Baxter Road South Construction Plans by STLCOGOV

BAXTER ROAD (SOUTH) ARS RESURFACING CONSTRUCTION PLANS FOR

ST. LOUIS COUNTY PROJECT NO. AR-1555

FEDERAL PROJECT NO. STP-5548(606)

TITLE AND INDEX SHEET N.T.S. N.T.S. 202 1OF SULPHUR SPRINGS ROAD. OF THE INTERECTION OF MANCHESTER ROAD AND LOWER THAN PAVEMENT; 128' EAST AND 50' NORTH MANCHESTER ROAD AT GRAND GLAIZE CREEK. 5' EAST END OF NORTH HEADWALL ALONG "STANDARD TABLET" STAMPED 31A GEU 1975 SET IN NGVD29 ELEV = 516.11 FtUS 12001 ST. LOUIS COUNTY BENCHMARK 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS BAXTER ROAD END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT FEET FEET FEET FEET 114+53.73 10,533.73 N/A STA. STA. 9+20 N/A 10,533.73 STATE LENGTH FEDERAL LENGTH 2.00 MILES MILES 2.00 FUNCTIONAL CLASSIFICATION: MINOR ARTERIAL DESIGN YEAR: CURRENT ADT (YEAR): DESIGN ADT (YEAR): DESIGN SPEED (V) = POSTED SPEED (V) = TRUCK PERCENTAGE (T) = DIRECTIONAL DISTRIBUTION (D) = 2036 11,777 (2016) 13,949 (2036) 99% <5% 35 MPH 35 MPH PROJECT LIMITS INDEX OF SHEETS CURTIS ZURLIENE REVIEW ENGINEER: 9/22/2021 APPROVAL DATE: LENGTH OF PROJECT UTILITY NOTE THERETO. EXISTENCE AND EXACT LOCATION AND TO AVOID CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR PRESENTLY NOT KNOWN OR SHOWN. IT IS THE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE RECORDS: AND, THEREFORE THEIR LOCATIONS MUST HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES DESIGN CRITERIA GENERAL LEGEND LOCATOR MAP MSD CERTIFICATION OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING RESPONSIBILITY FOR THAT SPECIFIC INFORMATION. SEWER CONTRACTOR OR OTHER SOURCES, DISCLAIM ANY HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY THE SET OF FINAL MEASUREMENT PLANS. SINCE THE WYE LOCATIONS THE RESULTS OF THOSE MEASUREMENTS ARE SHOWN ON THIS EXISTING OR PROPOSED EASEMENTS HAVE BEEN MEASURED. STRUCTURES AND SEWERS AND LOCATIONS WITH RESPECT TO THE EXISTING SEWER LENGTHS, SIZES, FLOWLINES, DEPTHS OF P.E. SIGNED DATE THE AFOREMENTIONED FINAL MEASUREMENTS SIGNATURE AND SEAL APPLY ONLY TO IT SHOULD BE UNDERSTOOD THAT THIS PROJECT SPECIFIC INFORMATION 21MSD-00173 M.S.D. P-NUMBER: 21R &2 22R M.S.D. BASE MAP:

STANDARD SPECIFICATIONS ST. LOUIS, MISSOURI 63132 1050 N. LINDBERGH BLVD DESIGN DIVISION TRANSPORTATION/PUBLIC WORKS DEPARTMENT OF ST. LOUIS COUNTY, MISSOURI LOUIS COUNTY STANDARD DRAWINGS. BRIDGE CONSTRUCTION, AND BY APPLICABLE ST. COUNTY STANDARD SPECIFICATIONS FOR ROAD AND THISPROJECT SHALL BE COVERED BY THE ST. LOUIS UNLESS OTHERWISE NOTED, ALL WORK ON (7 SHEETS NOT NUMBERED) STANDARD TRAFFIC CONTROL DEVICES CROSS SECTIONS 119-202 BRIDGE TRANSITIONS DETAILS 118 BRIDGE PLAN 114-117 SIGNAL PLAN 108-113 STRIPING AND EROSION CONTROL PLAN 87-107 RETAINING WALL PLAN AND PROFILE 86 DRAINAGE PROFILES AND DETAILS 84-85 CURB RAMP DETAILS 54-83 INTERSECTION WARPING 53 COORDINATE POINTS 52 RIGHT-OF-WAY DETAIL SHEETS 31-51 PLAN SHEETS 10-30 GENERAL NOTES TYPICAL SECTIONS AND 8-9 SCHEDULE OF QUANTITIES 4-7 SUMMARY OF QUANTITIES 2-3 TITLE AND INDEX SHEET 1 DESCRIPTION SHEET NO. R C S LEY E RD VALL R I HO R B X D ID CREEK L N D RUCK PPA C A I OLIVE VD ONWAY D OOD RD LL R TRE ORR L T CLA TON ATE F R 340 340 AB 64 64 61 CC 100 AR AN D AD SP ETT R AY A TER EL PARKWAY R IEL A 364 PARKWAY CREVE NO O AV E I RD LADUE WOODS TE DRIVE NORTH 109 ADU EE BAXTER ROAD PROJECT LIMITS STA. 9+20.00 CONSTRUCTION BEGIN STA. 114+53.73 CONSTRUCTION END BAXTERRD. CLAYTON RD. QUINNMOORDR. CLAYMONTDR. HOLLOW AYRD . SHA DY M EADOW S DR M EADOW SDR CLEAR ELANNCHESTERDR. MANCHESTERRD. BALLWIN MANCHESTER CHESTERFIELD PROPERTY LINE PERMANENT DRAINAGE EASEMENT PERMANENT SIDEWALK EASEMENT TEMPORARY SLOPE AND CONSTRUCTION LICENSE PERMANENT TRAFFIC SIGNAL EASEMENT PERMANENT FOOTING EASEMENT CONSTRUCTION LIMITS TREE OR SHRUB (DESIGNATE DIA. & TYPE) GUARDRAIL RAILROAD SIGN TO BE REMOVED TO BE ABANDONED USE IN PLACE TO BE REMOVED AND REPLACED ADJUST TO GRADE TO BE REMOVED AND REPLACED BY OTHERS TO BE ABANDONED AND FILLED ADJUST TO GRADE BY OTHERS DESCRIPTION (A.T.G.B.O.) (T.B.A.&F.) (T.B.R.&R.B.O.) (A.T.G) (T.B.R.&R.) (U.I.P.) (T.B.A.) (T.B.R.) MAINTENANCE AND UTILITY EASEMENT PERMANENT ROADWAY IMPROVEMENT, PERMANENT RETAINING WALL EASEMENT RIGHT-OF-WAY NEW RIGHT-OF-WAY EXISTING SYMBOLOGY AND SEWER EASEMENT MAINTENANCE AND UTILITY SIDEWALK PERMANENT ROADWAY IMPROVEMENT, TREE/VEGETATION LINE FENCE (DESIGNATE TYPE) W-WATER E-ELECTRIC T-TELEPHONE/CATV G-GAS UNDERGROUND UTILITY (TYPE SPECIFIED) N.T.S. N.T.S. ELEVATIONS. ADD 0.25 FT. U.S. TO PROJECT ELEVATIONS TO RELATE THE PROJECT TO NGVD29 UNDERSIGNED SURVEYOR OR BY SUCCESSOR LAND SURVEYORS. INDIVIDUAL SHEETS WHERE THE REVISIONS OCCUR EITHER BY THE ANY PLAN CHANGES SHALL BE SIGNED AND SEALED AS REVISIONS ON THE MEET THE MISSOURI MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS. THIS TITLE AND INDEX SHEET CONTAINS NO SURVEY DATA AND DOES NOT ITSELF STATEMENT OF SURVEY RELATED WORK DONE IN REGARDS TO THESE PLANS. AND SEALED BY THE UNDERSIGNED LAND SURVEYOR. SEE SHEET 25 FOR A OR PROJECT DOCUMENTS OF ANY KIND THAT ARE NOT SPECIFICALLY SIGNED RESPONSIBILITY FOR ANY INFORMATION SHOWN ON INDIVIDUAL PLAN SHEETS ASPECTS SHOWN ON ANY PART OF THESE PLANS, AND FURTHER DISCLAIMS SURVEYOR HEREBY DISCLAIMS ANY RESPONSIBILITY FOR ENGINEERING DESIGN PURSUANT TO SECTION 327.411 RSMO, THE UNDERSIGNED PROFESSIONAL LAND MO. P.L.S. NO. 2303 MO. CORP. SURVEYING LIC. NO. 148 BY: MICHAEL A. SCHUKNECHT HORNER & SHIFRIN, INC. N N IMPERVIOUSNESS ADDED ON THIS PLANS). AT THAT TIME (INCLUDING TOTAL LAND DISTURBANCE AND/OR STORMWATER MANAGEMENT PER MSD REGULATIONS IN PLACE IMPERVIOUS AREA ON THIS SITE MAY REQUIRE ADDITIONAL ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN 1.20 CFS PROJECT RUNOFF DIFFERENTIAL = 2.53 ACRES PROJECT DISTURBANCE = NOTE: STORMWATER MANAGEMENT FUTURE DISTURBANCE PUBLIC WORKS TRANSPORTATION 5/17/2022 3/10/23 3/10/2023 APPROVED: Director Stephanie Leon Streeter, P.E., DATE:

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e R E SP ON S I B I L I T Y S C A

ny li it d by

h i h DESIGNED:

by d i l i

ll t h h

7/29/2022 7/29/2022 1 1 L.S. 806-00.00 EROSION CONTROL MEASURES (SITES LESS THAN 1 ACRE) Not shown on B sheets.

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ETATS O F M SSOURI

21R & 22R 4/4/2022

b E s ti m a t e s R e po r t s o r o t h e r D

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I IPROFESS O N A L REENGNE I A R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H ) B. S. JORDAN J. A. HAAS

WWW HO R N E R S H I F R I N C O M 3145314321 F AX : 3145316966 S A I N T L OU I S M I SS OU R I 63103 401 S 18 T H S T R EET S U I TE 400 E X P I R A T I ON DA TE : D E C E M B E R 31 2022 D I S C I P L I N E P R O F E SS I ONA L E NG I N EE R I NG

