1
UPDATED: UPDATED: FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT P G 0613 D B 16147 , M ANAG E M E N T L L C P R O P E R T Y F U YUAN 0 9 H 1 2 0352 D B 2 2 6 0 6 , P G 857 G L I C K S T ON E B R I DG E LL C 0 9 H 120 4 04 D B 10078 , P G 1074 W A T E R F O R D P L A Z A L L C 09 H 120396 D B 1105 1 , P G 2050 M O S T R E I C H E R F A M I L Y P A R T N E R S H I P L L C 09 H 21047 5 D B 06 5 05 , P G 1493 C O L L E G E C H R I S T I A N S T L OU I S 0 9 H 211564 D B 1 2 44 7 , P G 0274 C H R I S T I A N C O L LE G E S T L OU I S 0 9 H 2115 3 1 0 9 H 2 1 1586 D B 0 6 3 1 5 , P G 235 7 R - 2 S C H OO L D I S T O F 0 9 H 2 2 0 012 D B 06605 , P G 1950 F E R GU S ON R E O R G AN I Z E D S C H O O L D I S T R I C T 09 H 3 30023 D B 09 3 3 3 , P G 0 3 6 1 S T I E N S M M A R I E 0 9 H 3 1 0 0 1 4 D B 2 2 8 0 2 , P G 2 2 2 C A T H E R I N E T / E M A J E S K Y S T E P H E N & 1 0 H 6 3 0 0 3 3 D B 2 2 1 3 8 , P G 36 3 6 A L E I D A N H O U S S E I N 0 9 H 3 1 0 0 7 0 D B 1 1 8 5 5 , P G 0 7 8 9 C I S K O W S K I E D W A R D D E T A L 0 9 H 3 1 0 1 0 2 P G 2 7 2 1 D B 1 8 4 4 0 , M I C H A E L G O N Z A L E S 0 9 H 3 1 0 1 6 8 P G 5 2 7 D B 2 1 3 5 7 , T R U S T E E E T A L L E S TE R J O H N S O N R O Y 0 9 H 3 1 0 0 2 5 D B 1 74 6 9 , P G 4 3 8 0 U S I W E S T L L C 0 9 H 3 2 0 0 3 5 D B 2 0 4 5 5 , P G 123 0 S H A D R A L L 2 8 5 5 D UN N L P 0 9 H 3 2 0 0 4 6 D B 2 2 9 6 6 , P G 2 68 0 M I L L E N N I A L H O L D I N G S P R O P E R T Y T R U S T 0 9 G 1 1 0 0 8 0 D B 1 7 6 6 9 , P G 2 6 9 9 P R O P E R T I E S L L C T R I P L E J 0 9 G 1 10 0 7 9 D B 0 6792 , P G 04 0 8 G I N G E R H / W B E H L E R ON A L D J 10 H 430 6 40 D B 2 1 996 , P G 1284 C HU R C H O F T H E H I GH C A L L I NG M I N I S T R I E S 10 H 43 0 6 59 D B 0 8591 , P G 0 8 5 5 L O N E R O J O E L S U S AN H / W 10 H 440191 D B 14041 , P G 2186 G R E A TE R G R A C E C H U RC H O F GOD A P O S T O L I C F A 10 H 440348 D B 20412 , P G 29 3 4 S T R AY R E S C U E O F S T L OU I S 10 H 530373 P G 1202 D B 09999 , M I C HA E L D M C G R A T H 10 H 53035 5 D B 2 0 542 , P G 2591 M I M G X L V I K NO L L S L L C 10 H 5 3 0 2 6 3 P G 645 D B 2240 9 , K R I S T I N E N G UY E N 1 0 H 53012 6 D B 12 7 66 , P G 1020 VA L E R I E H / W DA R G I N S J A C K 1 0 H 5 3 0108 P G 1129 D B 12 4 1 1 , LE V O R A J GANA W A Y 10 H 540 1 72 P G 916 D B 22507 , L L C S T A R L I GH T 1 563 10 H 540181 D B 22407 , P G 1047 R O B I N S ON C HA R L E S 10 H 540 1 63 D B 0 7 949 , P G 0672 S T L O U I S M O B L DG C O R P J UN I O R C O L D I S T 10 H 5401 9 0 D B 0 5 258 , P G 0330 S T L OU I S C OUN T Y J UN I O R C O L L E G E D I S T 10 H 5 20143 D B 0 5 2 7 9 , P G 0 0 4 5 J U N I O R C O L