2020 189,440 151,550 SCHEMATIC SHEETS 1, 2 AND 3. ALIGNMENT INFORMATION PLEASE SEE NOTE: FOR TYPICAL SECTIONS AND HORIZONTAL ST LOUIS COUNTY 67 67 367 370 270 270 70 170 AC H N N DUNN RD NEW HALL S F ERRY RD OL D HALL S F ERRY RD FLORISSANT N EL I Z ABET H AVE C H A M B E R SR D W F L ORI SSANT AVE P E R S H A LL R D JENNINGS HALL S F ERRY RD MI SS I S S I P P I RI V E R L I L AC AVE T47,R6E T47,R7E RI VERVI EW DR BELLEF ONT AI NE RD CASTLE POINT GLASGOW VILLAGE BELLEFONTAINE NEIGHBORS DELLWOOD BRIDGETON COL DW AT ER CREEK ST. LOUIS LAMBERT INTERNATIONAL AIRPORT HOWDE RS HEL LRD MO- 3 7 0 0 + 0 0 ( N O R T H ) 0 + 0 0 ( S O U T H ) MCDONNEL LBL V D HAZELWOOD D U NNR D S F L ORI SSANT RD ST ANN FERGUSON N HANLE Y RD CALVERTON PARK P E R S H A L L R D GRAHAM RD B E R K E L E Y A I R P O R T R D N HANLEY RD SPANISH LAKE N L I NDBERGH BL VD BEGIN PROJECT STA 0+00.00 END PROJECT STA 806+50.00 LENGTH OF PROJECT = 80,650 FT = 15.53 MI TO 0.14 MI EAST OF ROUTE H PROJECT LIMITS: 0.25 MI NORTH OF I-70 180 LENGTH OF PROJECT = 80,650 FT = 15.53 MI TO 0.14 MI EAST OF ROUTE H CONSTRUCTION LIMITS: 0.25 MI NORTH OF I-70 JOB NO. J6I3020B PAVEMENT, GRADING, DRAINAGE, BRIDGES, RETAINING WALLS, LIGHTING, STRIPING, SIGNALS AND SIGNING (15.275 MI.) I-270 US 370 US 367 US 67 DUNN RD/PERSHALL RD INTERSTATE EXPRESSWAY EXPRESSWAY PRINCIPAL ARTERIAL 60 MPH 60 MPH 55 MPH 40 MPH 40 MPH FACTOR OF 1.00008550. (GEOID09) AND ADJUSTED TO SURFACE USING A SCALE PLANE COORDINATE SYSTEM, NAD 83, EAST ZONE, NAVD 83 NOTE: ALL COORDINATES ARE BASED ON THE MISSOURI STATE ROADWAY FUNCTIONAL CLASSIFICATION SPEED DESIGN I-270 US 370 US 367 US 67 DUNN RD/PERSHALL RD INTERSTATE EXPRESSWAY EXPRESSWAY PRINCIPAL ARTERIAL 60 MPH 60 MPH 55 MPH 40 MPH 40 MPH AVERAGE DAILY TRAFFIC (AADT) I-270 DUNN PERSHALL 14,740 18,860 4,980 18,520 2040 2020 189,440 151,550 AVERAGE DAILY TRAFFIC (AADT) I-270 DUNN PERSHALL 14,740 18,860 4,980 18,520 5-MAR-2020 5-MAR-2020 BEGIN PROJECT STA 0+00.00 MAJOR COLLECTOR MAJOR COLLECTOR 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 640 PROPOSED R/W EXISTING R/W PROPOSED TRAVEL LANE PROPOSED BRIDGE WETLAND OR STREAM PROPOSED SOUND WALL PROPOSED PAVEMENT IMPROVEMENTS 8' MULTI-USE PATH / 5' SIDEWALK LEGEND TEMPORARY EASEMENT 270 470 480 490 500 460 450 510 DUNN ROAD P E R S HA L L R O AD L U S H E R R OAD 270 520 BELLEFONTAI NE RD BELLEFONTAI NE RD RR RR 470 480 490 500 460 450 510 520 M ATCHLI NE STA 700+00 530 530 M ATCHLI NE STA 6 40+00