I h O R. D. ASHRAFZADEH

S H EET 1 O F 2 S U MM A R Y O F QUAN T I T I E S 202 OF2 TOTALS SUBTOTAL UNIT ITEM NO. DESCRIPTION REMARKS TOTALS SUBTOTAL UNIT ITEM NO. DESCRIPTION REMARKS ROADWAY ITEMS TRAFFIC SIGNAL ITEMS 1 1 L.S. 201-20.10 CLEARING AND GRUBBING Not shown on B sheets. 1 1 EACH 904-01.13 SIGNAL HEAD, TYPE 3T Not shown on B sheets. (See Traffic Signal Plans) 1 1 L.S. 201-20.11 CLEARING VEGETATION FROM THE PEDESTRIAN ACCESS ROUTE Not shown on B sheets. 1 1 EACH 904-01.14 SIGNAL HEAD, TYPE 4T Not shown on B sheets. (See Traffic Signal Plans) 13 13 EACH 201-20.22 TREE REMOVAL, 6" - 15" 1 1 EACH 904-02.13 SIGNAL HEAD, TYPE 3S Not shown on B sheets. (See Traffic Signal Plans) 3 3 EACH 201-20.23 TREE REMOVAL, OVER 15" 4 4 EACH 904-02.14 SIGNAL HEAD, TYPE 4S Not shown on B sheets. (See Traffic Signal Plans) 1 1 L.S. 202-20.10 REMOVAL OF IMPROVEMENTS Not shown on B sheets. Incl. sidewalk and ramp 1 1 EACH 904-02.33 SIGNAL HEAD, TYPE 33S Not shown on B sheets. (See Traffic Signal Plans) 92.0 92.0 C.Y 203-10.00 CLASS "A" EXCAVATION 6 6 EACH 904-05.43 SIGNAL HEAD, TYPE 3B, TERMINAL COMPARTMENT, Not shown on B sheets. (See Traffic Signal Plans) 1 1 L.S. 203-10.30 LAND DISTURBANCE PERMITS Not shown on B sheets. AND ASTRO BRACKET MOUNTING 79 79 C.Y 203-60.00 COMPACTING EMBANKMENT 3 3 EACH 904-05.44 SIGNAL HEAD, TYPE 4B, TERMINAL COMPARTMENT, Not shown on B sheets. (See Traffic Signal Plans) 349.0 349.0 C.Y 204-60.10 EMBANKMENT IN PLACE AND ASTRO BRACKET MOUNTING 14210.8 14210.8 S.Y. 304-05.04 TYPE 5 AGGREGATE BASE (4" THICK) 2 2 EACH 904-05.45 SIGNAL HEAD, TYPE 5B CLUSTER ASSEMBLY, TERMINAL Not shown on B sheets. (See Traffic Signal Plans) 3368.7 3537.2 TON 404-09.03 SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG70-22)C and 0.0574 Ton/SY/Inch Includes 5% extra for contingency. Est. at 1.25" thick COMPARTMENT, AND ASTRO BRACKET MOUNTING 17 17 EACH 904-24.01 SIGNAL HEAD, TYPE 1S, PEDESTRIAN Not shown on B sheets. (See Traffic Signal Plans) 4716.1 4952.0 TON 404-12.71 SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22)CLP and 0.0574 Ton/SY/Inch Includes 5% extra for contingency. Est. at 1.75" thick 8 8 EACH 904-28.07 POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, Not shown on B sheets. (See Traffic Signal Plans) 7' MAXIMUM TOTAL HEIGHT, ALUMINUM 226.5 237.9 TON 405-30.10 TYPE "C" BITUMINOUS CONCRETE (PAVEMENT) Includes 5% extra for contingency. 2 2 EACH 904-28.10 POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, Not shown on B sheets. (See Traffic Signal Plans) 421.3 442.4 TON 405-30.20 TYPE "D" BITUMINOUS CONCRETE (PAVEMENT) Includes 5% extra for contingency. 10' TOTAL HEIGHT, ALUMINUM 396.2 416.0 S.Y. 405-30.25 ASPHALT PAVEMENT REPAIR, (FULL DEPTH) Includes 5% extra for contingency. 3 3 EACH 904-32.36 19' POLE, W/36' MAST ARM, STEEL Not shown on B sheets. (See Traffic Signal Plans) 11.5 12.1 TON 405-30.30 TYPE "X" BITUMINOUS CONCRETE (BASE) Includes 5% extra for contingency. 1 1 EACH 904-32.40 19' POLE, W/40' MAST ARM, STEEL Not shown on B sheets. (See Traffic Signal Plans) 7260 7630 GAL 407-10.27 TACK-EMULSIFIED ASPHALT (SS-1H) Includes 5% extra for contingency. 1 1 EACH 904-43.87 CONTROLLER, FULLY ACTUATED, (8 PHASE TIMER, IN ALUMINUM Not shown on B sheets. (See Traffic Signal Plans) 320 340 GAL 407-10.99 LIQUID EMULSION (CRS-2P), AGGREGATE SEAL COAT Includes 5% extra for contingency. CABINET APPROX. 67"H X 44"W X 26" D. WIRED FOR 8 PHASE 1840 1932 S.Y. 409-10.97 TYPE A2 TRAP ROCK (COVER AGGREGATE SEAL COAT) Includes 5% extra for contingency. OPERATION) W/ INTERNAL FIBER OPTIC MODEM AND TERMINAL 1395 1395 S.Y. 412-10.02 PAVEMENT SURFACING AND TEXTURING (0" TO 2"), HOUSING TS2, TYPE 2, W/BATTERY BACKUP CONCRETE OR ASPHALT 1 1 EACH 904-43.88 CONTROLLER, FULLY ACTUATED, (8 PHASE TIMER, IN ALUMINUM Not shown on B sheets. (See Traffic Signal Plans) 46950 46950 S.Y. 412-10.04 PAVEMENT SURFACING AND TEXTURING (0" TO 4"), CABINET APPROX. 55"H X 44"W X 26"D, WIRED FOR 8 PHASE CONCRETE OR ASPHALT OPERATION) W/INTERNAL FIBER OPTIC MODEM AND 207.8 207.8 S.Y. 502-10.58 REMOVE AND REPLACE CONCRETE PAVEMENT (8" NON-REINFORCED), TERMINATION HOUSE TS2, TYPE 2, W/BATTERY BACKUP VERY EARLY STRENGTH 17 17 EACH 904-49.22 DETECTOR, PEDESTRIAN PUSH BUTTON, APS, FREEZEPROOF Not shown on B sheets. (See Traffic Signal Plans) 954.8 954.8 S.Y. 502-11.76 REMOVE AND REPLACE CONCRETE PAVEMENT (6" NON-REINFORCED), 12 12 EACH 904-49.35 DETECTOR VEHICLE INDUCTION LOOP, CARD RACK MTG., Not shown on B sheets. (See Traffic Signal Plans) INCLUDES CURBS 2 CHANNEL, W/DELAY AND EXTENSION TIMING 227.2 227.2 S.Y. 502-11.77 REMOVE AND REPLACE CONCRETE PAVEMENT (7" NON-REINFORCED), AND RELAY OUTPUTS INCLUDES CURBS 1 1 EACH 904-49.51 PAN TILT ZOOM (PTZ) INTERNET PROTOCOL VIDEO Not shown on B sheets. (See Traffic Signal Plans) 385.1 385.1 S.Y. 509-13.08 CONCRETE BASE WIDENING (8" NON-REINFORCED) SURVEILLANCE CAMERA SYSTEM (CAMERA W/BRACKET, 19 19 EACH 603-10.35 ADJUST WATER SERVICE VALVE BOX TO GRADE MANAGED ETHERNET SWITCH, AND MISC. CABLES) 2 2 EACH 604-12.01 SINGLE CURB INLET, UNTRAPPED 1 1 EACH 904-49.52 SOFTWARE LICENSE, PTZ CAMERA Not shown on B sheets. (See Traffic Signal Plans) 3 3 EACH 604-12.02 DOUBLE CURB INLET, UNTRAPPED 1 1 EACH 904-49.99 VEHICLE VIDEO DETECTION SYSTEM (CAMERAS W/ INTERNAL Not shown on B sheets. (See Traffic Signal Plans) 2 2 EACH 604-19.27 MANHOLE PROCESSORS, TERMINATION PANELS, CAT 5 CABLE, 21 21 EACH 604-20.30 ADJUSTING MANHOLE TO GRADE AND MISC. HARDWARE) 1 1 EACH 604-23.06 HYDRODYNAMIC SEPARATOR (6') 444 444 LF 904-51.00 CONDUIT, 1" Not shown on B sheets. (See Traffic Signal Plans) 4 4 EACH 604-40.11 PIPE COLLAR, TYPE "A" (CONCRETE) 505 505 LF 904-52.00 CONDUIT, 2" Not shown on B sheets. (See Traffic Signal Plans) 41 41 EACH 604-90.40 ADJUST INLET STONE TO GRADE 863 863 LF 904-54.00 CONDUIT, 4" Not shown on B sheets. (See Traffic Signal Plans) 18 18 EACH 604-90.50 REPLACE PRECAST INLET STONE AND ADJUST TO GRADE 5 5 EACH 904-74.99 CONDUIT REPAIR (LOCATE BROKEN CONDUIT, EXCAVATE, Not shown on B sheets. (See Traffic Signal Plans) 4 4 EACH 604-90.55 REPLACE INLET LID REMOVE EXISTING CABLE, REPAIR/REPLACE CONDUIT, 4 4 EACH 606-30.87 TYPE A CRASHWORTHY END TERMINAL (25.0FT LENGTH, MASH TL-2) Includes wood back side guardrail protection REINSTALL CABLE, BACKFILL AND RESTORE) 337 337 L.F. 606-60.00 GUARDRAIL, MGS W-BEAM, 6FT 3IN SPACING, 6FT POSTS Includes wood back side guardrail protection 2240 2240 LF 904-83.05 CABLE, SIGNAL, #14 GAUGE, 5 CONDUCTOR Not shown on B sheets. (See Traffic Signal Plans) 512 512 L.F. 607-01.60 CHAIN LINK FENCE (60") 2650 2650 LF 904-83.07 CABLE, SIGNAL, #14 GAUGE, 7 CONDUCTOR Not shown on B sheets. (See Traffic Signal Plans) 240 240 L.F. 607-01.72 CHAIN LINK FENCE (72") 360 360 LF 904-84.00 WIRE, STRANDED GROUND, #6 GAUGE Not shown on B sheets. (See Traffic Signal Plans) 203.8 203.8 S.Y. 608-10.90 REMOVE AND REPLACE CONCRETE MEDIAN/ISLAND 1350 1350 LF 904-85.05 CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, Not shown on B sheets. (See Traffic Signal Plans) 110 110 L.F. 608-40.02 CONCRETE MEDIAN STRIP (2' WIDE) W/TUBE JACKET (IN CONDUIT AND PULL BOXES) 402.2 402.2 S.Y. 608-50.96 REMOVE AND REPLACE PAVED DRIVEWAY APPROACH (6") 8710 8710 LF 904-85.06 CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, Not shown on B sheets. (See Traffic Signal Plans) 347.3 347.3 S.Y. 608-51.96 REMOVE AND REPLACE PAVED DRIVEWAY APPROACH (7"), W/TUBE JACKET (IN SAWED SLOT) VERY EARLY STRENGTH 6710 6710 LF 904-85.18 CABLE, PUSH BUTTON AND/OR DETECTOR LOOP LEAD-IN, Not shown on B sheets. (See Traffic Signal Plans) 1204 1204 L.F. 609-10.53 CURB AND GUTTER, VERTICAL #18 GAUGE, 2 CONDUCTOR (SHIELDED) 1318 1318 L.F. 609-10.55 CURB AND GUTTER, MOUNTABLE (3") 490 490 LF 904-85.34 CABLE, COMMUNICATION, #18 GAUGE, 4 CONDUCTOR (APS) Not shown on B sheets. (See Traffic Signal Plans) 465 465 L.F. 609-10.93 REMOVE AND REPLACE CURB AND GUTTER (VARIOUS WIDTHS), 90 90 LF 904-85.80 CABLE, COMMUNICATION, VIDEO DETECTION CAMERA, Not shown on B sheets. (See Traffic Signal Plans) VERT/MOUNTABLE #18 GAUGE, 3 CONDUCTOR 1 1 L.S. 612-30.10 STANDARD TRAFFIC CONTROL DEVICES Not shown on B sheets. 120 120 LF 904-85.81 CABLE, COMMUNICATION, POWER, PTZ CAMERA, #24 GAUGE, Not shown on B sheets. (See Traffic Signal Plans) 2 2 EACH 612-60.92 ARROW PANEL, TYPE "B" (NOISELESS), RENTAL Not shown on B sheets. 4 PAIR (SHIELDED) Not shown on B sheets. (See Traffic Signal Plans) 4 4 EACH 612-70.20 CHANGEABLE MESSAGE BOARD (NOISELESS), RENTAL Not shown on B sheets. 1 1 EACH 904-86.01 POWER SUPPLY ASSEMBLY, ON WOOD UTILITY POLE, 120 240 VOLT Not shown on B sheets. (See Traffic Signal Plans) 100.0 100.0 S.Y. 613-10.18 JOINT REPAIR - TRANSVERSE, HIGH EARLY STRENGTH 2 2 EACH 904-88.01 PULL BOX, SINGLE, CONCRETE Not shown on B sheets. (See Traffic Signal Plans) 100.0 100.0 S.Y. 613-10.91 JOINT REPAIR - TRANSVERSE, VERY EARLY STRENGTH 2 2 EACH 904-88.02 PULL BOX, DOUBLE, CONCRETE Not shown on B sheets. (See Traffic Signal Plans) 1 1 L.S. 619-00.00 MOBILIZATION Not shown on B sheets. 1 1 EACH 904-89.17 PREFORMED PULL BOX (17"W X 30"L X 26" MIN. H), Not shown on B sheets. (See Traffic Signal Plans) 57 57 L.F. 726-23.12 12" CLASS III REINFORCED CONCRETE PIPE CULVERT REINFORCED POLYMER CONCRETE Not shown on B sheets. (See Traffic Signal Plans) (GASKET TYPE) 1 1 EACH 904-90.17 PREFORMED PULL BOX (17"W X 30"L X 26"MIN.H), Not shown on B sheets. (See Traffic Signal Plans) 21 21 L.F. 726-25.15 15" CLASS V REINFORCED CONCRETE PIPE CULVERT REINFORCED POLYMER CONCRETE W/1' CONCRETE APRON Not shown on B sheets. (See Traffic Signal Plans) (GASKET TYPE) 8 8 EACH 904-91.43 BASE, TYPE P-3, CONCRETE Not shown on B sheets. (See Traffic Signal Plans) 17 17 L.F. 726-54.15 15" POLYVINYL CHLORIDE PIPE 3 3 EACH 904-91.57 BASE, TYPE B-7, CONCRETE Not shown on B sheets. (See Traffic Signal Plans) 92 92 L.F. 726-25.18 18" CLASS V REINFORCED CONCRETE PIPE CULVERT 1 1 EACH 904-91.59 BASE, TYPE B-9, CONCRETE Not shown on B sheets. (See Traffic Signal Plans) (GASKET TYPE) 2 2 EACH 904-91.73 BASE, TYPE C-3, CONCRETE Not shown on B sheets. (See Traffic Signal Plans) 1588 1588 S.Y. 803-10.00 SODDING 25 25 EACH 904-95.10 OPENING DRILLED IN EXISTING CONCRETE PULL BOX Not shown on B sheets. (See Traffic Signal Plans) 4927 4927 S.Y. 803-20.00 STRIP SODDING 3 3 EACH 904-95.20 REMOVAL OF CONCRETE SINGLE PULL BOX Not shown on B sheets. (See Traffic Signal Plans) 1 1 L.S. 806-45.00 INLET PROTECTION Not shown on B sheets. 1 1 EACH 904-95.21 REMOVAL OF CONCRETE DOUBLE PULL BOX Not shown on B sheets. (See Traffic Signal Plans) 4245 4245 L.F. 806-70.00 SILT FENCE 2 2 EACH 904-95.30 REMOVAL OF PREFORMED PULL BOX Not shown on B sheets. (See Traffic Signal Plans) 20 20 EACH 904-95.30 ADJUSTMENT OF PREFORMED PULL BOX STRUCTURAL ITEMS 1 1 EACH 904-95.40 ADJUSTMENT OF CONCRETE SINGLE PULL BOX Not shown on B sheets. (See Traffic Signal Plans) 18.0 18.0 S.Y. 202-20.99 REMOVAL OF BRIDGE APPROACH SLAB Partial removal of barrier curb and approach slab 1 1 EACH 904-95.42 ADJUSTMENT OF CONCRETE DOUBLE PULL BOX Not shown on B sheets. (See Traffic Signal Plans) 23.0 23.0 S.Y. 503-10.00 BRIDGE APPROACH SLAB 4 4 EACH 904-96.20 REMOVAL OF CONCRETE BASE, TYPE A,B,F (FULL DEPTH, UNDER 3.0 CUBI Not shown on B sheets. (See Traffic Signal Plans) 1 1 EACH 703-42.16 SAFETY BARRIER CURB TRANSITION 1 1 EACH 904-97.20 REMOVAL OF SIGNAL EQUIPMENT (INTERSECTION) Not shown on B sheets. (See Traffic Signal Plans) 710 710 S.F. 703-90.15 MODULAR BLOCK WALL (H<4') 2 2 EACH 904-97.33 REMOVAL OF EXISTING CONTROLLER CABINET Not shown on B sheets. (See Traffic Signal Plans) 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

i f t h t t h R E SP ON S I B I L I T Y S C A

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h

h i h

ny li it d

by DESIGNED:

ll t h h

ETATS O F M SSOURI

by d i l i

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

21R & 22R 4/4/2022

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f h l ting

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7/29/2022

P U B L I C W O R K S T R AN SP O R T A T I ON

O R. D. ASHRAFZADEH

I IPROFESS O N A L REENGNE I A R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H ) B. S. JORDAN J. A. HAAS

S H EET 2 O F 2 S U MM A R Y O F QUAN T I T I E S 202 OF3 TOTALS SUBTOTAL UNIT ITEM NO. DESCRIPTION REMARKS TOTALS SUBTOTAL UNIT ITEM NO. DESCRIPTION REMARKS TRAFFIC SIGNAL ITEMS (CONT.) TRAFFIC SIGNAL ITEMS 18 18 EACH 904-97.42 REMOVAL OF SIGNAL HEAD Not shown on B sheets. (See Traffic Signal Plans) 850 850 LF 904-98.81 RELOCATION OF EXISTING INTERCONNECT CABLE Not shown on B sheets. (See Traffic Signal Plans) 430 430 LF 904-98.89 RELOCATION OF EXISTING SIGNAL CABLES Not shown on B sheets. (See Traffic Signal Plans) 180 180 EACH 904-99.09 FIBER-OPTIC TERMINATION Not shown on B sheets. (See Traffic Signal Plans) 180 180 EACH 904-99.10 FIBER-OPTIC FUSION SPLICE Not shown on B sheets. (See Traffic Signal Plans) PEDESTRIAN AND BICYCLE ITEMS 10681.0 10681.0 S.Y. 608-60.04 CONCRETE SIDEWALK (4" THICK) 130.0 130.0 S.Y. 608-60.06 CONCRETE SIDEWALK (6" THICK) 45.6 45.6 S.Y. 608-60.07 CONCRETE SIDEWALK, CURB RAMP (7" THICK) 93 93 EACH 608-60.08 CONCRETE CURB RAMP 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

h i h R E SP ON S I B I L I T Y S C A

ny li it d t t h DESIGNED:

i f i ti pon i b ility f nd

ll t h h d t o b e I

ETATS O F M SSOURI

b E s ti m a t e s R e po r t s o r o t h e r D

nd d

by d i l i t

h 5/17/2022

by m y s ea l a r e do c u m e n t s i n t e P U B L I C W O R K S T R AN SP O R T A T I ON

f h l ting

h by i f 21R & 22R 4/4/2022 A R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H ) B. S. JORDAN J. A. HAAS

nd a u t ho r i ze d O R. D. ASHRAFZADEH

e WWW HO R N E R S H I F R I N C O M 3145314321 F AX : 3145316966 S A I N T L OU I S M I SS OU R I 63103 401 S 18 T H S T R EET S U I TE 400 E X P I R A T I ON DA TE : D E C E M B E R 31 2022 D I S C I P L I N E P R O F E SS I ONA L E NG I N EE R I NG

I IPROFESS O N A L ENREENG I 202 OF 4

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S H EET 1 O F 4 S C H E DU LE O F QUAN T I T I E S 201 OF3 201-20.22 TREE REMOVAL, 6"-15" 405-30.25 ASPHALT PAVEMENT REPAIR, (FULL DEPTH) CONT. Includes stump removal 2' below grade. OVERLAY - Est. at 1.75" thick and 0.0574 Ton/SY/Inch DIMENSIO QUANTITY QUANTITY AREA QUANTITY LOCATION STATION SIDE FT x FT S.Y. (0.1) REMARKS LOCATION STATION SIDE EACH (1.0)REMARKS LOCATION SIDE WIDTH S.Y. (0.1) TON (0.1) REMARKS BAXTER 104+50 BOTH 10 X 50 55.6 BAXTER 31+67 LEFT 1 8" PINE TREE BAXTER BOTH VARIES 33385.7 3353.6 STA 10+27.89 - STA 83+65 BAXTER VARIOUS BOTH 50.0 BAXTER 31+72 LEFT 1 15" PINE TREE BAXTER BOTH VARIES 13564.3 1362.5 STA 84+76 - STA 114+54.38 BAXTER 49+10 LEFT 1 14" MAPLE TREE TOTAL: 396.2 BAXTER 49+45 LEFT 3 12" ASH TREE TOTAL: 4716.1 BAXTER 54+20 LEFT 1 15" TREE 405-30.30 TYPE "X" BITUMINOUS CONCRETE (BASE) BAXTER 54+45 LEFT 1 15" TREE 405-30.10 TYPE "C" BITUMINOUS CONCRETE (PAVEMENT) 7.5" estimated and 0.0574 Ton/SY/Inch BAXTER 66+10 LEFT 1 8" ASH TREE 2" Estimated and 0.0574 Ton/SY/Inch AREA QUANTITY BAXTER 66+54 LEFT 1 10" SYCAMORE TREE AREA QUANTITY LOCATION SIDE S.Y. (0.1) TON (0.1) REMARKS BAXTER 66+60 LEFT 1 10" HACKBERRY TREE LOCATION STATION SIDE S.Y. (0.1) TON (0.1) REMARKS 14+11.88 RIGHT 26.8 11.5 COMMERCIAL ENTRANCE BAXTER 66+62 LEFT 1 10" OAK TREE BAXTER 14+11.88 RIGHT 26.8 3.1 COMMERCIAL ENTRANCE BAXTER 66+90 LEFT 1 14" ASH TREE BAXTER 19+37 LEFT 146.3 16.8 WILDWOOD PARKWAY TOTAL: 11.5 BAXTER 20+59 RIGHT 114.6 13.2 QUINNMOOR DRIVE BAXTER 29+34 RIGHT 174.2 20.0 EAST CLAYMONT DRIVE 407-10.27 TACK-EMULSIFIED ASPHALT (SS-1H) TOTAL: 13 BAXTER 37+65 RIGHT 126.6 14.5 GREENMORE DRIVE Application rate of 0.15 Gal/SY BAXTER 41+02 LEFT 156.2 17.9 HILL TRAIL DRIVE AREA QUANTITY 201-20.23 TREE REMOVAL, OVER 15" BAXTER 49+32 RIGHT 127.1 14.6 GREENMORE DRIVE LOCATION STATION WIDTH S.Y. (0.1) GAL (10.0)REMARKS Includes stump removal 2' below grade. BAXTER 55+11 RIGHT 103.3 11.9 SHADY MEADOWS DRIVE BAXTER - VARIES 33385.7 5008 STA 10+27.89 - STA 83+65 QUANTITY BAXTER 69+14 RIGHT 80.4 9.2 CLEAR MEADOWS DRIVE - VARIES 13564.3 2035 STA 84+76 - STA 114+54.38 LOCATION STATION SIDE EACH (1.0)REMARKS BAXTER 69+84 RIGHT 78.4 9.0 CLEAR MEADOWS DRIVE 19+36 LEFT 26.8 5 COMMERCIAL ENTRANCE BAXTER 53+85 LEFT 1 24" TREE BAXTER 88+75 RIGHT 113.8 13.1 BAXTER HEIGHTS COURT 19+37 LEFT 146.3 22 WILDWOOD PARKWAY BAXTER 53+95 LEFT 1 18" TREE BAXTER 99+31 RIGHT 147.1 16.9 ELANNCHESTER DRIVE 20+59 RIGHT 114.6 18 QUINNMOOR DRIVE BAXTER R 28+45 LEFT 1 36" TREE BAXTER VARIOUS BOTH 385.1 66.3 3" ASPHALT OVER BASE WIDENING 29+34 RIGHT 174.2 27 EAST CLAYMONT DRIVE 37+65 RIGHT 126.6 19 GREENMORE DRIVE TOTAL: 3 TOTAL: 226.5 41+02 LEFT 156.2 24 HILL TRAIL DRIVE 49+32 RIGHT 127.1 20 GREENMORE DRIVE 203-10.00 CLASS "A" EXCAVATION 405-30.20 TYPE "D" BITUMINOUS CONCRETE (PAVEMENT) 55+11 RIGHT 103.3 16 SHADY MEADOWS DRIVE QUANTITY 4" Estimated and 0.0574 Ton/SY/Inch 69+14 RIGHT 80.4 13 CLEAR MEADOWS DRIVE LOCATION STATION STATION SIDE C.Y. (0.1) REMARKS AREA QUANTITY 69+84 RIGHT 78.4 12 CLEAR MEADOWS DRIVE BAXTER 31+65 35+00 LEFT 92.0 LOCATION STATION STATION SIDE S.Y. (0.1) TON (0.1) REMARKS 88+75 RIGHT 113.8 18 BAXTER HEIGHTS COURT BAXTER 70+23 75+20 LEFT 202.3 46.5 99+31 RIGHT 147.1 23 ELANNCHESTER DRIVE TOTAL: 92.0 75+77 77+44 LEFT 80.4 18.5 77+48 80+27 LEFT 131.9 30.3 TOTAL: 7260 203-60.00 COMPACTING EMBANKMENT 80+31 82+00 LEFT 64.8 14.9 QUANTITY 81+43 83+65 RIGHT 158.8 36.5 407-10.99 LIQUID EMULSION (CRS-2P), AGGREGATE SEAL COAT LOCATION STATION SIDE C.Y. (1.0) REMARKS 82+09 83+66 LEFT 57.7 13.2 Application rate of 0.28 Gal/SY BAXTER VARIOUS LEFT 79 84+75 85+40 LEFT 37.6 8.6 AREA QUANTITY 84+91 87+13 RIGHT 146.9 33.7 LOCATION STATION SIDE S.Y. (0.1) GAL (10.0)REMARKS TOTAL: 79 85+48 86+29 LEFT 56.0 12.9 BAXTER 70+23 LEFT 202.3 57 86+89 87+42 LEFT 17.3 4.0 75+77 LEFT 80.4 13 204-60.10 EMBANKMENT IN PLACE 87+51 93+34 LEFT 225.2 51.7 77+48 LEFT 131.9 20 QUANTITY 88+28 88+53 RIGHT 17.7 4.1 80+31 LEFT 64.8 10 LOCATION STATION SIDE C.Y. (0.5) REMARKS 88+99 89+22 RIGHT 13.9 3.2 81+43 RIGHT 158.8 24 BAXTER VARIOUS LEFT 349.0 93+43 93+49 LEFT 7.9 1.8 82+09 LEFT 57.7 9 94+28 101+53 LEFT 361.9 83.1 84+75 LEFT 37.6 6 TOTAL: 349.0 97+64 99+06 RIGHT 110.7 25.4 84+91 RIGHT 146.9 23 99+56 99+78 RIGHT 12.8 2.9 85+48 LEFT 56.0 9 304-05.04 TYPE 5 AGGREGATE BASE (4" THICK) 101+57 102+57 LEFT 47.9 11.0 86+89 LEFT 17.3 3 Exact locations and quantities to be determined by Engineer. 102+60 102+69 RIGHT 3.4 0.8 87+51 LEFT 225.2 34 QUANTITY 102+75 102+84 RIGHT 5.0 1.1 88+28 RIGHT 17.7 3 LOCATION SIDE S.Y. (0.1) REMARKS 103+21 103+39 LEFT 6.3 1.5 88+99 RIGHT 13.9 3 BAXTER BOTH 10681.0 4" Sidewalk 103+48 104+32 LEFT 40.8 9.4 93+43 LEFT 7.9 2 BAXTER BOTH 130.0 6" Sidewalk 106+34 106+92 LEFT 19.1 4.4 94+28 LEFT 361.9 55 BAXTER BOTH 45.6 7" Sidewalk 107+82 108+01 LEFT 8.7 2.0 97+64 RIGHT 110.7 17 BAXTER BOTH 402.2 6" Paved Approaches 99+56 RIGHT 12.8 2 BAXTER BOTH 347.3 7" Paved Approaches TOTAL: 421.3 101+57 LEFT 47.9 8 BAXTER BOTH 954.8 Remove & Replace 6" Concrete Pavement 102+60 RIGHT 3.4 1 BAXTER BOTH 227.2 Remove & Replace 7" Concrete Pavement 405-30.25 ASPHALT PAVEMENT REPAIR, (FULL DEPTH) 102+75 RIGHT 5.0 1 BAXTER BOTH 207.8 Remove & Replace 8" Concrete Pavement DIMENSIO QUANTITY 103+21 LEFT 6.3 1 BAXTER BOTH 385.1 Concrete Base Widening LOCATION STATION SIDE FT x FT S.Y. (0.1) REMARKS 103+48 LEFT 40.8 7 BAXTER BOTH 829.7 Curb and Gutter BAXTER 12+00 RIGHT 10 X 4 4.4 Exact locations and quantities to be determined by Engineer. 106+34 LEFT 19.1 3 BAXTER 14+45 LEFT 15 X 4 6.7 Includes sawcutting, aggregate base and excavation. 107+82 LEFT 8.7 2 TOTAL: 14210.8 BAXTER 15+20 RIGHT 35 X 4 15.6 BAXTER 16+55 RIGHT 6 X 20 13.3 TOTAL: 320 404-09.03 SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG70-22)C BAXTER 18+75 RIGHT 10 X 6 6.7 WEDGE - Est. at 1.25" thick and 0.0574 Ton/SY/Inch BAXTER 19+00 LEFT 35 X 10 38.9 AREA QUANTITY BAXTER 19+60 LEFT 25 X 10 27.8 LOCATION SIDE WIDTH S.Y. (0.1) TON (0.1) REMARKS BAXTER 19+70 BOTH 8 X 8 7.1 BAXTER BOTH VARIES 33385.7 2395.4 STA 10+27.89 - STA 83+65 BAXTER 20+30 RIGHT 12 X 12 16.0 BAXTER BOTH VARIES 13564.3 973.2 STA 84+76 - STA 114+54.38 BAXTER 24+45 LEFT 60 X 4 26.7 BAXTER 30+55 RIGHT 6 X 6 4.0 TOTAL: 3368.7 BAXTER 33+70 BOTH 6 X 36 24.0 BAXTER 33+76 RIGHT 12 X 15 20.0 BAXTER 45+05 LEFT 45 X 4 20.0 BAXTER 66+85 BOTH 50 X 8 44.4 BAXTER 68+95 RIGHT 8 X 8 7.1 BAXTER 70+05 LEFT 12 X 6 8.0