L E G E D I S T R I C T 1 0 H 6 1 00 9 5 D B 1 8 8 1 7 , P G 1 1 4 9 J U N I O R C O L L E G E D I S T O F S T L O U I S 1 0 H 6 4 0 2 1 8 D B 2 0 4 8 0 , P G 2 9 5 9 B H AGA T J I L L C 1 0 H 6 4 0 2 2 7 D B 1 7 0 1 6 , P G 1 9 1 1 T R U 2 0 0 5 R E I L L C 1 0 H 6 4 0 2 7 2 D B 1 9 2 1 0 , P G 1 8 8 9 M A D H O L D I N G S L L C 1 0 G 4 3 0 3 4 6 P G 1 4 0 7 D B 1 7 8 7 9 , C O R P B U R G E R K I N G 1 0 G 4 3 0 3 5 5 P G 1 4 0 7 D B 1 7 8 7 9 , C O R P B U R G E R K I N G 1 0 G 4 3 0 3 6 4 SEC 31, T47N, R7E SEC 36, T47N, R6E 14/,1/4 SEC LINE 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 P G 2 6 8 6 D B 2 0 0 2 4 , H / W J O S E P H I N E & R O N A L D G R A H A M 0 9 H 3 2 0 0 1 3 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 P A RC E L A P A R C E L B L O T 2 L O T 1 L O T 1 L O T 1 2 L O T 1 1 L O T 2 L O T 3 L O T 3 L O T 2 L O T 1 L O T 8 L O T 5 L O T 21 L O T 22 L O T 1 L O T 23 L O T 2 4 L O T 1 L O T 2 L O T A L O T 25 L O T 2 8 0 L O T 2 7 9 L O T 278 L O T 2 7 7 L O T 2 76 L O T 2 7 5 L O T 2 74 L O T 2 7 3 L O T 2 1 2 L O T 202 L O T 2 0 6 L O T 2 05 L O T 2 0 4 L O T 2 0 3 D B 1 9 0 3 2 , P G 7 3 0 C O D Y P R O P E R T I E S L L C 0 9 H 1 2 00 2 2 D B 2 2 6 5 2 , P G 6 7 6 T H R E E P R O P E R T I E S L L C 0 9 H 1 20 1 10 D B 2 1 5 9 5 , P G 37 7 C A R T E R R YA N C A L V I N W I L L I A M 0 9 H 1 2 0 0 5 5 D B 2 2 59 0 , P G 2 25 8 B U R D E N D A V I D 0 9 H 1 2 0 0 8 8 D B 15 0 60 , P G 2 2 60 TE G EL E R C H R I S T I N E A 0 9 H 1 20 1 2 1 D B 22 3 0 4 , P G 3 6 47 S M P HO M E S 3 B L L C 0 9 H 1 20 1 4 3 D B 227 3 8 , P G 5 B P H 3 L L C 0 9 H 1 2 01 7 6 D B 1 64 1 1 , P G 1 0 1 1 L A N G L E Y K A T H L E E N S ET A L 09 H 1 2 0 21 1 D B 1 68 0 5 , P G 20 2 5 W O O D S M A R K I C E & T A R A H / W 09 H 12 0 242 D B 07 3 21 , P G 0 91 2 C AN T R I E L S H I R L E Y L 0 9 H 1 2 0 3 21 D B 1 10 5 1 , P G 20 5 0 P A R T N E R S H I P L L C M O S T R E I C H E R F A M I L Y 0 9 H 1 4 1 3 4 0 D B 11 0 5 1 , P G 2 0 5 0 P A R T N E R S H I P L L C M O S T R E I C H E R F A M I L Y 0 9 H 1 2 0 4 1 3 D B 1 10 5 1 , P G 2 0 50 P A R T N E R S H I P L L C M O S T R E I C H E R F A M I L Y 0 9 H 1 2 0 0 6 6 P HA S E 1 S U M M E R W O O D C OND O M I N I U M S S T O N E B R I D G E C H R I S T I A N C O LL E G E S T L OU I S A C R E S P I N E S I NG I N G A - 1 U S T O R E I T A R E - S U B O F Y M C A NO R T H C O UN T Y F E S T I V A L 1 S T A D D N P I N E M E ADO W S 2 N D A D D N P I N E M E A DO W S T H E K N O L L S G R E A TE R G R A C E P A R T O F L O T S 1 3 , 1 4 , 1 5 , AND 1 6 O F D O R R N D A L E B O U N DA R Y A D J U S T M E N T P L A T O F S O U T H M E A D O W N O . 3 G R AN D V I E W M E AD O W G R AN D V I E W SEC 35, T47N, R6E SEC 36, T47N, R6E SEC 31, T47N, R7E SEC 36, T47N, R6E B U S B U S 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 Ë W. FLORISSANT STA. 491+55.84 VPI 425+65.00 EL 622.12 + 2 . 9 4 % + 1 . 0 3 % 1,000.00' V.C. K = 524 SSD = 1065' VPI 436+60.00 EL 633.38 + 1 . 03 % - 2 . 5 2 % 900.00' V.C. K = 253 SSD = 739' VPI 451+25.00 EL 596.41 - 2 . 52 % + 1 . 3 8 % 630.00' V.C. K = 161 VPI 473+05.00 EL 626.50 + 1 . 38 % - 2 . 5 6 % 2,680.00' V.C. K = 680 SSD = 1212' VPT 430+65.00 VPC 432+10.00 VPT 441+10.00 VPC 448+10.00 VPT 454+40.00 VPC 459+65.00 VPT 486+45.00 16.5' MIN. 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 615.63 617.72 619.66 621.45 623.13 624.78 626.07 627.36 628.26 629.27 629.63 629.71 629.42 628.66 627.60 626.13 624.20 621.59 618.93 616.66 614.54 612.13 609.67 607.43 604.92 602.63 600.70 599.51 599.21 599.40 600.22 601.43 602.78 604.15 605.44 606.78 608.14 609.35 610.14 610.79 611.79 612.71 613.36 613.68 613.92 613.95 613.88 613.68 613.27 612.75 612.03 611.31 610.34 609.28 608.01 606.61 605.01 603.28 601.57 599.56 597.47 595.23 592.81 590.27 587.84 585.23 582.78 580.49 578.00 575.14 572.59 570.01 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 616.20 618.41 620.42 622.24 623.87 625.31 626.55 627.62 628.65 629.52 629.99 630.08 629.76 629.05 627.95 626.45 624.56 622.27 619.75 617.23 614.71 612.18 609.66 607.14 604.61 602.34 600.68 599.65 599.23 599.43 600.26 601.59 602.97 604.35 605.73 607.11 608.48 609.73 610.84 611.80 612.62 613.29 613.81 614.18 614.41 614.49 614.42 614.20 613.84 613.33 612.68 611.88 610.93 609.83 608.59 607.20 605.66 603.98 602.15 600.17 598.04 595.77 593.35 590.81 588.25 585.69 583.13 580.57 578.01 575.46 572.90 570.34 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 M ATCHLI NE STA 495+00 600 610 620 630 590 570 580 640 P E R S HA L L R OA D D U N N R O AD 270 270 M ATCHLI NE STA 424+00 M ATCHLI NE STA 424+00 M ATCHLI NE STA 495+00 600 610 620 630 590 570 580 640 W FLORI SSANT AV ENUE W FLORI SSANT AV ENUE EXISTING GROUND @ Ë I-270 PROP. GROUND PROFILE: I-270 E X I S T . R / W E X I S T . R / W E X I S T . R / W EXIST. R/W EXIST. R/W EXIST. R/W EXIST. R/W E X I S T . R / W EXIST. R/W EXIST. R/W 8' MULTI-USE PATH LOCATION APPROXIMATE DETENTION BASIN 8' MULTI-USE PATH 5' SIDEWALK 5' SIDEWALK 8' MULTI-USE PATH LOCATION APPROXIMATE DETENTION BASIN 8' MULTI-USE PATH 5' SIDEWALK 5' SIDEWALK ROADWAY PLANS WILL BE CONSTRUCTED TO MATCH EXISTING GRADES. TO APPROXIMATE THE EXISTING PROFILE GRADE. REHABILITATION AREAS AS DESIGNATED IN THE ROADWAY PROFILES SHOWN IN REHABILITATION AREAS ARE FOR INFORMATION ONLY AND USED PROFILE NOTES LOCATION NOISE WALL TENTATIVE TENTATIVE NEW ROW