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

404-12.71 SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22)CLP

j t d f

nd a u t ho r i ze d by m y s ea l a r e do c u m e R E SP ON S I B I L I T Y S C A

by d i l i nd e d t o b e I

h i h t t h DESIGNED:

ll t h h

i f i ti pon i b ility f

ny li it d by

b E s ti m a t e s R e po r t s o r o t h e r D

nd d

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ny p

ETATS O F M SSOURI

i f t h WWW HO R N E R S H I F R I N C O M 3145314321 F AX : 3145316966 S A I N T L OU I S M I SS OU R I 63103 401 S 18 T H S T R EET S U I TE 400 E X P I R A T I ON DA TE : D E C E M B E R 31 2022 D I S C I P L I N E P R O F E SS I ONA L E NG I N EE R I NG

21R & 22R 4/4/2022 A R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H ) B. S. JORDAN J. A. HAAS

n t s i n t e O R. D. ASHRAFZADEH

h P U B L I C W O R K S T R AN SP O R T A T I ON

I IPROFESS O N A L ENREENG I 202 OF 5

5/17/2022

S H EET 2 O F 4 S C H E DU LE O F QUAN T I T I E S 201 OF4 409-10.97 TYPE A2 TRAP ROCK (COVER AGGREGATE - SEAL COAT) 502.11.77 REMOVE AND REPLACE CONCRETE PAVEMENT (7" NON-REINFORCED), INCLUDES CURBS 604-20.30 ADJUSTING MANHOLE TO GRADE AREA Exact locations and quantities to be determined by Engineer. Exact locations and quantities to be determined by Engineer. LOCATION STATION SIDE S.Y. (1.0) REMARKS QUANTITY QUANTITY BAXTER 70+23 LEFT 202 LOCATION STATION SIDE S.Y. (0.1) REMARKS LOCATION STATION SIDE EACH (1.0)REMARKS 75+77 LEFT 80 BAXTER 107+33 LEFT 227.2 ANDERSOHN DRIVE BAXTER 16+05 LEFT 1 77+48 LEFT 132 BAXTER 18+00 LEFT 1 80+31 LEFT 65 TOTAL: 227.2 BAXTER 18+65 LEFT 1 81+43 RIGHT 159 BAXTER 19+15 LEFT 1 82+09 LEFT 58 509-13.08 CONCRETE BASE WIDENING (8" NON-REINFORCED) BAXTER 23+25 RIGHT 1 84+75 LEFT 38 Exact locations and quantities to be determined by Engineer. BAXTER 29+80 RIGHT 2 84+91 RIGHT 147 QUANTITY BAXTER 30+60 RIGHT 2 85+48 LEFT 56 LOCATION STATION STATION SIDE S.Y. (0.1) REMARKS BAXTER 30+65 LEFT 1 86+89 LEFT 17 BAXTER 10+43 11+22 RIGHT 114.7 BAXTER 31+15 RIGHT 1 87+51 LEFT 225 BAXTER 81+43 83+65 RIGHT 106.3 BAXTER 57+40 RIGHT 1 88+28 RIGHT 18 BAXTER 84+75 87+12 RIGHT 114.1 BAXTER 59+98 RIGHT 1 88+99 RIGHT 14 BAXTER VARIOUS BOTH 50.0 BAXTER 61+50 RIGHT 1 93+43 LEFT 8 BAXTER 64+40 RIGHT 1 94+28 LEFT 362 TOTAL: 385.1 BAXTER 64+75 RIGHT 1 97+64 RIGHT 111 BAXTER 66+95 RIGHT 1 99+56 RIGHT 13 603-10.35 ADJUST WATER SERVICE VALVE BOX TO GRADE BAXTER 68+45 RIGHT 1 101+57 LEFT 48 Exact locations and quantities to be determined by Engineer. BAXTER 70+18 RIGHT 1 102+60 RIGHT 3 QUANTITY BAXTER 102+70 LEFT 1 102+75 RIGHT 5 LOCATION STATION SIDE EACH (1.0)REMARKS BAXTER 103+15 RIGHT 1 103+21 LEFT 6 BAXTER 12+03 LEFT 1 103+48 LEFT 41 BAXTER 12+05 RIGHT 1 TOTAL: 21 106+34 LEFT 19 BAXTER 14+47 RIGHT 1 107+82 LEFT 9 BAXTER 14+90 RIGHT 1 604-23.06 HYDRODYMANIC SEPARATOR (6') BAXTER 16+55 RIGHT 1 QUANTITY TOTAL: 1840 BAXTER 19+57 LEFT 1 LOCATION STATION SIDE EACH(1) REMARKS BAXTER 20+40 RIGHT 1 BAXTER 97+74 RT 1 412-10.02 PAVEMENT SURFACING AND TEXTURING (0"TO 2"), CONCRETE OR ASPHALT BAXTER 41+35 LEFT 1 QUANTITY BAXTER 45+80 LEFT 1 TOTAL: 1 LOCATION STATION SIDE WIDTH S.Y. (1.0) REMARKS BAXTER 49+55 RIGHT 1 BAXTER 14+11.88 RIGHT VARIES 27 COMMERCIAL ENTRANCE BAXTER 51+80 RIGHT 1 604-40.11 PIPE COLLAR, TYPE "A" (CONCRETE) 19+37 LEFT VARIES 146 WILDWOOD PARKWAY BAXTER 54+65 RIGHT 1 QUANTITY 20+59 RIGHT VARIES 115 QUINNMOOR DRIVE BAXTER 55+45 RIGHT 1 LOCATION STATION SIDE EACH (1.0)REMARKS 29+34 RIGHT VARIES 174 EAST CLAYMONT DRIVE BAXTER 70+00 LEFT 1 BAXTER 11+04 RT 1 37+65 RIGHT VARIES 127 GREENMORE DRIVE BAXTER 75+03 LEFT 1 BAXTER 58+05 LT 1 41+02 LEFT VARIES 156 HILL TRAIL DRIVE BAXTER 79+65 LEFT 1 BAXTER 61+13 LT 1 49+32 RIGHT VARIES 127 GREENMORE DRIVE BAXTER 98+95 LEFT 1 BAXTER 64+75 LT 1 55+11 RIGHT VARIES 103 SHADY MEADOWS DRIVE BAXTER 101+25 LEFT 1 69+14 RIGHT VARIES 80 CLEAR MEADOWS DRIVE BAXTER 104+90 LEFT 1 TOTAL: 4 69+84 RIGHT VARIES 78 CLEAR MEADOWS DRIVE 88+75 RIGHT VARIES 114 BAXTER HEIGHTS COURT TOTAL: 19 604-90.40 ADJUST INLET STONE TO GRADE 99+31 RIGHT VARIES 147 ELANNCHESTER DRIVE Exact locations and quantities to be determined by Engineer. 604-12.01 SINGLE CURB INLET, UNTRAPPED QUANTITY TOTAL: 1395 QUANTITY LOCATION STATION SIDE EACH (1.0)REMARKS LOCATION STATION SIDE EACH (1.0)REMARKS BAXTER 13+45 LEFT 1 412-10.04 PAVEMENT SURFACING AND TEXTURING (0"TO 4"), CONCRETE OR ASPHALT BAXTER 11+19 RIGHT 1 BAXTER 15+20 LEFT 1 QUANTITY BAXTER 64+66 LEFT 1 BAXTER 21+05 RIGHT 1 LOCATION SIDE WIDTH S.Y. (1.0) REMARKS BAXTER 22+05 RIGHT 1 BAXTER BOTH VARIES 33386 STA 10+27.89 - STA 83+65 TOTAL: 2 BAXTER 23+70 LEFT 1 BAXTER BOTH VARIES 13564 STA 84+76 - STA 114+54.38 BAXTER 25+05 LEFT 1 604-12.02 DOUBLE CURB INLET, UNTRAPPED BAXTER 25+05 RIGHT 1 TOTAL: 46950 QUANTITY BAXTER 27+05 RIGHT 1 LOCATION STATION SIDE EACH (1.0)REMARKS BAXTER 28+60 RIGHT 1 502.10.58 REMOVE AND REPLACE CONCRETE PAVEMENT (8" NON-REINFORCED), VERY EARLY STRENGTH BAXTER 58+05 LEFT 1 BAXTER 30+40 RIGHT 1 Exact locations and quantities to be determined by Engineer. BAXTER 61+13 LEFT 1 BAXTER 30+45 LEFT 1 QUANTITY BAXTER 97+59 RIGHT 1 BAXTER 31+55 RIGHT 1 LOCATION STATION SIDE S.Y. (0.1) REMARKS BAXTER 32+90 RIGHT 1 BAXTER 104+40 BOTH 80.0 TOTAL: 3 BAXTER 32+90 LEFT 2 BAXTER 105+30 RIGHT 16.7 HOLLOWAY 200+50 RIGHT 1 BAXTER 106+00 RIGHT 11.1 604-19.27 MANHOLE HOLLOWAY 201+45 LEFT 1 BAXTER VARIOUS BOTH 100.0 QUANTITY HOLLOWAY 201+70 LEFT 1 LOCATION STATION SIDE EACH (1.0)REMARKS BAXTER 35+50 LEFT 1 AREA INLET TOTAL: 207.8 BAXTER 97+70 RT 1 BAXTER 60+00 RIGHT 2 BAXTER 97+81 RT 1 BAXTER 61+60 RIGHT 1 502.11.76 REMOVE AND REPLACE CONCRETE PAVEMENT (6" NON-REINFORCED), INCLUDES CURBS BAXTER 64+70 RIGHT 2 Exact locations and quantities to be determined by Engineer. TOTAL: 2 BAXTER 66+95 RIGHT 2 QUANTITY BAXTER 68+60 RIGHT 2 LOCATION STATION SIDE S.Y. (0.1) REMARKS BAXTER 70+30 RIGHT 1 BAXTER 55+13 LEFT 155.4 SHADY MEADOWS DRIVE BAXTER 70+35 LEFT 1 BAXTER 65+23 LEFT 156.3 FOREST LEAF DRIVE BAXTER 75+20 LEFT 1 AREA INLET BAXTER 75+49 LEFT 155.0 BAXTER ACRES DRIVE BAXTER 77+45 LEFT 1 BAXTER 86+60 LEFT 153.6 BAXTER COMMONS DRIVE BAXTER 80+30 LEFT 1 BAXTER 93+91 LEFT 182.4 BAXTER COMMONS DRIVE BAXTER 82+05 LEFT 2 BAXTER 102+88 LEFT 152.0 SPRING MEADOWS DRIVE BAXTER 87+45 LEFT 2 BAXTER 93+45 LEFT 2 TOTAL: 954.8 BAXTER 103+45 LEFT 2 TOTAL: 41 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

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r e do c u m e n R E SP ON S I B I L I T Y S C A

h i h nd e d t o b e I h

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ea l i f t h t t h DESIGNED:

ny li it d t

ETATS O F M SSOURI

i f i ti pon i b ility f

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by d i l i t s

b E s ti m a t e s R e po r t s o r o t h e r D

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e P U B L I C W O R K S T R AN SP O R T A T I ON

21R & 22R 4/4/2022 A R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H ) B. S. JORDAN J. A. HAAS

i n O R. D. ASHRAFZADEH

5/17/2022

I IPROFESS O N A L ENREENG I 202 OF 6

S H EET 3 O F 4 S C H E DU LE O F QUAN T I T I E S 201 OF5 604-90.50 REPLACE PRECAST INLET STONE AND ADJUST TO GRADE 608-40.02 CONCRETE MEDIAN STRIP (2' WIDE) 609-10.93 REMOVE AND REPLACE CURB AND GUTTER (VARIOUS WIDTHS), VERT/MOUNTABLE Exact locations and quantities to be determined by Engineer. Exact locations and quantities to be determined by Engineer. Exact locations and quantities to be determined by Engineer. Includes sawcutting. QUANTITY QUANTITY QUANTITY LOCATION STATION SIDE EACH (1.0)REMARKS LOCATION STATION STATION SIDE L.F. (1) REMARKS LOCATION STATION STATION SIDE L.F. (1.0) REMARKS BAXTER 18+75 RIGHT 1 BAXTER 83+65 84+75 LEFT 110 BAXTER 13+45 13+60 LEFT 15 BAXTER 20+05 RIGHT 2 BAXTER 13+80 14+05 LEFT 25 BAXTER 27+05 RIGHT 1 TOTAL: 110 WILDWOOD PARKWAY - LEFT 10 BAXTER 28+60 LEFT 1 BAXTER 23+40 23+45 RIGHT 5 BAXTER 30+30 LEFT 1 608-50.96 REMOVE AND REPLACE PAVED DRIVEWAY APPROACH (6") BAXTER 24+50 24+65 LEFT 15 BAXTER 31+95 LEFT 1 Exact locations and quantities to be determined by Engineer. BAXTER 25+65 25+70 RIGHT 5 BAXTER 34+55 LEFT 1 QUANTITY BAXTER 27+05 27+10 RIGHT 5 BAXTER 50+15 LEFT 2 LOCATION STATION SIDE S.Y. (0.1) REMARKS BAXTER 27+80 28+00 LEFT 20 BAXTER 54+65 LEFT 1 BAXTER 22+56.79 RIGHT 28.0 BAXTER 32+10 32+50 RIGHT 40 BAXTER 85+45 LEFT 2 BAXTER 23+57.00 RIGHT 23.0 BAXTER 34+00 34+30 RIGHT 30 BAXTER 102+65 LEFT 1 BAXTER 35+29.32 LEFT 28.3 GREENMORE DR - - RIGHT 15 BAXTER 109+90 RIGHT 2 BAXTER 37+03.31 LEFT 19.2 HILL TRAIL DR - - BOTH 20 BAXTER 111+75 RIGHT 2 BAXTER 39+59.89 RIGHT 15.9 BAXTER 47+05 47+15 LEFT 10 BAXTER 40+65.63 RIGHT 37.8 BAXTER 49+40 49+55 LEFT 15 TOTAL: 18 BAXTER 42+59.42 RIGHT 15.8 BAXTER 49+88 50+08 LEFT 20 BAXTER 43+11.26 RIGHT 22.0 BAXTER 50+65 50+95 LEFT 30 604-90.55 REPLACE INLET LID BAXTER 50+39.61 RIGHT 15.3 BAXTER 54+35 54+45 LEFT 10 Exact locations and quantities to be determined by Engineer. BAXTER 51+27.26 RIGHT 10.1 BAXTER 56+20 56+40 RIGHT 20 QUANTITY BAXTER 52+03.63 RIGHT 9.0 BAXTER 57+45 57+70 RIGHT 25 LOCATION STATION SIDE EACH (1.0)REMARKS BAXTER 52+67.94 RIGHT 12.6 BAXTER 60+30 60+40 RIGHT 10 BAXTER 13+45 LT 1 BAXTER 54+14.70 RIGHT 10.8 BAXTER 61+45 61+65 RIGHT 20 BAXTER 32+95 LT 1 BAXTER 56+58.67 RIGHT 6.8 BAXTER 66+10 66+25 RIGHT 15 BAXTER 80+30 LT 1 BAXTER 57+57.95 RIGHT 12.3 BAXTER 79+65 79+80 LEFT 15 BAXTER 82+05 LT 1 BAXTER 58+47.71 RIGHT 11.3 BAXTER 79+75 79+80 RIGHT 5 BAXTER 59+26.93 RIGHT 9.6 BAXTER 87+70 87+80 LEFT 10 TOTAL: 4 BAXTER 60+30.97 RIGHT 10.9 BAXTER 94+35 94+40 RIGHT 5 BAXTER 61+24.71 RIGHT 13.0 BAXTER 104+40 104+50 LEFT 10 606-30.87 TYPE A CRASHWORTHY END TERMINAL (25.0FT LENGTH, MASH TL-2) BAXTER 62+54.36 RIGHT 7.7 BAXTER 104+40 104+60 RIGHT 20 Exact locations and quantities to be determined by Engineer. Includes back side protection BAXTER 63+48.91 RIGHT 7.1 BAXTER 109+82 109+97 LEFT 15 QUANTITY BAXTER 64+50.99 RIGHT 12.4 BAXTER 111+95 112+00 RIGHT 5 LOCATION STATION SIDE EACH (1) REMARKS BAXTER 65+27.35 RIGHT 7.9 BAXTER 59+42 LEFT 1 BAXTER 66+20.20 RIGHT 7.4 TOTAL: 465 63+17 LEFT 1 BAXTER 67+66.82 RIGHT 11.1 106+18 LEFT 1 BAXTER 84+83.74 RIGHT 28.2 613-10.18 JOINT REPAIR - TRANSVERSE, HIGH EARLY STRENGTH 106+80 LEFT 1 BAXTER 86+39.30 LEFT 8.7 Baxter Commons Drive Exact locations and quantities to be determined by Engineer. QUANTITY TOTAL: 4 TOTAL: 402.2 LOCATION STATION SIDE S.Y. (0.1) REMARKS BAXTER VARIOUS BOTH 100.0 606-60.00 GUARDRAIL, MGS W-BEAM, 6FT 3IN SPACING, 6FT POSTS 608-51.96 REMOVE AND REPLACE PAVED DRIVEWAY APPROACH (7"), VERY EARLY STRENGTH Exact locations and quantities to be determined by Engineer. Includes back side protection Exact locations and quantities to be determined by Engineer. TOTAL: 100.0 QUANTITY QUANTITY LOCATION STATION STATION SIDE L.F. (1) REMARKS LOCATION STATION SIDE S.Y. (0.1) REMARKS 613-10.91 JOINT REPAIR - TRANSVERSE, VERY EARLY STRENGTH BAXTER 59+67 62+92 LEFT 325 BAXTER 11+76.02 LEFT 92.2 COMMERCIAL ENTRANCE Exact locations and quantities to be determined by Engineer. 106+43 106+55 LEFT 12 BAXTER 13+14.33 LEFT 43.3 COMMERCIAL ENTRANCE QUANTITY BAXTER 14+11.88 RIGHT 91.9 COMMERCIAL ENTRANCE LOCATION STATION SIDE S.Y. (0.1) REMARKS TOTAL: 337 BAXTER 16+32.30 LEFT 38.2 COMMERCIAL ENTRANCE BAXTER VARIOUS BOTH 100.0 BAXTER 107+17.28 LEFT 81.7 COMMERCIAL ENTRANCE 607-01.60 CHAIN LINK FENCE (60") TOTAL: 100.0 Exact locations and quantities to be determined by Engineer. TOTAL: 347.3 QUANTITY 726-23.12 12" CLASS III REINFORCED CONCRETE PIPE CULVERT (GASKET TYPE) LOCATION STATION STATION SIDE L.F. (1) REMARKS 609-10.53 CURB AND GUTTER, VERTICAL QUANTITY BAXTER 31+64 33+75 LEFT 212 Exact locations and quantities to be determined by Engineer. Includes sawcutting. LOCATION STATION STATION SIDE L.F. (1) REMARKS 70+26 70+76 LEFT 50 QUANTITY BAXTER 11+04 11+18 RIGHT 18 96+04 98+40 LEFT 250 LOCATION STATION STATION SIDE L.F. (1.0) REMARKS BAXTER 58+06 58+06 LEFT 12 BAXTER 10+50 11+31 RIGHT 144 BAXTER 61+15 61+15 LEFT 12 TOTAL: 512 81+43 83+66 RIGHT 227 BAXTER 64+66 64+75 LEFT 15 81+43 86+09 LEFT 462 607-01.72 CHAIN LINK FENCE (72") 84+89 87+12 RIGHT 229 TOTAL: 57 Exact locations and quantities to be determined by Engineer. 105+41 106+80 LEFT 137 QUANTITY 107+86 107+91 LEFT 5 726-25.15 15" CLASS V REINFORCED CONCRETE PIPE CULVERT (GASKET TYPE) LOCATION STATION STATION SIDE L.F. (1) REMARKS QUANTITY BAXTER 104+00 106+45 LEFT 240 TOTAL: 1204 LOCATION STATION STATION SIDE L.F. (1) REMARKS BAXTER 97+61 97+71 RIGHT 10 TOTAL: 240 609-10.55 CURB AND GUTTER, MOUNTABLE (3") BAXTER 97+71 97+81 RIGHT 11 Exact locations and quantities to be determined by Engineer. Includes sawcutting. 608-10.90 REMOVE AND REPLACE CONCRETE MEDIAN/ISLAND QUANTITY TOTAL: 21 Exact locations and quantities to be determined by Engineer. LOCATION STATION STATION SIDE L.F. (1.0) REMARKS QUANTITY BAXTER 39+50 40+91 LEFT 164 726-54.15 15" POLYVINYL CHLORIDE PIPE LOCATION STATION SIDE S.Y. (0.1) REMARKS 41+14 43+19 LEFT 228 QUANTITY BAXTER 9+40 LEFT 36.7 Island NE Quadrant - Ramp Detail "A" 55+58 64+77 LEFT 926 LOCATION STATION STATION SIDE L.F. (1) REMARKS BAXTER 10+46 RIGHT 45.8 Island Ramp Detail "B" BAXTER 97+71 97+71 RIGHT 9 BAXTER 31+40 LEFT 76.4 Island - Ramp Detail "M" TOTAL: 1318 BAXTER 97+71 97+75 RIGHT 8 BAXTER 31+70 RIGHT 44.9 Island - Ramp Detail "M" TOTAL: 17 TOTAL: 203.8 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

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21R & 22R 4/4/2022 A R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H ) B. S. JORDAN J. A. HAAS

i f O R. D. ASHRAFZADEH

5/17/2022

I IPROFESS O N A L ENREENG I 202 OF 7

S H EET 4 O F 4 S C H E DU LE O F QUAN T I T I E S 201 OF6 726-25.18 18" CLASS V REINFORCED CONCRETE PIPE CULVERT (GASKET TYPE) 904-95.31 ADJUSTMENT OF PREFORMED PULL BOX 608-60.07 CONCRETE SIDEWALK, CURB RAMP (7" THICK) QUANTITY Exact locations and quantities to be determined by Engineer. Exact locations and quantities to be determined by Engineer. LOCATION STATION STATION SIDE L.F. (1) REMARKS QUANTITY QUANTITY BAXTER RD 97+81 98+78 RIGHT 92 LOCATION STATION SIDE EACH (1.0)REMARKS LOCATION STATION SIDE S.Y. (0.1) REMARKS BAXTER 9+40 LEFT 1 BAXTER 11+76.02 LEFT 10.9 First section of sidewalk at 7" paved approaches BAXTER 10+45 LEFT 1 13+14.33 LEFT 7.7 First section of sidewalk at 7" paved approaches TOTAL: 92 BAXTER 16+90 RIGHT 1 14+11.88 RIGHT 9.6 First section of sidewalk at 7" paved approaches BAXTER 27+45 RIGHT 1 16+32.37 LEFT 6.9 First section of sidewalk at 7" paved approaches BAXTER 28+90 RIGHT 1 111+25.17 RIGHT 10.6 First section of sidewalk at 7" paved approaches BAXTER 29+65 RIGHT 1 803-10.00 SODDING BAXTER 31+45 LEFT 1 TOTAL: 45.6 Exact locations and quantities to be determined by Engineer. BAXTER 35+97 LEFT 1 QUANTITY QUANTITY BAXTER 36+90 LEFT 1 608-60.08 CONCRETE CURB RAMP LOCATION STATION STATION SIDE S.Y. (1.0) REMARKS BAXTER 43+75 LEFT 1 Exact locations and quantities to be determined by Engineer. Includes sawcutting. BAXTER 31+65 33+75 LEFT 190 BAXTER 48+90 LEFT 1 QUANTITY BAXTER 66+00 70+50 LEFT 300 BAXTER 51+75 LEFT 1 LOCATION SIDE EACH REMARKS BAXTER 96+00 98+75 LEFT 430 BAXTER 55+95 LEFT 1 CLAYTON RD LEFT 2 NE Quadrant - Ramp Detail "A" BAXTER 104+00 106+30 LEFT 620 BAXTER 60+05 LEFT 1 BAXTER LEFT 1 SW Quadrant - Ramp Detail "B" TREE REMOVALS VARIOUS LEFT 48 BAXTER 63+90 LEFT 1 BAXTER RIGHT 3 Island - Ramp Detail "B" BAXTER 65+60 LEFT 1 BAXTER RIGHT 1 SE Quadrant - Ramp Detail "B" TOTAL: 1588 BAXTER 75+90 LEFT 1 WAVERLY PLACE CT LEFT 1 Ramp Detail "F" BAXTER 79+35 LEFT 2 BAXTER LEFT 1 Ramp Detail "G" 803-20.00 STRIP SODDING BAXTER 83+35 LEFT 1 WAVERLY PLACE CT RIGHT 2 Ramp Detail "H" QUANTITY WILDWOOD PKWY LEFT 2 NE Quadrant - Ramp Detail "I" LOCATION S.Y. (1.0) REMARKS TOTAL: 20 WILDWOOD PKWY RIGHT 2 SE Quadrant - Ramp Detail "I" CURB RAMPS 465 Exact locations and quantities to be determined by Engineer. BAXTER RIGHT 1 STA. 19+12 - Ramp Detail "J" SIDEWALK 4155 608-60.04 CONCRETE SIDEWALK (4" THICK) BAXTER RIGHT 1 STA. 19+61 - Ramp Detail "J" CURB AND GUTTER 307 Exact locations and quantities to be determined by Engineer. BAXTER LEFT 1 STA. 20+36 Ramp Detail "K" QUANTITY BAXTER LEFT 1 STA. 20+88 Ramp Detail "K" TOTAL: 4927 LOCATION STATION STATION SIDE S.Y. (0.1) REMARKS QUINNMOOR DR LEFT 2 NW Quadrant - Ramp Detail "K" BAXTER RD 10+50 108+00 BOTH 3,303.6 5' SIDEWALK QUINNMOOR DR RIGHT 2 SW Quadrant - Ramp Detail "K" 806-70.00 SILT FENCE BAXTER RD 31+84 83+66 LEFT 5,114.6 CONCRETE TRAIL E CLAYMONT DR LEFT 1 NW Quadrant - Ramp Detail "L" Exact locations and quantities to be determined by Engineer. BAXTER RD 84+76 106+78 LEFT 2,127.8 CONCRETE TRAIL E CLAYMONT DR RIGHT 1 SW Quadrant - Ramp Detail "L" QUANTITY BAXTER RD 97+62 98+84 RIGHT 90.1 SIDEWALK REPAIR BAXTER RIGHT 1 NW Quadrant Ramp Detail "M" LOCATION STATION STATION SIDE L.F. (1) REMARKS BAXTER RD 108+05 108+15 RIGHT 5.6 SIDEWALK REPAIR BAXTER LEFT 2 Island - Ramp Detail "M" BAXTER 20+00 20+35 RIGHT 39 BAXTER RD 109+05 109+25 RIGHT 11.1 SIDEWALK REPAIR BAXTER LEFT 1 NE Quadrant - Ramp Detail "M" BAXTER 28+50 29+05 RIGHT 73 BAXTER RD 109+80 110+05 RIGHT 13.9 SIDEWALK REPAIR BAXTER RIGHT 1 SW Quadrant - Ramp Detail "N" OLLOWAY R 200+00 200+85 RIGHT 106 BAXTER RD 110+20 110+40 LEFT 11.1 SIDEWALK REPAIR BAXTER LEFT 3 Island - Ramp Detail "N" BAXTER 32+30 35+65 RIGHT 391 BAXTER RD 111+65 111+70 LEFT 3.3 SIDEWALK REPAIR BAXTER LEFT 1 SE Quadrant - Ramp Detail "N" BAXTER 37+90 39+00 RIGHT 131 GREENMORE DR LEFT 2 SW Quadrant - Ramp Detail "O" BAXTER 48+15 49+05 RIGHT 115 TOTAL: 10,681.0 GREENMORE DR RIGHT 2 SE Quadrant - Ramp Detail "O" BAXTER 49+55 50+30 RIGHT 96 BAXTER LEFT 1 STA. 37+30 - Ramp Detail "O" BAXTER 61+20 65+00 LEFT 412 608-60.06 CONCRETE SIDEWALK (6" THICK) BAXTER LEFT 1 STA. 38+05 - Ramp Detail "O" BAXTER 65+45 71+10 LEFT 607 Exact locations and quantities to be determined by Engineer. HILL TRAIL DR LEFT 2 NE Quadrant - Ramp Detail "P" BAXTER 75+60 83+60 LEFT 794 QUANTITY HILL TRAIL DR RIGHT 2 SE Quadrant - Ramp Detail "P" BAXTER 90+00 91+90 LEFT 190 LOCATION STATION SIDE S.Y. (0.1) REMARKS BAXTER RIGHT 1 STA. 41+24 - Ramp Detail "P" BAXTER 94+10 102+55 LEFT 876 BAXTER 22+56.79 RIGHT 5.0 First section of sidewalk at 6" paved approaches GREENMORE DR LEFT 2 NW Quadrant - Ramp Detail "Q" BAXTER 103+10 107+00 LEFT 415 23+57.00 RIGHT 5.0 First section of sidewalk at 6" paved approaches GREENMORE DR RIGHT 2 SW Quadrant - Ramp Detail "Q" 35+29.32 LEFT 10.0 First section of sidewalk at 6" paved approaches BAXTER LEFT 1 STA. 49+05 - Ramp Detail "Q" TOTAL: 4245 37+03.31 LEFT 10.0 First section of sidewalk at 6" paved approaches BAXTER LEFT 1 STA. 49+65 - Ramp Detail "Q" 39+59.89 RIGHT 5.0 First section of sidewalk at 6" paved approaches SHADY MEADOWS DR LEFT 2 NW Quadrant - Ramp Detail "R" 202-20.99 REMOVAL OF BRIDGE APPROACH SLAB 40+65.63 RIGHT 5.0 First section of sidewalk at 6" paved approaches SHADY MEADOWS DR RIGHT 2 NE Quadrant - Ramp Detail "R" Exact locations and quantities to be determined by Engineer. 42+59.42 RIGHT 5.0 First section of sidewalk at 6" paved approaches SHADY MEADOWS DR LEFT 2 SW Quadrant - Ramp Detail "S" QUANTITY 43+11.26 RIGHT 5.0 First section of sidewalk at 6" paved approaches SHADY MEADOWS DR RIGHT 2 SE Quadrant - Ramp Detail "S" LOCATION STATION STATION SIDE S.Y. (0.1) REMARKS 50+39.61 RIGHT 5.0 First section of sidewalk at 6" paved approaches FOREST LEAF DR LEFT 2 NE Quadrant - Ramp Detail "T" BAXTER 83+65 84+00 LEFT 18.0 Partial removal of barrier curb and approach slab 51+27.26 RIGHT 5.0 First section of sidewalk at 6" paved approaches FOREST LEAF DR RIGHT 2 SE Quadrant - Ramp Detail "T" 52+03.63 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER RIGHT 1 STA. 65+01 - Ramp Detail "T" TOTAL: 18.0 52+67.94 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER RIGHT 1 STA. 65+45 - Ramp Detail "T" 54+14.70 RIGHT 5.0 First section of sidewalk at 6" paved approaches CLEAR MEADOWS DR LEFT 2 NW Quadrant - Ramp Detail "U" 503-10.00 BRIDGE APPROACH SLAB 56+58.67 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER RIGHT 1 STA. 68+75 - Ramp Detail "U" Exact locations and quantities to be determined by Engineer. 57+57.95 RIGHT 5.0 First section of sidewalk at 6" paved approaches CLEAR MEADOWS DR BOTH 2 Center - Ramp Detail "V" QUANTITY 58+47.71 RIGHT 5.0 First section of sidewalk at 6" paved approaches CLEAR MEADOWS DR RIGHT 2 SW Quadrant - Ramp Detail "V" LOCATION STATION STATION SIDE S.Y. (0.1) REMARKS 59+26.93 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER LEFT 1 STA. 70+20- Ramp Detail "V" BAXTER 83+65 84+00 LEFT 23.0 60+30.97 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER ACRES DR LEFT 2 NE Quadrant - Ramp Detail "W" 61+24.71 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER ACRES DR RIGHT 1 SE Quadrant - Ramp Detail "W" TOTAL: 23.0 62+54.36 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER COMMONS DR LEFT 1 NE Quadrant - Ramp Detail "X" 63+48.91 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER COMMONS DR RIGHT 1 SE Quadrant - Ramp Detail "X" 703-42.16 SAFETY BARRIER CURB TRANSITION 64+50.99 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER HEIGHTS CT LEFT 1 NW Quadrant - Ramp Detail "Y" Exact locations and quantities to be determined by Engineer. 66+20.20 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER HEIGHTS CT RIGHT 1 SW Quadrant - Ramp Detail "Y" QUANTITY 67+66.82 RIGHT 5.0 First section of sidewalk at 6" paved approaches BAXTER COMMONS DR LEFT 1 NW Quadrant - Ramp Detail "Z" LOCATION STATION STATION SIDE EACH (1.0)REMARKS BAXTER COMMONS DR RIGHT 1 NE Quadrant - Ramp Detail "Z" BAXTER 83+65 84+00 LEFT 1 TOTAL: 130.0 ELANNCHESTER DR LEFT 1 SW Quadrant - Ramp Detail "AA" ELANNCHESTER DR RIGHT 1 SE Quadrant - Ramp Detail "AA" TOTAL: 1 SPRING MEADOWS DR LEFT 1 NE Quadrant - Ramp Detail "AB" SPRING MEADOWS DR RIGHT 1 SE Quadrant - Ramp Detail "AB" 703-90.15 MODULAR BLOCK WALL (H<4') BAXTER RIGHT 1 STA. 102+70 - Ramp Detail "AB" Exact locations and quantities to be determined by Engineer. ANDERSOHN DR LEFT 1 NW Quadrant - Ramp Detail "AC" QUANTITY ANDERSOHN DR RIGHT 2 NE Quadrant - Ramp Detail "AC" LOCATION STATION STATION SIDE S.F. (1) REMARKS BAXTER RIGHT 1 STA. 106+90 - Ramp Detail "AC" BAXTER 31+65 33+75 LEFT 710 BAXTER RIGHT 2 STA. 107+45 - Ramp Detail "AC" TOTAL: 710 TOTAL: 93 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