TO 0.14 MI EAST OF ROUTE H LENGTH OF PROJECT = 80,650 FT … · 2020. 3. 12. · m most eicher f 50 amily pa tne ship llc 9h475 dbe 06505, gp 143 college christian st luis 09h2154

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  • UPDATED: UPDATED:

    FOR CONSTRUCTION

    PRELIMINARY NOT

    FOR CONSTRUCTION

    PRELIMINARY NOT

    PG 0613DB 16147,

    MANAGEMENT LLC

    PROPERTYFU YUAN

    09H120352

    DB 22606, PG 857

    GLICK STONEBRIDGE LL

    C09H120404

    DB 10078, PG 1074

    WATERFORD PLAZA LLC

    09H120396

    DB 11051, PG 2050

    M OSTREICHER FAMILY

    PARTNERSHIP LLC

    09H210475

    DB 06505, PG 1493

    COLLEGECHRISTIANST LOUIS09H211564

    DB 12447, PG 0274

    CHRISTIAN COLLEGE

    ST LOUIS09H21153109H211586

    DB 06315, PG 2357

    R-2 SCHOOL DIST OF

    09H220012

    DB 06605, PG 1950

    FERGUSON REORGANIZED

    SCHOOL DISTRICT

    09H330023

    DB 09333, PG 0361

    STIENS M MARIE

    09H310014

    DB 22802, PG 222

    CATHERINE T/E

    MAJESKY STEPHEN &

    10H630033

    DB 22138, PG 3636

    AL EIDAN HOUSSEIN

    09H310070

    DB 11855, PG 0789

    CISKOWSKI EDWARD D E

    TAL09H310102

    PG 2721DB 18440,

    MICHAELGONZALES09H310168

    PG 527DB 21357,

    TRUSTEE ETAL

    LESTERJOHNSON RO

    Y09H310025

    DB 17469, PG 4380

    USI WEST LLC

    09H320035

    DB 20455, PG 1230

    SHADRALL 2855 DUNN L

    P09H320046

    DB 22966, PG 2680

    MILLENNIAL HOLDINGS

    PROPERTY TRUST

    09G110080

    DB 17669, PG 2699

    PROPERTIES LLC

    TRIPLE J09G110079

    DB 06792, PG 0408

    GINGER H/WBEHLE RONA

    LD J10H430640

    DB 21996, PG 1284

    CHURCH OF THE

    HIGH CALLING MINISTR

    IES10H430659 DB 08591,

    PG 0855LONERO JOE

    L SUSAN H/W

    10H440191

    DB 14041, PG 2186GR

    EATER GRACE CHURCH O

    F GOD APOSTOLIC FA

    10H440348

    DB 20412, PG 2934

    STRAY RESCUE OF ST L

    OUIS10H530373

    PG 1202DB 09999,MICHAEL D

    MCGRATH10H530355

    DB 20542, PG 2591

    MIMG XLVI KNOLLS LLC

    10H530263

    PG 645DB 22409,KRISTINENGUYEN

    10H530126

    DB 12766, PG 1020

    VALERIE H/W

    DARGINS JACK

    10H530108PG 1129

    DB 12411,LEVORA JGANAWAY

    10H540172

    PG 916DB 22507,

    LLC

    STARLIGHT

    1563

    10H540181

    DB 22407, PG 1047

    ROBINSON CHARLES

    10H540163

    DB 07949, PG 0672

    ST LOUIS MO BLDG COR

    PJUNIOR COL

    DIST10H540190

    DB 05258, PG 0330

    ST LOUIS COUNTY

    JUNIOR COLLEGEDIST

    10H520143

    DB 05279, PG 0045

    JUNIOR COLLEGE DISTR

    ICT10H610095 DB

    18817, PG 1149

    JUNIOR COLLEGE DIST

    OF ST LOUIS

    10H640218

    DB 20480, PG 2959

    BHAGATJI LLC

    10H640227

    DB 17016, PG 1911

    TRU 2005 REI LLC

    10H640272

    DB 19210, PG 1889

    MAD HOLDINGS LLC

    10G430346

    PG 1407DB 17879,

    CORPBURGER KIN

    G10G430355

    PG 1407DB 17879,

    CORPBURGER KIN

    G10G430364

    SE

    C 31,

    T47

    N,

    R7

    E

    SE

    C 36,

    T47

    N,

    R6

    E

    14/,1/4

    SE

    C

    LI

    NE

    LP LP

    LP

    LP LP

    LP

    LP LP

    LP

    LP

    LP LP

    LP LP

    PG 2686DB 20024,

    H/W

    JOSEPHINE

    &

    RONALD

    GRAHAM09H320013