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7OF 201 TYPICAL SECTIONS STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY. TO ENSURE PAVEMENT CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES DURING MILLING OPERATIONS WERE PLOTTED FROM EXISTING RECORDS AND MAY VARY SIGNIFICANTLY FROM ACTUAL FIELD OF THE MILLING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN THE ABOVE TYPICAL SECTIONS ARE INTENDED ONLY TO PROVIDE GUIDANCE AS TO THE LIMITS NOTE: 10' PATH 2' SHARED USE PATH 4" CONCRETE 4" AGGREGATE BASE CURB CONCRETE EXISTING EX. GROUND WALL TOP OF WALL RETAINING NEW 1' (SEE PLAN SHEETS) STA. 31+65 TO 33+75 *** NEW RETAINING WALL FROM FENCE NEW 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 2' MIN VARIES SIDEWALK EX. 5' CL CL EX. 5.5' 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG70-22) C 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22) CLP PAVEMENT SURFACING AND TEXTURING (0-4") CONCRETE OR ASPHALT EX. R.O.W. +/- 84.0 EXISTING ROADWAY EX. R.O.W. +/- 62.0 EX. R.O.W. +/- 86.0 MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING 4" AGGREGATE BASE SIDEWALK 4" CONCRETE 4" AGGREGATE BASE SIDEWALK 4" CONCRETE BAXTER ROAD STA. 10+27.67 TO STA. 31+09 BAXTER ROAD STA. 65+27.35 TO STA. 70+25 STA. 31+09 TO STA. 55+11 BAXTER ROAD STA. 83+65 TO STA. 84+75* BAXTER ROAD STA. 107+85 TO STA. 114+54.38 SHARED USE PATH 4" CONCRETE 4" AGGREGATE BASE SIDEWALK 4" CONCRETE 4" AGGREGATE BASE EX. 5' SIDEWALK EX. TREE LAWN 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG70-22) C 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22) CLP PAVEMENT SURFACING AND TEXTURING (0-4") CONCRETE OR ASPHALT MIXTURE SP95 (PG70-22) C 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22) CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE (0-4") CONCRETE OR ASPHALT PAVEMENT SURFACING AND TEXTURING EXISTING ROADWAY EXISTING ROADWAY 5' SIDEWALK* HOLLOWAY ROAD STA. 200+00.00 TO STA. 200+84.85 BAXTER ROAD STA. 26+58.43 TO STA. 31+09 AT THE BACK OF CURB FROM: *** SIDEWALK TO BE 6' WIDE AND LOCATED EX. FENCE EX. BARRIER (SEE BRIDGE PLAN) EX. BARRIER TO BE PARTIALLY RECONSTRUCTED EX. SCUPPER (DND) (SEE BRIDGE PLAN) (2' WIDE) CONCRETE MEDIAN STRIP EX. TREE LAWN EX. 5' SIDEWALK EX. R.O.W. +/- 62.0 MATCH EXISTING MATCH EXISTING BAXTER ROAD STA. 87+12 TO STA. 107+85 STA. 70+25 TO STA. 81+43.10 SHARED USE PATH 4" CONCRETE 4" AGGREGATE BASE EX. 5' SIDEWALK TREELAWN/SHOULDER EX. ASPHALT 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG70-22) C 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22) CLP PAVEMENT SURFACING AND TEXTURING (0-4") CONCRETE OR ASPHALT EXISTING ROADWAY CL EX. BAXTER ROAD STA. 55+11 TO STA. 65+27.35 (VARIES) SHOULDER EX. FENCE SHARED USE PATH 4" CONCRETE 4" AGGREGATE BASE SIDEWALK 4" CONCRETE 4" AGGREGATE BASE ROLLED CURB & GUTTER NEW CONCRETE MIXTURE SP95 (PG70-22) C 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22) CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE CONCRETE OR ASPHALT PAVEMENT SURFACING AND TEXTURING (0-4") EXISTING ROADWAY COURSE WEDGE & LEVEL 4' EX. R.O.W. +/- 54.0 (VARIES) TREE LAWN 5' SIDEWALK (VARIES) TREE LAWN 10' PATH 12' LANE 12' LANE 5' BIKE LANE 11' LANE 11' LANE 11' TURN LANE 11' LANE 11' LANE 5' BIKE LANE 11' LANE 11' LANE 12.5' PATH EX. 5' SIDEWALK 2' SHOULDER 5' SIDEWALK (VARIES) TREE LAWN SHOULDER (VARIES) 12' LANE 12' LANE SHOULDER (VARIES) (VARIES) TREE LAWN 10' PATH 5' SIDEWALK (VARIES) TREE LAWN 12' LANE 12' LANE 14' TWO WAY LEFT TURN LANE 12' LANE 12' LANE TREE LAWN (VARIES) (VARIES) TREELAWN/SHOULDER ASPHALT 10' PATH +/- 2' SHOULDER 12' LANE 12' LANE +/- 2' SHOULDER (U.I.P.) CURB AND GUTTER CONCRETE EXISTING CURB CONCRETE EXISTING CURB CONCRETE EXISTING EXISTING CONCRETE CURB CURB CONCRETE EXISTING CURB CONCRETE EXISTING CURB (U.I.P.) CONCRETE EXISTING CURB CONCRETE EXISTING CURB CONCRETE EXISTING CURB CONCRETE EXISTING CL CL CL CL EX. R.O.W. +/- 58.0 CROWN (1 3/4" MAX DEPTH) MILL EXISTING CONCRETE CL (U.I.P.)* GUARDRAIL EX. STA. 70+72 TO STA. 81+43.10 *GUARDRAIL FROM STA 83+94 TO 84+46 *BRIDGE EXCEPTION HOLLOWAY ROAD STA. 200+00 TO STA. 201+60 BAXTER ROAD STA. 26+56.73 TO STA. 31+09 AT THE BACK OF CURB FROM: * SIDEWALK TO BE 6' WIDE AND LOCATED BAXTER ROAD STA. 31+09 TO STA. 31+60 AT THE BACK OF CURB FROM: * SIDEWALK TO BE 6' WIDE AND LOCATED SHALL BE COORDINATED WITH THE PROJECT ENGINEER. FOR CLARITY AND JOINT LAYOUT FOR ASPHALT OVERLAY ** EXISTING CONCRETE ISLANDS ARE NOT SHOWN SHALL BE COORDINATED WITH THE PROJECT ENGINEER. FOR CLARITY AND JOINT LAYOUT FR ASPHALT OVERLAY ** EXISTING CONCRETE ISLANDS ARE NOT SHOWN STA. 59+42 TO STA. 63+18 *GUARDRAIL FROM GUARDRAIL* NEW 4" TYPE "C" ASPHALTIC CONCRETE EX. R.O.W. +/- 54.0 MATCH EXISTING BAXTER ROAD SHARED USE PATH 4" CONCRETE 4" AGGREGATE BASE EX. 5' SIDEWALK (VARIES) TREELAWN/SHOULDER ASPHALT 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG70-22) C 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22) CLP PAVEMENT SURFACING AND TEXTURING (0-4") CONCRETE OR ASPHALT EXISTING ROADWAY (VARIES) TREELAWN/SHOULDER ASPHALT 10' PATH (T.B.R.) CURB AND GUTTER CONCRETE EXISTING CURB (T.B.R.) CONCRETE EXISTING (U.I.P.)* GUARDRAIL EX. 4" TYPE "C" ASPHALTIC CONCRETE STA. 84+75 TO STA. 87+12 STA. 81+43.10 TO STA. 83+65 STA. 81+43.10 TO STA. 81+97 *GUARDRAIL FROM CL EX. 0'-5.5' CL 11'-12' LANE VARIES 11'-12' VARIES LANE 2.5' CURB AND GUTTER 4" AGGREGATE BASE 2.5' CURB AND GUTTER 4" AGGREGATE BASE 2' 6:1 (MAX.) 3:1 (TYP.) 3:1 (TYP.) 6:1 (MAX.) 2' 3:1 (TYP.) 6:1 (MAX.) 2' 3:1 (TYP.) 6:1 (MAX.) 2' BASE 4" AGGREGATE CURB AND GUTTER, VERTICAL (WIDTH VARIES) BASE WIDENING SAWCUT DEPTH FULL SAWCUT DEPTH FULL 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 8

UNDERGROUND FACILITY SAFETY AND DAMAGE PREVENTION ACT, CHAPTER 319, RSMO. PROVISIONS SHALL IN NO WAY ABSOLVE ANY PARTY FROM COMPLYING WITH THE PRIOR TO ANY GRADING, EXCAVATION, OR CONSTRUCTION OF ANY IMPROVEMENTS. THESE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD NUMBER, OR LOCATION OF THESE OR OTHER UTILITIES. THE GENERAL CONTRACTOR AND SUBAND DO NOT NECESSARILY REFLECT THE ACTUAL EXISTENCE NONEXISTANCE, SIZE, TYPE, THE UNDERGROUND UTILITIES SHOWN HEREIN WERE PLOTTED FROM AVAILABLE INFORMATION

ST. LOUIS COUNTY. REPAIRS SHALL BE MADE AT THEIR COST BY AN ELECTRICAL CONTRACTOR AS DIRECTED BY EXISTING TRAFFIC SIGNAL CONDUIT. IN THE EVENT THE CONTRACTOR DAMAGES THE CONDUIT, MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION WORK FOR LOCATING AND SPOTTING OF HIGHWAYS AND TRAFFIC, DIVISION OF OPERATIONS (SIGNALS SECTION), AT 314-615-0215, A IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ST. LOUIS COUNTY DEPARTMENT

ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES TO BE DEDICATED TO MSD, OR TO BE

PRIVATE UNDER MSD INSPECTION, SHALL CONFORM TO THE METROPOLITAN ST. LOUIS SEWER DISTRICT, STANDARD

CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES, 2009. THAT WILL INCLUDED STANDARD

DETAILS SHOWN THEREIN, AND SHALL INCLUDE ALL SUBSEQUENT CHANGES MADE THERETO.

SOME RECENT CHANGES CONCERN PLASTIC PIPE MATERIALS AND PIPE FIELD TESTING AND PERFORMANCE, AND

INCLUDE THE FOLLOWING:

PART 2 MATERIALS OF CONSTRUCTION

HIGH DENSITY POLYETHYLENE (HDPE) PIPE IS NOT ALLOWED FOR GRAVITY SEWERS FOR STORM, COMBINED OR

SANITARY SEWERS THAT ARE "PUBLIC" OR "PRIVATE UNDER MSD INSPECTION".

POLYPROPYLENE (PP) PIPE IS ALLOWED AS FOLLOWS FOR GRAVITY SEWERS THAT ARE "PUBLIC" OR "PRIVATED

UNDER MSD INSPECTION:

FOR USE IN SANITARY AND COMBINED SEWERS 12 TO 60 INCHS IN DIAMETER IT SHALL CONFORM TO THE

REQUIREMENTS OF ASTM F2764 "STANDARD SPECIFICATIONS FOR 6 TO 60 IN. POLYPROPYLENE (PP) CORRUGATED

DOUBLE AND TRIPLE WALL PIPE AND FITTINGS FOR NON-PRESSURE SANITARY SEWER APPLICATIONS."

USING THE SAME MATERIAL AS THE EXISTING STRUCTURE. TRANSISTION SECTION OF THE STRUCTURE SHALL BE REMOVED AND THE BOTTOM SECTION RAISED COURSES OF BRICK). FOR MANHOLES WHICH WILL EXCEED THE MAXIMUM OF 12-INCHES, THE TOTAL ADJUSTMENT OF THE MANHOLE DOES NOT EXCEED 12-INCHES INCLUDING EXISTING RINGS OR MANHOLES MAY BE RAISED USING COURSES OF BRICK OR APPROVED GRADE ASSOCIATED APPURTENANCES VERIFICATION OF THE SEWER GRADE, OR REMOVAL AND REPLACEMENT OF THE SEWER PIPE OR THE SEWER CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH THE FIELD

REMOVE, REPLACE, OR REHABILITATE STRUCTURE:

ADJUSTMENTS OF MANHOLES TO GRADE: THEN THE TOP SHALL BE ADJUSTED TO GRADE, IF NEEDED. DETERMINED BY THE MSD FIELD INSPECTOR. IF THE STRUCTURE IS DETERMINED TO REMAIN IN PLACE, THE REMOVAL AND REPLACEMENT, OR REHABILITATION OF THE EXISTING PUBLIC STRUCTURE(S) WILL BE

100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS FOLLOWING REPLACEMENT APPLIES: INFILTRATION/EXFILTRATION TESTING - DELETE THE SIXTH SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE SECTION B, PIPE FIELD TESTS, PARARAPH 2, REACH INEGRITY TESTINGS, SUBPARAGRAPH C, SPECIFICATIONS. PIPE DIAMETER/MIL OF LINE/DAY AS REQUIRED BY THE MISSOUIR DEPARTMENT OF NATURAL RESOURCES ALL SANITARY AND COMBINED SEWERS SHALL SUSTAIN A MAXIMUM LEAKAGE LIMIT OF 100 GALLONS/INCH OR THE FOLLOWING REPLACEMENT APPLIES: SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH IINTEGRITY TESTING - DELETE THE FIRST SENTENCE AND PART 4 - PIPE SEWER CONSTRUCTION WALL PIPE AND FITTINGS FOR NON-PRESSURE SANITARY SEWER APPLICATIONS." F2764 "STANDARD SPECIFICATIONS FOR 6 TO 60 IN. POLYPROPYLENE (PP) CORRUGATED DOUBLE AND TRIPLE FOR USE IN STORM SEWERS 12 TO 60 INCHES IN DIAMETER IT SHALL CONFORM TO THE REQUIREMENTS OF ASTM NON-PRESSURE STORM SEWER APPLICATIONS;" OR F2881 "STANDARD SPECIFICATIONS FOR 12 TO 60 IN. POLYPROPYLENE (PP) DUAL WALL PIPE AND FITTINGS FOR FOR USE IN STORM

THE MEASUREMENT OF LEAKAGE SHALL NOT EXCEED

REQUIRED BY THE MISSOURI DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS.

SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH A, VACUUM TESTING - AFTER THE

FIRST SENTENCE, THE FOLLOWING ADDITION APPLIES:

THE VACUUM TEST MUST BE PERFORMED PRIOR TO BACKFILLING AROUND THE MANHOLE UNLESS THE CONTRACTOR

PROVIDES DOCUMENTATION FROM THE PRECASE MANHOLE MANUFACTURER STATING THAT THE MANHOLE MAY BE

VACUUM TESTING AFTER BACKFILLING HAS TAKEN PLACE. THE CONTRACTOR MUST SUBMIT THIS DOCUMENTATION

PRIOR TO BACKFILLING AROUND ANY MANHOLE.

SECTION B, PIPE FIELD TESTS, PARAGRAPH 4 MANHOLE TESTING, SUBPARAGRAPH B, EXFILTRATION TESTING

DELETE THE SECOND SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING ADDITION APPLIES:

FOR EXFILTRATION TESTING, THE ALLOWABLE LEAKAGE LIMIT IS 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF

LINE/DAY WHEN THE AVERAGE HEAD ON THE TEST SECTION IS THREE FEET (3') OR LESS.

JOINTS SHALL CONFORM TO ASTM C 361. IN ADDITION, IF THE DIAMETER IS LARGER THAN 48" THE JOINT TYPE IF REINFORCED CONCRETE PIPE IS USED FOR SANITARY OR COMBINED SEWERS LARGER THAN 27", ALL PIPE AND

MUST INCLUDE A GASKET THAT IS CONFIED IN A GROOVE IN THE SPIGOT OF THE PIPE.

EXISTING CONNECTIONS:

EXISTING WATER AND SANITARY CONNECTIONS WILL NOT BE MODIFIED WITH THIS WORK.

WITHIN THE WORK AREA WHEREVER POSSIBLE. THE CONTRACTOR SHALL STAY WITHIN THE LMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE LIMITS OF DISTURBANCE:

DISTURBANCE

AND/OR REMOVAL. PERMITS THE PROJECT MUST HAVE MSD PLAN APPROVAL. NOTIFY MSD 48 HOURS PRIOR TO SEWER ABANDONMENT MSD PERMITS ARE REQUIRED PRIOR TO THE ABANDONMENT OR REMOVAL OF EXISTING SEWERS. TO RECIEVE MSD ABANDONMENT/PERMITS:

SPECIAL NOTES BACK SIDE PROTECTION OF GUARDRAIL

MSD STANDARD CONSTRUCTION NOTES: 202

LOUIS SEWER DISTRICT UPON DEDICATION OF THE SEWERS TO THE DISTRICT. MAINTENANCE OF THE SEWERS DESIGNATED "PUBLIC" SHALL BE THE RESPONSIBILITY OF THE METROPOLITAN ST. PUBLIC SEWER MAINTENANCE:

OF 9

GENERAL NOTES 8OF 201 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS BASE WIDENING (PAVEMENT) BITUMINOUS CONCRETE 3" TYPE "C" (8" NON-REINFORCED) CONCRETE BASE WIDENING (4" THICK) TYPE 5 AGGREGATE BASE COURSES OF BRICK, OR REMOVING THE PRECAST RISER SECTION AS APPROPRIATE. BOTTOM SECTION BY SAWCUTTING THE EXISTING CAST-IN-PLACE CONCRETE, REMOVING THE REQUIRED MANHOLES MAY BE LOWERED BY REMOVING THE TRANSITION SECTION, AND LOWERING

THE EXISTING RING(S), PROVIDED THE

SEWERS 12 TO 24 INCHES IN DIAMETER IT SHALL CONFORM TO THE REQUIREMENTS OF ASTM

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 64.42' RT. O/S. STA.10+77.84 62.87' RT. O/S. STA.10+87.21 41.00' RT. O/S. STA.12+18.80 10+00.00 POT STA 9+00 10+00 11+00 12+00 13+00 j T W T DI 41.00' LT. O/S. STA.10+62.74 53.40' LT. O/S. STA.11+55.49 52.72' LT. O/S. STA.11+61.98 41.00' LT. O/S. STA.11+61.99 47.59' LT. O/S. STA.12+11.20 41.00' LT. O/S. STA.12+09.91 134.28' RT. O/S. STA.10+49.64 134.66' RT. O/S. STA.10+53.61 127.00' RT. O/S. STA.10+50.31 97.21' RT. O/S. STA.10+52.43 102.32' RT. O/S. STA.10+56.25 103.49' RT. O/S. STA.10+61.11 42.68' RT. O/S. STA.11+09.66 41.00' RT. O/S. STA.11+09.66 41.00' RT. O/S. STA.11+45.01 44.89' LT. O/S. STA.11+46.86 43.43' LT. O/S. STA.11+60.52 93.13' LT. O/S. STA.10+47.94 69.14' LT. O/S. STA.10+54.66 54.55' LT. O/S. STA.10+56.58 52.37' LT. O/S. STA.10+76.98 49.64' LT. O/S. STA.10+61.13 57.79' LT. O/S. STA.10+54.40 63.05' LT. O/S. STA.10+51.88 41.00' LT. O/S. STA.11+60.60 MATCHLINE STA. 13+50.00 OF BAXTER ESTATE PARTITION ADJUSTED TRACT 1 OF LOT 6 P.B. 248, PG. 36 PL PL EX. R/W EX. R/W PL PL INLET (T.B.R.) EX. CURB 21R1-146D EX. SIGNS (U.I.P.) (REPLACE INLET LID) (A.T.G.) INLET EX. CURB 21R4-015D (U.I.P.) INLET EX. CURB 21R1-137D EX. SIDEWALK (T.B.R.&R.) EX. UTILITY POLE (U.I.P.) EX. TELEPHONE MANHOLE (A.T.G.B.O.) (U.I.P.) EX. SIDEWALK 2 REM AREA 0.49 T.S.C.L. = 446 S.F. AREA 0.49 ACRES LOC.# 21R420677 14896 CLAYTON ROAD D.B. 17556, PG. 413 LAND WEST #1, LLC N/F 152 REM AREA 0.78 ACRES T.S.C.L. = 391 S.F. P.R.I.M.U.S.S.E. = 1959 S.F. AREA 0.78 ACRES LOC.# 21R411033 14900 CLAYTON ROAD D.B. 15403, PG. 24 SR 2222 DEVELOPMENT, L.L.C. N/F REM AREA 3.40 ACRES T.S.C.L. = 633 S.F. AREA 3.40 ACRES LOC.# 21R130956 14950 CLAYTON ROAD D.B. 15403, PG. 24 SR 2222 DEVELOPMENT, L.L.C. N/F 151 (U.I.P.) EX. CONCRETE ISLAND (U.I.P.) EX. MANHOLE 21R1-066S (U.I.P.) EX. MANHOLE 21R1-067S (U.I.P.) EX. MANHOLE 21R1-068S (U.I.P.) EX. TRENCH DRAIN (U.I.P.) INLET EX. CURB (U.I.P.) EX. GRATED INLET 21R1-138D SIGNAL (U.I.P.) EX. TRAFFIC (T.B.R.&REL.) EX. SIGN SIGNAL (U.I.P.) EX. TRAFFIC (U.I.P.) EX. PED SIGNALS EX. SIGN (U.I.P.) EX. PULL BOX (A.T.G.) (T.B.R.&R.) EX. PULL BOX (U.I.P.) EX. POWER POLE ISLAND NEW CONCRETE (T.B.R.&REL.) EX. PULL BOX (U.I.P.) EX. ISLAND ISLAND NEW CONCRETE EX. UTILITY POLE (U.I.P.) STA. 10+27.67 MILL & OVERLAY BEGIN SIGNAL (U.I.P.) EX. TRAFFIC SIGNAL (U.I.P.) EX. TRAFFIC (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN EX. WATER VALVE (A.T.G.) PR. +11.4% EX. +9.5% 41.86' WIDE C.E. CONCRETE PR. +4.7% EX. +4.7% 29.52' WIDE C.E. CONCRETE (A.T.G.B.O.) VALVE EX. GAS (U.I.P.) EX. GUY WIRE POLE (T.B.R.&REL.B.O.) EX. UTILITY (T.B.R.&REL.B.O.) EX. GUY WIRE (T.B.R.&REL.) EX. SIGN STA. 11+76.02 STA. 13+14.33 (U.I.P.) EX. BARRIER WALL DOMES (U.I.P.) EX. TRUNCATED (U.I.P.) EX. POWER POLE (U.I.P.) EX. POWER POLE (U.I.P.) EX. GUY WIRE EX. MANHOLE (U.I.P.) 21R1-144D DOMES (U.I.P.) EX. TRUNCATED VALVE (U.I.P.) EX. WATER BOX (A.T.G.) EX. PULL BOX (U.I.P.) EX. PULL VALVES (U.I.P.) EX. WATER EX. MANHOLE (U.I.P.) BED (U.I.P.) EX. LANDSCAPE VALVE (U.I.P.) EX. WATER BED (U.I.P.) EX. LANDSCAPE (U.I.P.) EX. TREES WIRES (U.I.P.) EX. GUY INLET (U.I.P.) EX. CURB 21R4-014D VALVE (U.I.P.) EX. GAS EX 12"RCP (U.I.P.) EX. WATER VALVE EX R / W PRIMUSSE TSCL EX. R/W (U.I.P.) EX. SIDEWALK WALL (U.I.P.) EX. RETAINING (U.I.P.) EX. WATER VALVES (A.T.G.) EX. WATER VALVE (U.I.P.) EX. WATER VALVE (T.B.R.&REL.) EX. GUY WIRE (SHEET 1 OF 21) PLAN SHEETS TSCL CONSTRUCTION LIMITS (U.I.P.) EX. LANDSCAPING BASELINE BAXTER ROAD NEW SIDEWALK 5' (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (T.B.R.) EX. CURB NEW SIDEWALK SIDEWALK NEW (T.B.R.) EX. SIDEWALK (U.I.P.) EX. GAS VALVE 9 OF 201 SCALE 60 40 20 0 PL (U.I.P.) EX. TREE BAXTER(82'W )RD C L AY T ON ( W I D T H VA R I E S ) R D (T.B.R.) EX. CONCRETE ISLAND EX. SPRINKLER (U.I.P.) (DB 17466 PG 2100) PRIMUSSE (PB 255 PG 8) TELEPHONE EASEMENT (DB 14495 PG 1396) 10' ELECTRICAL EASEMENT (PB 255 PG 8) 5' TELEPHONE EASEMENT (DB 7955 PG 2050) 12' ELECTRICAL EASEMENT (DB 6919 PG 688) 10' SEWER EASEMENT (DB 10091 PG 1854) ELECTRICAL EASEMENT (U.I.P.) STRUCTURE EX. TELEPHONE (DB 8693 PG 1648) ELECTRICAL EASEMENT NO TAKINGS LOC.# 21R140829 510 BAXTER ROAD D.B. 21185, PG. 778 MARION E. BECKER, TRS. N/F 3 1 REM AREA 0.42 ACRES T.S.C.L. = 106 S.F. P.R.I.M.U.S.S.E. #2 = 46 S.F. P.R.I.M.U.S.S.E. #1 = 67 S.F. AREA 0.42 ACRES LOC.# 21R420668 14898 CLAYTON ROAD D.B. 15603, PG. 244 LAND WEST #1, LLC N/F (DB 17466 PG 2100) PRIMUSSE R = 78.5' R = 73.5' 5' 5' (T.B.R.&R.) EX. PULL BOX CURB & GUTTER NEW VERTICAL LIMITS) CONSTRUCTION (T.B.R. TO EX. IVY/LANDSCAPING (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. SPRINKLER (U.I.P.) ADJACENT TO WALK EX. IRRIGATION LINE (U.I.P.) EX. SPRINKLER PRIMUSSE #2 PRIMUSSE #1 (A.T.G.B.O.) EX. GAS VALVE 1 1 EX MH 1 2 COLLAR 1 3 CI LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER (T.B.R.) EX. CONTROLLER BASE WIDENING CURB RAMPS "A", "B", "C", & "D" FOR SEE CURB RAMP DETAILS (U.I.P.) EX. SPRINKLER 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 10

BOUNDARY ADJUSTMENT PLAT

LOTS 11,12AND 13W AVERLY PLACE P.B. 349,PG.367

WAVERLY PLACE P.B. 348, PG. 474 SWC CLAYTON BAXTER P.B. 348, PG. 473 WILD-WOOD PLAT NO. 2 P.B. 105, PG. 8 PL EX. R/W EX. R/W EX. SIDEWALK (U.I.P.) (A.T.G.) EX. CURB INLET 21R4-132D INLET (U.I.P.) EX. DOUBLE CURB 21R4-020D EX. SIDEWALK (T.B.R.) (T.B.R.) EX. SIDEWALK (A.T.G.) EX. PULL BOX EX. SIGN (U.I.P.) (U.I.P.) EX. PULL BOX (U.I.P.) EX. SIDEWALK 3 SEE THIS SHEET 148 149 NO TAKINGS LOC.# 21R140948 301 WAVERLY PLACE COURT D.B. 12644, PG. 1780 OWNERS ASSOCIATION, INC. WAVERLY PLACE PROPERTY N/F 148 REM AREA 1.58 ACRES P.R.I.M.U.S.S.E. = 177 S.F. T.S.C.L. #2 = 393 S.F. T.S.C.L. #1 = 180 S.F. AREA 1.58 ACRES LOC.# 21R131267 317 WAVERLY PLACE COURT D.B. 12644, PG. 1780 OWNERS ASSOCIATION, INC. WAVERLY PLACE PROPERTY N/F (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE MANHOLE (A.T.G.B.O.) EX. TELEPHONE (U.I.P.) EX. TREES (U.I.P.) EX. 18" MAPLE TREE (U.I.P.) POLE EX. LIGHT (U.I.P.) EX. WATER VALVES (A.T.G.) EX. WATER VALVES EX. SIDEWALK (U.I.P.) EX. TREE (U.I.P.) (U.I.P.) EX. TREE (T.B.R.&REL.B.O.) EX. UTILITY POLE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. UTILITY POLE EX. SIGN (U.I.P.) (A.T.G.) EX. MANHOLE 21R4-142S EX. GUY WIRE (U.I.P.) (U.I.P.) EX. WATER VALVES (A.T.G.) EX. WATER VALVE (U.I.P.) EX. SIGN (U.I.P.) TREE EX. 6" SPRUCE EX. LANDSCAPING (U.I.P.) PRIMUSSE EX. LANDSCAPING (U.I.P.) INLET (U.I.P.) EX. CURB 21R4-131D (U.I.P.) EX. BRICK FENCE FENCE (U.I.P.) EX. BRICK (U.I.P.) VALVE EX. GAS PR. +5.2% EX. +5.2% 52.85' WIDE C.E. ASPHALT PR. +1.4% EX. +1.4% 22.42' WIDE C.E. CONCRETE STA. 14+11.88 STA. 16+32.30 (SHEET 2 OF 21) PLAN SHEETS BAXTER ROAD BASELINE NEW SIDEWALK CONSTRUCTION LIMITS (U.I.P.) EX. WALL (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. AREA INLET SCALE 60 40 20 0 (U.I.P.) EX. 12" ASH TREE (U.I.P.) EX. STUMP (U.I.P.) EX. TREE BAXTER(82'W )RD (U.I.P.) EX. SIGN (U.I.P.) HYDRANT EX. FIRE (DB 8693 PG 1648) ELECTRIC EASEMENT (DB 8693 PG 1648) ELECTRIC EASEMENT (DB 6850 PG 811) 10' GAS EASEMENT (DB 8693 PG 1648) ELECTRIC EASEMENT (PG 348 PG 474) 10' EASEMENT (DB 12732 PG 1524) 10' WATER EASEMENT (DB 8693 PG 1648) ELECTRIC EASEMENT (DB 6860 PG 2496) 8' SEWER EASEMENT (DB 6843 PG 1978) PRIMUSE PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL SHEET 1 SEE RIGHT-OF-WAY PLANS 151 (U.I.P.) EX. LANDSCAPING 5' 5 SHEET 1 SEE RIGHT-OF-WAY PLANS (U.I.P.) HEAD EX. SPRINKLER TSCL ( PR I V ATE PER P B. 3 4 8 P G . 47 4 ) W AV ER L Y PLAC E ( 4 0 'W ) C O U R T 10 OF 201 R=19' TSCL #1 TSCL #2 GROUND COMMON ADJUSTED GROUND COMMON ADJUSTED SAWCUT (U.I.P.) EX. DOUBLE PULLBOX (U.I.P.) EX. ASPHALT CURB (U.I.P.) RETAINING WALL EX. BLOCK (A.T.G.) EX. MANHOLE 21R4-141S LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER (U.I.P.) EX. CURB INLET 21R4-019D CURB RAMPS "E", "F", "G", & "H" FOR SEE CURB RAMP DETAILS (A.T.G.) EX. MANHOLE 21R4-021D 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 11

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 36.50' LT. O/S. STA.22+16.31 CURVE1 21+29.99 PT 19+00 20+00 21+00 22+00 23+00 T 35.00' LT. O/S. STA.21+92.75 43.50' LT. O/S. STA.21+95.76 35.00' LT. O/S. STA.22+16.31 43.50' LT. O/S. STA.22+16.31 35.00' LT. O/S. STA.23+26.31 43.50' LT. O/S. STA.23+26.31 40.00' LT. O/S. STA.21+94.52 42.88' LT. O/S. STA.20+77.22 41.87' LT. O/S. STA.20+77.16 38.37' LT. O/S. STA.20+76.95 49.35' LT. O/S. STA.19+67.34 42.11' LT. O/S. STA.19+93.09 40.00' LT. O/S. STA.21+30.00 36.50' LT. O/S. STA.21+29.99 36.88' LT. O/S. STA.20+76.86 38.84' LT. O/S. STA.20+15.74 44.90' LT. O/S. STA.19+76.41 35.00' LT. O/S. STA.21+29.99 36.50' LT. O/S. STA.21+93.28 35.42' LT. O/S. STA.21+07.56 36.93' LT. O/S. STA.21+07.22 40.46' LT. O/S. STA.21+06.42 WILD-WOOD PLAT NO. 4 P.B. 111, PG. 68 WILD-WOOD PLAT NO. 2 P.B. 105, PG. 8 QUINNMOOR TRAILS P.B. 119, PG. 90 D.B. 8387, PG. 1407 RETAINING WALL EASEMENT D.B. 8541, PG. 570 DRAINAGE EASEMENT L P PL PL PL PL PL FENCE (U.I.P.) EX. WOOD EX. WOOD FENCE (U.I.P.) STONE AND A.T.G.) (REPLACE PRECAST INLET EX. DOUBLE CURB INLET 21R4-130D (A.T.G.) EX. CURB INLET 21R4-128D (A.T.G.) EX. CURB INLET 21R4-126D EX. SIDEWALK (T.B.R.&R.) (T.B.R.) EX. SIDEWALK EX. SIDEWALK (T.B.R.&R.) L P MATCHLINE STA. 23+50.00 M ENILHCTA ATS 50+18. 00. EX. UTILITY POLE (U.I.P.) REM AREA 0.48 ACRES T.S.C.L. = 665 S.F. AREA 0.48 ACRES LOC.# 21R140782 411 TRAILGROVE COURT D.B. 10331, PG. 428 KAREN A. HIGGINBOTHAM H/W DANIEL E. HIGGINBOTHAM & N/F 8 EX. R/W EX. R/W EX.R/W FENCE (U.I.P.) EX. WOOD (A.T.G.) EX. MANHOLE 21R4-091D (A.T.G.) EX. MANHOLE 21R4-139S (U.I.P.) EX. WATER VALVE 147 NO TAKINGS LOC.# 21R140865 301 QUINNMOOR DRIVE D.B. 21218, PG. 102 SCHARMA D. BANKS, H/W JEFFREY A. BANKS & N/F NO TAKINGS LOC.# 21R140838 300 QUINNMOOR DRIVE D.B. 19595, PG. 13 JENNIFER L. CERNEKA, TRS. KENT CERNEKA & N/F 146 NO TAKINGS LOC.# 21R140856 487 BAXTER ROAD D.B. 21839, PG. 345 JONATHAN W. MILLS, TRS. N/F 145 NO TAKINGS LOC.# 21R140498 195 WILDWOOD PARKWAY D.B. 21572, PG. 2696 JENNIFER MARKS N/F 4 REM AREA 0.34 ACRES T.S.C.L. #2 = 350 S.F. T.S.C.L. #1 = 153 S.F. P.R.I.M.U.S.S.E. = 35 S.F. AREA 0.34 ACRES LOC.# 21R140773 415 TRAILGROVE COURT D.B. 23632, PG. 272 RECOVABLE TRST. MARILYN S. EDDS ENGLAND, N/F 7 FENCE (U.I.P.) WALL W/ CHAIN-LINK EX. RETAINING WALL (U.I.P.) EX. RETAINING FENCE (U.I.P.) EX. WOOD EX. PULL BOX (U.I.P.) STONE AND A.T.G.) (REPLACE PRECAST INLET EX. CURB INLET 21R4-129D EX. SIGN (U.I.P.) (U.I.P.) EX. GUY WIRE EX. UTILITY POLE (U.I.P.) EX. GUY WIRE (U.I.P.) STRUCTURE (U.I.P.) EX. TELEPHONE (T.B.R.&REL.) EX. SIGN HYDRANT (U.I.P.) EX. FIRE VALVE (A.T.G.) EX. WATER VALVE (A.T.G.) EX. WATER EX. UTILITY POLE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. TREE (U.I.P.) (T.B.R.&R.) EX. MAILBOX EX. GAS VALVE (A.T.G.B.O.) PR. +4.0% EX. +4.0% 19.82' WIDE R.E. CONCRETE EX. SIDEWALK (T.B.R.&R.) (T.B.R.&R.) EX. SIDEWALK (T.B.R.&R.) SIDEWALK EX. L P EX. SIGN (T.B.R.&REL.) (SHEET 3 OF 21) PLAN SHEETS (U.I.P.) EX. SIGN (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. LANDSCAPING (A.T.G.) VALVE EX. WATER (U.I.P.) EX. FIRE HYDRANT LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION NEW SIDEWALK EX.R/W (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB 954.93' R 228.06'T 447.74'L 05°59'59.99"D 26°51'52.00" 21+29.99PT 16+82.25PC 19+10.31PI BAXTER ROAD - CURVE 1 ∆ EX. SIDEWALK (U.I.P.) SIDEWALK NEW SIDEWALK NEW (A.T.G.) EX. MANHOLE 21R4-140S 5' SCALE 60 40 20 0 BAXTER(70'W )RD Q U I NN M OO R DR W I L D W O O D P K W Y (PB 348 PG 474) 15' EASEMENT (PARCEL 9) (DB 8541 PG 570) SIGHT DISTANCE EASEMENT (PG 119 PG 90) 5' WATER EASEMENT (PG 111 PG 68) EASEMENT (PG 111 PG 68) EASEMENT EASEMENT EASEMENT (DB 8387 PG 1407) RETAINING WALL EASEMENT (PG 111 PG 68) EASEMENT (PG 111 PG 68) EASEMENT L P L P BAXTER ROAD BASELINE STA. 22+56.79 FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. WOOD (U.I.P.) EX. LANDSCAPING 5 5 5' PRIMUSSE PRIMUSSE 11 OF 201 TSCL #1 TSCL #2 LOT 217 LOT 212 LOT 211 LOT 210 PL TSCL REM AREA 0.40 ACRES T.S.C.L. = 594 S.F. P.R.I.M.U.S.S.E. = 161 S.F. AREA 0.40 ACRES LOC.# 21R140791 200 WILDWOOD PARKWAY D.B. 22570, PG. 2543 BRYAN J. SCALETTY, W/H FIZA A. SCALETTY & N/F 5 REM AREA 0.42 ACRES T.S.C.L. = 308 S.F. P.R.I.M.U.S.S.E. = 130 S.F. AREA 0.42 ACRES LOC.# 21R140801 417 TRAILGROVE COURT D.B. 20592, PG. 1194 DAVID A. KOVALUK J/T NICOLE S. MOORE & N/F 6 (A.T.G.) EX. DOUBLE PULLBOX NEW SIDEWALK LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER "J", & "K" FOR CURB RAMPS SEE CURB RAMP DETAILS "I", 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 12