    LP

    LP

    LP

    LP

    LP

    LP

    LP

    LP

    LP

    LP

    LPLP

    LP

    LP

    LP

    LP

    LP

    PARCEL A PARCEL B

    LOT 2LOT 1

    LOT 1LOT 12

    LOT 11

    LOT 2

    LOT 3

    LOT 3

    LOT 2

    LOT 1

    LOT 8

    LOT 5LOT 21

    LOT 22

    LOT 1

    LOT 23

    LOT 24

    LOT 1LOT 2

    LOT A

    LOT 25

    LOT 280

    LOT 279

    LOT 278

    LOT 277

    LOT 276

    LOT 275

    LOT 274

    LOT 273

    LOT 212

    LOT 202

    LOT 206

    LOT 205

    LOT 204

    LOT 203

    DB 19032, PG 730

    CODY PROPERTIES LLC

    09H120022

    DB 22652, PG 676

    THREE PROPERTIES LLC

    09H120110

    DB 21595, PG 377

    CARTER RYAN CALVIN W

    ILLIAM09H120055

    DB 22590, PG 2258

    BURDEN DAVID

    09H120088

    DB 15060, PG 2260

    TEGELER CHRISTINE A

    09H120121

    DB 22304, PG 3647

    SMP HOMES 3B LLC

    09H120143DB 22738,

    PG 5BPH 3 LLC09H120176

    DB 16411, PG 1011

    LANGLEY KATHLEEN S E

    TAL09H120211

    DB 16805, PG 2025

    WOODS MARKICE & TARA

    H/W09H120242

    DB 07321, PG 0912

    CANTRIEL SHIRLEY L

    09H120321DB 11051, PG 2050

    PARTNERSHIP LLC

    M OSTREICHER FAMILY

    09H141340

    DB 11051, PG 2050

    PARTNERSHIP LLC

    M OSTREICHER FAMILY

    09H120413

    DB 11051, PG 2050

    PARTNERSHIP LLC

    M OSTREICHER FAMILY

    09H120066

    PHASE 1SUMMERWOOD

    CONDOMINIUMS

    STONEBRIDGE

    CHRISTIAN COLLEGE

    ST LOUIS

    ACRES

    PINE

    SINGING

    A-1 U STORE IT

    A RE-SUB OF YMCA

    NORTH COUNTY FESTIVA

    L

    1ST ADDNPINE MEADO

    WS

    2ND ADDNPINE MEADO

    WSTHE KNOLLS

    GREATER GRACE

    PART OF LOTS 13, 14,

    15, AND 16 OF DORRN

    DALEBOUNDARY ADJUSTMENT

    PLAT OF SOUTH

    MEADOW NO. 3

    GRANDVIEW

    MEADOWGRANDVIEW

    SE

    C 35,

    T47

    N,

    R6

    E

    SE

    C 36,

    T47

    N,

    R6

    E

    SE

    C 31,

    T47

    N,

    R7

    E

    SE

    C 36,

    T47

    N,

    R6

    E

    BUS

    BUS

    ICINITY MAPV

    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 500100 200 300 400

    VERT SCALE

    0 5010 20 30 40

    ICINITY MAPV

    SCHEMATIC SHEETS 1, 2 AND 3.

    ALIGNMENT INFORMATION PLEASE SEE

    NOTE: FOR TYPICAL SECTIONS AND HORIZONTAL

    ST LOUIS COUNTY

    HORZ SCALE

    0 500100 200 300 400

    VERT SCALE

    0 5010 20 30 40

    67

    67

    367

    370

    270

    270

    70

    170

    ACH

    NN

    DUNN RD

    NE

    W H

    ALLS F

    ERR

    Y R

    D

    OL

    D H

    ALLS

    FE

    RR

    Y R

    D

    FLORISSANT

    N E

    LIZ

    AB

    ET

    H A

    VE

    CHAMBERS RD

    W F

    LO

    RIS

    SA

    NT A

    VEPERSHALL RD

    JENNINGS

    HA

    LLS F

    ER

    RY R

    D MIS

    SIS

    SIP

    PI RIV

    ER

    LIL

    AC A

    VE

    T47,R6E T47,R7E

    RIV

    ER

    VIE

    W D

    R

    BE

    LL

    EF

    ON

    TAIN

    E R

    D

    CASTLEPOINT

    GLASGOWVILLAGE

    BELLEFONTAINENEIGHBORS

    DELLWOODBRIDGETON

    CO

    LD

    WA

    TE

    R C

    RE

    EK

    ST. LOUISLAMBERT

    INTERNATIONALAIRPORT

    HO

    WDERSHELL R

    D

    MO-3

    70

    0+00 (NORTH)