BAXTER(VAR.)RD

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 8/8/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 46.14' LT. O/S. STA.28+61.95 41.14' LT. O/S. STA.28+61.95 42.43' LT. O/S. STA.32+51.39 42.45' LT. O/S. STA.32+18.89 57.63' LT. O/S. STA.31+65.22 0.00' RT. O/S. STA.-0+03.28 O/S. 66.14' LT. STA. 28+61.96 O/S. 66.14' LT. STA. 28+36.96 O/S. 43.87' LT. STA. 28+36.96 200+00 201+00 202+00 28+00 29+00 30+00 31+00 32+00 33+00 500+00 501+00 j T T 40.27' RT. O/S. STA.28+32.19 44.13' RT. O/S. STA.28+58.17 45.15' RT. O/S. STA.28+88.71 41.00' RT. O/S. STA.28+84.25 42.51' RT. O/S. STA.29+82.61 41.00' RT. O/S. STA.29+84.25 42.17' RT. O/S. STA.30+89.17 43.63' RT. O/S. STA.31+09.32 48.36' RT. O/S. STA.31+09.32 81.26' RT. O/S. STA.31+15.19 78.10' RT. O/S. STA.31+19.10 96.28' RT. O/S. STA.31+28.03 93.05' RT. O/S. STA.31+31.83 40.14' LT. O/S. STA.28+61.95 45.89' LT. O/S. STA.28+61.95 41.87' LT. O/S. STA. 28+84.23 40.82' LT. O/S. STA.29+47.84 41.82' LT. O/S. STA.29+47.84 45.82' LT. O/S. STA.29+47.84 41.76' LT. O/S. STA.30+29.86 45.77' LT. O/S. STA.30+29.85 49.79' LT. O/S. STA.30+61.33 46.01' LT. O/S. STA.30+62.74 44.11' LT. O/S. STA.30+63.45 39.60' LT. O/S. STA.31+57.38 37.43' LT. O/S. STA.32+51.39 30.43' LT. O/S. STA.32+51.39 40.76' LT. O/S. STA.30+29.86 30.48' LT. O/S. STA.31+76.75 MATCHLINE STA. 28+00.00 MATCHLINE STA.33+00.00 (A.T.G.) EX. MANHOLE 21R4-064S L P 16 137 REM AREA 0.28 ACRES P.R.I.M.U.S.S.E. = 602 S.F. AREA 0.28 ACRES LOC.# 21R120203 242 CEDAR TRAIL DRIVE D.B. 17531, PG. 3400 MARGARET K. KORVAS, TRS. ROBERT G. KORVAS & N/F WILD-WOOD ADDITION P.B. 115, PG. 16 CLAYMONT PLAT 8 P.B. 108, PG. 69 NO TAKINGS LOC.# 21R120762 6 PARKROSE COURT D.B. 20660, PG. 1506 THE DILLON FAMILY TRUST N/F EX R/W EX R/W EX. R/W PL PL PL PL EX.R/W (T.B.R.&R.) EX. SIDEWALK FENCE (U.I.P.) EX. WOOD (T.B.R.) EX. SIDEWALK STONE AND A.T.G.) (REPLACE PRECAST INLET EX. CURB INLET 21R4-107D (U.I.P.) EX. FENCE (U.I.P.) EX. CURB INLET 21R4-097D (A.T.G.) EX. CURB INLET 21R4-082D STONE AND A.T.G.) (REPLACE PRECAST INLET EX. CURB INLET 21R4-092D (A.T.G.) EX. CURB INLET 21R4-084D (T.B.R.&R.) EX. SIGNS (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN EX .R/W (A.T.G.B.O.) EX. TELEPHONE MANHOLE (T.B.R.&R.) EX. SIGN (A.T.G.) EX. CURB INLET 21R4-110D (A.T.G.) EX. PULL BOX (U.I.P.) EX. TRAFFIC SIGNAL STONE AND A.T.G.) (REPLACE PRECAST INLET EX. CURB INLET 21R4-093D (A.T.G.B.O.) EX. TELEPHONE MANHOLE FENCE (95' T.B.R.) EX. WOOD (A.T.G.) EX. MANHOLE 21R4-062S (U.I.P.) EX. TRAFFIC SIGNAL (U.I.P.) EX. PULL BOX POLE (U.I.P.) EX. LIGHT SIGNAL (U.I.P.) EX. TRAFFIC (A.T.G.) EX. PULL BOX (A.T.G.) EX. MANHOLE 21R4-083D INLET (U.I.P.) EX. DOUBLE CURB 21R4-098D (U.I.P.) EX. SIGN (U.I.P.) EX. TRAFFIC SIGNAL 141 REM AREA 0.43 ACRES P.R.I.M.U.S.S.E. = 241 S.F. AREA 0.43 ACRES LOC.# 21R120809 301 NORTHMOOR DRIVE D.B. 23816, PG. 5085 ERIN JO HALL T/E ZACHARY HALL & N/F 139 REM AREA 26.88 ACRES P.R.I.M.U.S.S.E. = 360 S.F. AREA 26.88 ACRES LOC.# 22R430457 333 HOLLOWAY ROAD D.B. 6706, PG. 1598 CITY OF BALLWIN N/F 12 REM AREA 0.26 ACRES T.S.C.L. = 528 S.F. P.R.I.M.U.S.S.E. = 301 S.F. AREA 0.26 ACRES LOC.# 21R120799 250 CEDAR TRAIL DRIVE D.B. 21964, PG. 2871 BRADLEY C. DEBLANC N/F 13 REM AREA 0.26 ACRES T.S.C.L. = 352 S.F. P.R.I.M.U.S.S.E. = 86 S.F. AREA 0.26 ACRES LOC.# 21R120818 248 CEDAR TRAIL DRIVE D.B. 20179, PG. 701 MELANIE L. WAHL, TRS. ROBERT F. WAHL & N/F (A.T.G.) EX. PULL BOX (T.B.R.&REL.B.O.) W/ LIGHT EX. UTILITY POLE (U.I.P.) POLE EX. POWER CABINET (U.I.P.) EX. TRAFFIC (A.T.G.) EX. CURB INLET 21R4-108D (A.T.G.) EX. CURB INLET 21R4-123D (REPLACE INLET LID) INLET (A.T.G.) EX. DOUBLE CURB 21R4-106D (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. UTILITY POLE W/ RISER (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN INLET (U.I.P.) EX. AREA 21R4-111D (A.T.G.) EX. CURB INLET 21R4-112D (U.I.P.) EX. PULL BOXES (T.B.R.&REL.B.O.) EX. UTILITY POLE (U.I.P.) EX. SIGN (U.I.P.) EX. CONCRETE ISLAND (U.I.P.) EX. CONCRETE ISLAND (U.I.P.) ISLAND EX. CONCRETE (U.I.P.) ISLAND EX. CONCRETE (U.I.P.) EX. SIGN (T.B.R.&REL.B.O.) EX. GUY WIRE PRIMUSSE TSCL PRIMUSSE PRIMUSSE PRIMUSSE PRIMUSSE EX. TREE (U.I.P.) (A.T.G.B.O.) EX. GAS VALVE EX. SIGN (U.I.P.) (U.I.P.) WIRE EX. GUY WALL RETAINING NEW VALVES (A.T.G.) EX. WATER (U.I.P.) EX. 12" PINE TREE (U.I.P.) EX. PULL BOX (A.T.G.) EX. MANHOLE 21R4-063S BASELINE BAXTER ROAD (SHEET 5 OF 21) PLAN SHEETS LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION COUNTY MAINTENANCE END OF SAINT LOUIS (A.T.G.) BOX EX. PULL (A.T.G.B.O.) VALVE EX. GAS 6' 10' 6 6' 6 (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB NEW SIDEWALK NEW SIDEWALK SIDEWALK NEW NEW SIDEWALK USE PATH SHAREDWIDE NEW 10' (U.I.P.) EX. TREE (A.T.G.B.O.) VALVE EX. GAS (T.B.R.&R.) EX. SIDEWALK 6' SCALE 60 40 20 0 (U.I.P.) EX. WATER VALVES (D.N.D.) EX. AREA INLET 21R4-101D (T.B.R.&R.) EX. SIDEWALK (U.I.P.) W/ SIGN EX. LIGHT POLE (U.I.P.) EX. FIRE HYDRANT FENCE (U.I.P.) EX. VINYL (U.I.P.) EX. WATER VALVE (A.T.G.) INLET EX. CURB 21R4-087D (T.B.R.&R.) EX. SIGN

E A S T C L AY M ON T D R HOLLOWAYRD (U.I.P.) EX. INLET 21R4-113D EASEMENT EASEMENT (DB 8716 PG 2195) EASEMENT ELECTRIC (DB 8488 PG 1010) EASEMENT TRAFFIC SIGNAL EASEMENT EASEMENT (DB 8488 PG 1036) EASEMENT TRAFFIC SIGNAL (DB 8696 PG 1045) ELECTRIC EASEMENT EASEMENT EASEMENT (DB 8693 PG 1645) EASEMENT ELECTRIC (PARCEL 1) (DB 8541 PG 570) DRAINAGE EASEMENT (PB 108 PG 69) 10' EASEMENT (DB 14188 PG 1729) SEWER EASEMENT (PARCEL 1) (DB 8541 PG 570) DRAINAGE EASEMENT EASEMENT EASEMENT EASEMENT EASEMENT (PB 128 PG 10) 5' EASEMENT L P L P TSCL (U.I.P.) FENCE EX. VINYL (U.I.P.) EX. PULL BOX FENCE (U.I.P.) EX. WOOD R = 160' R = 167' (U.I.P.) EX. SIGN BASELINE HOLLOWAY ROAD B HOLLOWAY ROAD STA. 200+00.00 B BAXTER ROAD STA. 31+09.32 = L L (U.I.P.) EX. FENCE (U.I.P.) EX. LANDSCAPING PRIMUSSE (U.I.P.) EX. TREE 14 OF 202 PRIMUSSE 138 NO TAKINGS LOC.# 21R120780 7 PARKROSE COURT D.B. 17760, PG. 3498 HAUN DANIEL & LORI N/F (U.I.P.) LANDSCAPING EX. (U.I.P.) EX. TREES (U.I.P.) EX. TREES EX. TREE (U.I.P.) (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. 15" PINE TREE (T.B.R.) EX. 8" PINE TREE 140 REM AREA 0.41 ACRES P.R.I.M.U.S.S.E. = 269 S.F. AREA 0.41 ACRES LOC.# 21R120771 300 CLAYMONT DRIVE D.B. 23232, PG. 3307 KILLOREN ROBERT T/E LECLAIRE RACHEL & N/F LOT 331 LOT 332 LOT 333 LOT 334 LOT 335 LOT 449 LOT 537 (DB 8403 PG 2258) EASEMENT TRAFFIC SIGNAL (PARCEL 1) (DB 8541 PG 570) EASEMENT TRAFFIC SIGNAL 15 REM AREA 0.35 ACRES P.R.I.M.U.S.S.E. = 1618 S.F. AREA 0.35 ACRES LOC.# 21R120744 244 CEDAR TRAIL DRIVE D.B. 18926, PG. 2788 JANET KATZ N/F

(U.I.P.) FENCE EX. VINYL (A.T.G.) EX. CURB INLET 21R4-100D NEW CHAIN LINK FENCE (60") LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER (T.B.R.&R.) EX. ISLAND (U.I.P.) EX. PULLBOX (U.I.P.) EX. PULLBOX "M", & "N" FOR CURB RAMPS SEE CURB RAMP DETAILS "L", STA. 201+60 END MILL & OVERLAY (U.I.P.) EX. MANHOLE 21R4-165S (U.I.P.) EX. TREE (T.B.R.) EX. 36" TREE TSCL T.B.R.) FENCE (95' EX. WOOD FENCE (U.I.P.) EX. WOOD & VINYL 14 REM AREA 0.28 ACRES T.S.C.L. = 456 S.F. P.R.I.M.U.S.S.E. = 151 S.F. AREA 0.28 ACRES LOC.# 21R120827 246 CEDAR TRAIL DRIVE D.B. 24542, PG. 4375 PAMELA VOLK N/F (U.I.P.) EX. VINYL ARBOR (U.I.P.) EX. CONCRETE BENCH (U.I.P.) EX. 1" TREES 2/27/2023

BAXTER(VAR)RD

MATCHLINE STA. 43+00.00

MATCHLINE STA. 38+00.00 COUNTRYGREEN PB 128,PG 10 WILD-WOOD ADDITION P.B. 115, PG. 16 EX. R/W EX. R/W EX.R/W PL L P PL L P L P L P PL PL PL PL PL PL PL PL EX. SIDEWALK (T.B.R.) FENCE (U.I.P.) EX. WOOD RAIL EX. SIDEWALK (T.B.R.) (T.B.R.&R.) EX. SIDEWALK (T.B.R.&REL.B.O.) EX. UTILITY POLE FENCE (U.I.P.) EX. VINYL (T.B.R.&REL.) EX. SIGN 133 NO TAKINGS LOC.# 21R120670 353 BAXTER ROAD D.B. 21668, PG. 2903 R. CHRISTINE BRAME N/F 132 NO TAKINGS LOC.# 21R120708 351 BAXTER ROAD D.B. 11600, PG. 2467 SHERRIE M. VENEZIA, H/W VICTOR J. VENEZIA & N/F 131 NO TAKINGS LOC.# 21R120717 349 BAXTER ROAD D.B. 10144, PG. 1775 CHRISTINE MARIE LOUDON H/W DAVID SCOTT LOUDON & N/F 130 REM AREA 0.30 ACRES T.S.C.L. = 203 S.F. AREA 0.30 ACRES LOC.# 21R120726 347 BAXTER ROAD D.B. 20138, PG. 480 NARMEEN ESMIEL N/F 129 REM AREA 0.34 ACRES T.S.C.L. = 207 S.F. AREA 0.34 ACRES LOC.# 22R440412 345 BAXTER ROAD D.B. 22324, PG. 2098 MARKITA A. WILSON N/F 22 NO TAKINGS LOC.# 21R120065 230 CEDAR TRAIL DRIVE D.B. 13179, PG. 1967 RENEE A. CLARK, TRS. RAYMOND C. CLARK & N/F 23 NO TAKINGS LOC.# 21R120056 228 CEDAR TRAIL DRIVE D.B. 15425, PG. 2395 PATRICIA A. LOUREIRO N/F 24 NO TAKINGS LOC.# 21R120038 301 HILL TRAIL DRIVE D.B. 19387, PG. 1117 PETER J. DAPKUS, JR., TRS. N/F 26 REM AREA 0.48 ACRES P.R.I.M.U.S.S.E. = 210 S.F. AREA 0.48 ACRES LOC.# 21R210063 202 WILDBRIER DRIVE D.B. 9466, PG. 435 BARBARA B. HANSON, H/W DAVID M. HANSON & N/F TSCL P R + 9 8 % E X + 9 8 % 16 44 W I D E R E C ON CR ETE PR +4 2% EX +4 2% 35 71'W IDE R E CON CR ETE PR.+29%19EX.+2.9% . 56'W IDE R E.CONCRETE STA. 39+59.89 STA. 42+59.15 (T.B.R.&REL.B.O.) EX. UTILTY POLE (T.B.R.&REL.B.O.) EX. GUY WIRE (U.I.P.) EX. 18" ASH TREE EX. TREE (U.I.P.) EX. TREE (U.I.P.) (U.I.P.) EX. TREE FENCE (U.I.P.) EX. WOOD RAIL (T.B.R.&REL.) EX. SIGN (U.I.P.) POLE EX. LIGHT (A.T.G.B.O.) EX. GAS VALVE EX. WATER VALVE (A.T.G.) PEDESTAL (T.B.R.&REL.B.O.) EX. TELEPHONE (T.B.R.&REL.B.O.) EX. GUY WIRE (T.B.R.&REL.) EX. MAILBOX EX. MAILBOX (U.I.P.) (T.B.R.&REL.) EX. MAILBOX (U.I.P.) EX. MAILBOX (SHEET 7 OF 21) PLAN SHEETS BAXTER ROAD BASELINE LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION 5 ' (T.B.R.&R.) EX. SIGN (A.T.G.B.O.) VALVE EX. GAS (U.I.P.) EX. CURB (U.I.P.) EX. CURB 602.96' R 157.28'T 307.70'L 09°30'08.70"D 29°14'20.00" 42+38.24PT 39+30.54PC 40+87.82PI BAXTER ROAD - CURVE 2 ∆ GUTTER CURB & ROLLED NEW SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE SIDEWALK NEW 10 ' 10' SCALE 60 40 20 0 BAXTER(VAR.)RD HILL TRAIL DR WILDBRIERDR EASEMENT EASEMENT EASEMENT EASEMENT (PB 128 PG 10) EASEMENT (PB 128 PG 10) EASEMENT PR + 2 1% EX + 2 1% 10 20 W I DE R E CO NCRETE STA. 40+60.76 STA. 40+85.18 FENCE (U.I.P.) EX. WOOD RAIL CURB & GUTTER NEW ROLLED R = 572' R = 571' TSCL 5' 15 OF 201 (U.I.P.) EX. LIGHT (U.I.P.) MONUMENT EX. BRICK (U.I.P.) EX. BRICK MONUMENT (U.I.P.) EX. ELECTRIC METER PRIMUSSE #2 PRIMUSSE #1 CONSTRUCTION (U.I.P.) EX. LIGHT (U.I.P.) EX. BRICK MONUMENT LOT 36 LOT 37 LOT 368 WILD-WOOD ADDITION P.B. 115, PG. 16 LOT 369 PLAT NO. 2 25 REM AREA 0.54 ACRES P.R.I.M.U.S.S.E. #2 = 222 S.F. P.R.I.M.U.S.S.E. #1 = 40 S.F. AREA 0.54 ACRES LOC.# 21R120010 300 HILL TRAIL DRIVE D.B. 9826, PG. 1242 JUDITH A. TRIULZI H/W ROBERT TRIULZI & N/F STA. 39+50.00 CURB BEGIN NEW (A.T.G.) EX. PULLBOX LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER "O" & "P" FOR CURB RAMPS SEE CURB RAMP DETAILS (U.I.P.) HEAD EX. SPRINKLER (U.I.P.) HEAD EX. SPRINKLER 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 16