    0+00 (SOUTH)

    MC

    DO

    NNELL B

    LVD

    HAZELWOOD

    DUNN RD

    S F

    LO

    RIS

    SA

    NT R

    D

    ST ANN

    FERGUSON

    N H

    ANLE

    Y R

    D

    CALVERTONPARK

    PERSHALL RD

    GR

    AH

    AM R

    D

    BERKELEYAIRPORT RD

    N H

    AN

    LE

    Y R

    D

    SPANISHLAKE

    N LIN

    DBER

    GH B

    LV

    D

    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

    ACH

    NN

    DUNN RD

    NE

    W H

    ALLS F

    ERR

    Y R

    D

    OL

    D H

    ALLS

    FE

    RR

    Y R

    D

    FLORISSANT

    N E

    LIZ

    AB

    ET

    H A

    VE

    CHAMBERS RD

    W F

    LO

    RIS

    SA

    NT A

    VEPERSHALL RD

    JENNINGS

    HA

    LLS F

    ER

    RY R

    D MIS

    SIS

    SIP

    PI RIV

    ER

    LIL

    AC A

    VE

    T47,R6E T47,R7E

    RIV

    ER

    VIE

    W D

    R

    BE

    LL

    EF

    ON

    TAIN

    E R

    D

    CASTLEPOINT

    GLASGOWVILLAGE

    BELLEFONTAINENEIGHBORS

    DELLWOODBRIDGETON

    CO

    LD

    WA

    TE

    R C

    RE

    EK

    ST. LOUISLAMBERT

    INTERNATIONALAIRPORT

    HO

    WDERSHELL R

    D

    MO-3

    70

    0+00 (NORTH)

    0+00 (SOUTH)

    MC

    DO

    NNELL B

    LVD

    HAZELWOOD

    DUNN RD

    S F

    LO

    RIS

    SA

    NT R

    D

    ST ANN

    FERGUSON

    N H

    ANLE

    Y R

    D

    CALVERTONPARK

    PERSHALL RD

    GR

    AH

    AM R

    D

    BERKELEYAIRPORT RD

    N H

    AN

    LE

    Y R

    D

    SPANISHLAKE

    N LIN

    DBER

    GH B

    LV

    D

    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

    Ë W. FLORISSANT

    STA. 491+55.84

    VPI

    42

    5+

    65.

    00

    EL

    62

    2.

    12

    +2.9

    4%+1.03%

    1,000.00' V.C.

    K = 524

    SSD = 1065'

    VPI

    43

    6+

    60.

    00

    EL

    63

    3.

    38

    +1.03% -2.52%

    900.00' V.C.

    K = 253

    SSD = 739'

    VPI

    45

    1+

    25.

    00

    EL

    59

    6.

    41-2.52% +1.38

    %

    630.00' V.C.

    K = 161

    VPI

    47

    3+

    05.

    00

    EL

    62

    6.

    50

    +1.38% -2.56%

    2,680.00' V.C.

    K = 680

    SSD = 1212'

    VP

    T

    43

    0+

    65.

    00

    VP

    C

    43

    2+

    10.

    00

    VP

    T

    44

    1+

    10.

    00

    VP

    C

    44

    8+

    10.

    00

    VP

    T

    45

    4+

    40.

    00

    VP

    C

    45

    9+

    65.

    00

    VP

    T

    48

    6+

    45.

    00

    16.

    5'

    MI

    N.

    424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495

    615.

    63

    617.

    72

    619.

    66

    621.

    45

    623.

    13

    624.

    78

    626.

    07

    627.

    36

    628.

    26

    629.

    27

    629.

    63

    629.

    71

    629.

    42

    628.

    66

    627.

    60

    626.

    13

    624.

    20

    621.

    59

    618.

    93

    616.

    66

    614.

    54

    612.

    13

    609.

    67

    607.

    43

    604.

    92

    602.

    63

    600.

    70

    599.

    51

    599.

    21

    599.

    40

    600.

    22

    601.

    43

    602.

    78

    604.

    15

    605.

    44

    606.

    78

    608.

    14

    609.

    35

    610.

    14

    610.

    79

    611.

    79

    612.

    71

    613.

    36

    613.

    68

    613.

    92

    613.

    95

    613.

    88

    613.

    68

    613.

    27

    612.

    75

    612.

    03

    611.

    31

    610.

    34

    609.

    28

    608.

    01

    606.

    61

    605.

    01

    603.

    28

    601.

    57

    599.

    56

    597.

    47

    595.

    23

    592.

    81

    590.

    27

    587.

    84

    585.

    23

    582.

    78

    580.

    49

    578.

    00

    575.

    14

    572.

    59

    570.

    01

    424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495

    616.

    20

    618.

    41

    620.

    42

    622.

    24

    623.

    87

    625.

    31

    626.

    55

    627.

    62

    628.

    65

    629.

    52

    629.

    99

    630.

    08

    629.

    76

    629.

    05

    627.

    95

    626.

    45

    624.

    56

    622.

    27

    619.

    75

    617.

    23

    614.

    71

    612.

    18

    609.

    66

    607.

    14

    604.

    61

    602.

    34

    600.

    68

    599.

    65

    599.

    23

    599.

    43

    600.

    26

    601.

    59

    602.

    97

    604.

    35

    605.

    73

    607.

    11

    608.

    48

    609.

    73

    610.

    84

    611.

    80

    612.

    62

    613.

    29

    613.

    81

    614.

    18

    614.

    41

    614.

    49

    614.

    42

    614.

    20

    613.

    84

    613.

    33

    612.

    68

    611.

    88

    610.

    93

    609.

    83

    608.

    59

    607.

    20

    605.

    66

    603.

    98

    602.

    15

    600.

    17

    598.

    04

    595.

    77

    593.

    35

    590.

    81

    588.

    25

    585.

    69

    583.

    13

    580.

    57

    578.

    01

    575.

    46

    572.

    90

    570.

    34

    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

    MA

    TC

    HLIN

    E

    ST

    A 495

    +00

    600

    610

    620

    630

    590

    570

    580

    640

    PERSHALL ROAD

    DUNN ROAD

    270270

    MA

    TC

    HLIN

    E

    ST

    A 424

    +00

    MA

    TC

    HLIN

    E

    ST

    A 424

    +00

    MA

    TC

    HLIN

    E

    ST

    A 495

    +00

    600

    610

    620

    630

    590

    570

    580

    640

    W

    FL

    ORIS

    SA

    NT

    AV

    EN

    UE

    W

    FL

    ORIS

    SA

    NT

    AV

    EN

    UE

    EXISTING GROUND

    @ Ë I-270

    PROP. GROUND

    PROFILE: I-270

    EXIST. R/W

    EXIST. R/W

    EXIST. R/W

    EXI

    ST.

    R/

    W

    EXI

    ST.

    R/

    W

    EXI

    ST.

    R/

    W

    EXI

    ST.

    R/

    W

    EXIST. R/W

    EXIS

    T.

    R/

    W

    EXIS

    T.

    R/

    W

    8' MULTI-USE PATH

    LOCATION

    APPROXIMATE DETENTION BASIN

    8' MULTI-USE PATH

    5' SIDEWALK

    5' SIDEWALK

    8' MULTI-USE PATH

    LOCATION

    APPROXIMATE DETENTION BASIN

    8' MULTI-USE PATH

    5' SIDEWALK

    5' SIDEWALK

    ROADWAY PLANS WILL BE CONSTRUCTED TO MATCH EXISTING GRADES.

    TO APPROXIMATE THE EXISTING PROFILE GRADE. REHABILITATION AREAS AS DESIGNATED IN THE

    ROADWAY PROFILES SHOWN IN REHABILITATION AREAS ARE FOR INFORMATION ONLY AND USED

    PROFILE NOTES

    LOCATION

    NOISE WALL

    TENTATIVE

    TENTATIVE NEW ROW

    p0033466Rectangle

    p0033466Arrow

    p0033466Image