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 36.31' LT. O/S. STA.43+33.48 43+00 44+00 45+00 46+00 47+00 48+00 O/S. 29.82' LT. STA.43+30.81 31.83' LT. O/S. STA.43+31.63 29.48' LT. O/S. STA.45+05.97 31.48' LT. O/S. STA.45+06.67 29.25' LT. O/S. STA.46+19.53 31.25' LT. O/S. STA.46+19.53 32.25' LT. O/S. STA.46+19.53 29.09' LT. O/S. STA.46+99.53 31.09' LT. O/S. STA.46+99.53 32.09' LT. O/S. STA.46+99.54 33.09' LT. O/S. STA.46+99.54 28.93' LT. O/S. STA.47+79.53 31.43' LT. O/S. STA.47+79.53 32.93' LT. O/S. STA.47+79.54 29.99' RT. O/S. STA.43+91.48 31.99' RT. O/S. STA.43+91.48 29.99' RT. O/S. STA.44+76.48 31.99' RT. O/S. STA.44+76.48 29.99' RT. O/S. STA.45+56.48 31.99' RT. O/S. STA.45+56.48 29.99' RT. O/S. STA.46+36.48 31.99' RT. O/S. STA.46+36.48 29.99' RT. O/S. STA.47+16.48 31.99' RT. O/S. STA.47+16.48 MATCHLINE STA. 43+00.00 MATCHLINE STA. 48+00.00 P.B. 166, PG. 20 OAKLEIGH WOODS - PLAT NO. 4 EX. R/W EX. R/W PL L P PL PL PL PL PL EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK (T.B.R.) (U.I.P.) EX. VINYL FENCE (85' T.B.R.) EX. WOOD FENCE 128 NO TAKINGS LOC.# 22R440733 343 BAXTER ROAD D.B. 19391, PG. 3088 PAMELA S. KRAMER N/F 127 REM AREA 0.28 ACRES T.S.C.L. = 170 S.F. AREA 0.28 ACRES LOC.# 22R440458 384 SUNFIELD PLACE D.B. 17573, PG. 4669 CARRIE PURCELL BOWERS H/W DANIEL THOMAS BOWERS & N/F 125 REM AREA 0.24 ACRES T.S.C.L. = 160 S.F. AREA 0.24 ACRES LOC.# 22R440476 380 SUNFIELD PLACE D.B. 14120, PG. 778 JESUS GUTIERREZ H/W ANA ROSA GUTIERREZ & N/F 124 REM AREA 0.24 ACRES T.S.C.L. = 160 S.F. AREA 0.24 ACRES LOC.# 22R440485 378 SUNFIELD PLACE D.B. 16095, PG. 548 ANILA MARKOLLARI H/W ARTAN MARKOLLARI & N/F 123 REM AREA 0.27 ACRES T.S.C.L. = 180 S.F. AREA 0.27 ACRES LOC.# 22R440494 376 SUNFIELD PLACE D.B. 17809, PG. 4897 SCOTT E. JANSSEN H/W SHEILA DAWN JANSSEN & N/F 27 REM AREA 0.50 ACRES T.S.C.L. = 350 S.F. AREA 0.50 ACRES LOC.# 22R530896 343 OAKLEIGH WOODS DRIVE D.B. 20774, PG. 1412 BARBARA M. CATON H/W DONALD E. CATON & N/F 28 REM AREA 0.27 ACRES T.S.C.L. = 226 S.F. AREA 0.27 ACRES LOC.# 22R530887 339 OAKLEIGH WOODS DRIVE D.B. 17851, PG. 1257 MARIE SIGNAIGO, TRS. N/F 30 REM AREA 0.28 ACRES T.S.C.L. = 140 S.F. P.R.I.M.U.S.S.E. = 180 S.F. AREA 0.28 ACRES LOC.# 22R530869 331 OAKLEIGH WOODS DRIVE D.B. 23424, PG. 2864 CHRISTINA PHAN T/E SREENIVASA DANDAMUDI & N/F 26 SUNFIELD PLACE TSCL TSCL TSCL TSCL PRIMUSSE PR. +1.5% EX. +1.5% 21.24' WIDE R.E. ASPHALT STA. 43+18.86 END NEW CURB BOX (A.T.G.) EX. PULL BOX (A.T.G.) EX. PULL (T.B.R.&REL.B.O.) PEDESTAL EX. TELEPHONE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. UTILITY POLE (U.I.P.) EX. WATER VALVE EX. SIGN (T.B.R.&REL.) (T.B.R.) EX. 12" MAPLE TREE EX. MAILBOX (T.B.R.&REL.) EX. TREE (U.I.P.) (U.I.P.) EX. 12" PINE TREE (U.I.P.) HYDRANT EX. FIRE (SHEET 8 OF 21) PLAN SHEETS BAXTER ROAD BASELINE LIMITS CONSTRUCTION LIMITS CONSTRUCTION 5' 5 (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB SHARED-USE PATH NEW 10' WIDE NEW SIDEWALK FENCE (U.I.P.) EX. WOOD (U.I.P.) STRUCTURE EX. POWER 10' 1 0 SCALE 60 40 20 0 (T.B.R.) EX. 12" OAK TREE (U.I.P.) EX. 18" PINE TREE OAKLEIGHWOODSDR (PB 166 PG 20) 10' EASEMENT (PB 128 PG 10) 5' EASEMENT (PB 128 PG 10) 5' EASEMENT EASEMENT EASEMENT PL PL PL PL PL PL PL STA. 43+11.26 (80' T.B.R.) EX. WOOD FENCE (80' T.B.R.) EX. WOOD FENCE (80' T.B.R. EX. WOOD FENCE (90' T.B.R.) EX. WOOD FENCE (U.I.P.) EX. VINYL FENCE (T.B.R.&REL.B.O.) PEDESTAL EX. TELEPHONE TSCL PRIMUSSE BOX (A.T.G.) EX. PULL SHEET 7 SEE RIGHT-OF-WAY PLANS PRIMUSSE 16 OF 201 126 REM AREA 0.24 ACRES T.S.C.L. = 160 S.F. AREA 0.24 ACRES LOC.# 22R440467 382 SUNFIELD PLACE D.B. 23372, PG. 945 ANGELA C. HABHAB T/E NATHAN A. HABHAB & N/F COUNTRY GREEN P.B. 128, PG. 10 LOT 47 LOT 46 LOT 45 LOT 44 TRACT "A" LOT 48 LOT 32 LOT 33 LOT 34 LOT 35 BAXTER(VAR)RD (T.B.R.&R.B.O.) EX. SATELLITE DISH (A.T.G.) EX. WATER VALVE LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER 29 REM AREA 0.28 ACRES T.S.C.L. = 80 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.28 ACRES LOC.# 22R530878 335 OAKLEIGH WOODS DRIVE D.B. 24304, PG. 4927 JENNIFER M. BEITER N/F 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 17

OAKLEIGH WOODS, PLAT NO. 4

BAXTER(VAR)RD

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 31.27' LT. O/S. STA.48+59.53 31.11' LT. O/S. STA.49+39.53 31.61' LT. O/S. STA.49+39.53 31.45' LT. O/S. STA.50+15.86 33.95' LT. O/S. STA.50+15.83 33.26' LT. O/S. STA.51+24.76 32.22' LT. O/S. STA.51+24.91 31.26' LT. O/S. STA.51+25.05 32.75' LT. O/S. STA.52+45.56 30.75' LT. O/S. STA.52+45.45 32.00' RT. O/S. STA.48+96.34 32.00' RT. O/S. STA.48+06.48 30.00' RT. O/S. STA.48+06.48 32.77' LT. O/S. STA.48+59.53 30.73' LT. O/S. STA.52+47.98 CURVE3 CURVE4 50+46.96 PC 51 + 76 23 PCC 48+00 49+00 50+00 51+00 52+00 53+00 j T T 29.49' RT. O/S. STA.52+49.15 27.75' LT. O/S. STA.52+45.28 28.26' LT. O/S. STA.51+25.48 28.45' LT. O/S. STA.50+15.88 28.61' LT. O/S. STA.49+39.52 28.77' LT. O/S. STA.48+59.52 32.30' RT. O/S. STA.52+51.16 33.13' RT. O/S. STA.52+93.51 33.17' LT. O/S. STA.51+78.25 31.17' LT. O/S. STA.51+78.23 MATCHLINE STA. 48+00.00 MATCHLINE STA.53+00 .00 COUNTRY GREEN P.B. 128, PG. 10 G R EE N M O R E D R PL PL PL L P L P LP L P PL L P PL L P PL PL EX. R/W EX. R/W EX. R/W EX.R/W (T.B.R.) EX. SIDEWALK EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK (T.B.R.&R.) STONE AND A.T.G.) (REPLACE PRECAST INLET EX. DOUBLE CURB INLET 22R1-065D 122 REM AREA = 0.30 ACRES T.S.C.L. = 174 S.F. AREA = 0.30 ACRES LOC.# 22R530191 215 GREENMORE DRIVE D.B. 6382, PG. 212 COUNTRY GREEN TRUSTEES N/F 121 NO TAKINGS LOC.# 22R530209 214 GREENMORE DRIVE D.B. 6382, PG. 212 COUNTRY GREEN TRUSTEES N/F 120 NO TAKINGS LOC.# 22R530218 327 BAXTER ROAD D.B. 21554, PG. 1856 KATIE DEETS ZAC DEETS & N/F 119 NO TAKINGS LOC.# 22R530227 325 BAXTER ROAD D.B. 20014, PG. 1864 JAMES WILLIAM POPE, JR., J/T LINDSEY GRACE NIDAY & N/F 118 NO TAKINGS LOC.# 22R530236 323 BAXTER ROAD D.B. 10541, PG. 888 ELISSA H. LIESCHEIDT, TRS. DAVID A. LIESCHEIDT & N/F 31 REM AREA = 0.28 ACRES T.S.C.L. = 120 S.F. P.R.I.M.U.S.S.E. = 200 S.F. AREA = 0.28 ACRES LOC.# 22R530850 327 OAKLEIGH WOODS DRIVE D.B. 8773, PG. 1184 DIANE L. PILGRIM H/W EDWARD M. PILGRIM & N/F 32 REM AREA = 0.28 ACRES P.R.I.M.U.S.S.E. = 200 S.F. AREA = 0.28 ACRES LOC.# 22R530841 323 OAKLEIGH WOODS DRIVE D.B. 20468, PG. 2669 DEEPTI CHATURVEDI H/W FRANCIS EDWIN & N/F 33 REM AREA = 0.26 ACRES P.R.I.M.U.S.S.E. = 229 S.F. AREA = 0.26 ACRES LOC.# 22R530832 319 OAKLEIGH WOODS DRIVE D.B. 11249, PG. 1927 SANDRA L. MADSEN H/W RAY A. MADSEN & N/F 34 REM AREA = 0.32 ACRES T.S.C.L. = 273 S.F. P.R.I.M.U.S.S.E. = 321 S.F. AREA = 0.32 ACRES LOC.# 22R530823 315 OAKLEIGH WOODS DRIVE D.B. 19014, PG. 2106 DEBORAH A. BRYS H/W MICHAEL P. BRYS & N/F TSCL TSCL PRIMUSSE PRIMUSSE PRIMUSSE TSCL PRIMUSSE STA. 50+39.61 STA. 51+27.26 STA. 52+02.92 STA. 52+67.92 PR. +3.5% EX. +3.5% 16.73' WIDE R.E. CONCRETE RP + 6 %1 XE + 6 %1 12 17 W I D E R E C ON CR ETE PR +10 9% EX +10 9% 10 63 W IDE R E CO NCR ETE PR.+0.1%EX.+0.1% 16.00'WIDE R.E.CONCRETE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE PEDESTAL (T.B.R.&REL.B.O.) EX. TELEPHONE (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. SIGN EX. SIGN (U.I.P.) EX. SIGN (T.B.R.&REL.) EX. WATER VALVE (A.T.G.) (U.I.P.) EX. TREES EX. TREES (U.I.P.) EX. TREES (U.I.P.) EX. TREE (U.I.P.) (U.I.P.) EX. WOOD FENCE EX. TREES (U.I.P.) (U.I.P.) EX. UTILITY POLE FENCE (U.I.P.) EX. VINYL RAIL (U.I.P.) EX. 16" PINE TREE (A.T.G.B.O.) EX. GAS VALVE (T.B.R.&REL.) EX. SIGN (T.B.R.&REL.) EX. SIGN (T.B.R.&REL.) EX. SIGN (T.B.R.&REL.) EX. MAILBOX VALVE (A.T.G.) EX. WATER VALVE (A.T.G.) EX. WATER (SHEET 9 OF 21) PLAN SHEETS BAXTER ROAD BASELINE LIMITS CONSTRUCTION 5 5 924.93' R 64.74'T 129.28'L 06°11'40.59"D 08°00'29.80" 51+76.23PT 50+46.96PC 51+11.70PI BAXTER ROAD - CURVE 3 ∆ 210.19' R 83.14'T 158.35'L 27°15'32.55"D 43°09'49.29" 53+34.58PT 51+76.23PC 52+59.38PI BAXTER ROAD CURVE 4 ∆ (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB NEW SIDEWALK SHARED-USE PATH NEW 10' WIDE (A.T.G.) EX. PULL BOX (U.I.P.) VALVE EX. WATER (U.I.P.) EX. GUARDRAIL (U.I.P.) EX. GUARDRAIL PL SCALE 60 40 20 0 CONSTRUCTION LIMITS LIMITS CONSTRUCTION CONSTRUCTION LIMITS (PB 166 PG 20) 10' EASEMENT 5' EASMENT (PB 128 PG 10) CABLEVISION (PB 7599 PG 1869) 5' EASEMENT TO UNITED VIDEO (PB 166 PG 20) 5' EASEMENT (PB 166 PG 20) 5' EASEMENT (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. PRIVACY FENCE (U.I.P.) EX. WOOD FENCE SUNFIELD PL (T.B.R.) TREE EX. 12" ASH (T.B.R.) EX. 14" MAPLE TREE (U.I.P.) EX. TREE (10' T.B.R.) EX. WOOD FENCE (90' T.B.R.) EX. WOOD FENCE (U.I.P.) EX. 12" PINE TREE (PB 124 PG 93) 7.5' EASEMENT (U.I.P.) EX. WOOD FENCE R = 892' R = 892' R = 890' R = 175' R = 177' R = 140' PRIMUSSE PRIMUSSE EX. LANDSCAPING (U.I.P.) (U.I.P.) EX. LANDSCAPING (A.T.G.) EX. PULL BOX 10' (U.I.P.) HEAD EX. SPRINKLER (U.I.P.) EX. SPRINKLER HEAD (U.I.P.) EX. LANDSCAPING 17 OF 201 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31

P.B. 166, PG. 20 PROPERTY COMMON

LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER "Q" FOR CURB RAMPS SEE CURB RAMP DETAIL 35 REM AREA = 0.35 ACRES T.S.C.L. = 217 S.F. P.R.I.M.U.S.S.E. = 326 S.F. AREA = 0.35 ACRES LOC.# 22R531051 309 OAKLEIGH WOODS DRIVE D.B. 24196, PG. 4758 HEATHER G. & ZACHARY T. PAULE T/E N/F EX. LANDSCAPING (T.B.R.) EX. FENCE (U.I.P.) (U.I.P.) EX. UTILITY BOX (U.I.P.) EX. TELEPHONE PEDESTAL 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 18

OAKLEIGH WOODS, PLAT NO. 1 P.B. 154, PG. 92 OAKLEIGH WOODS, PLAT NO. 1 P.B. 154, PG. 92 OAKLEIGH WOODS PLAT NO. 2 P.B. 159, PG. 25 PL PL PL PL PL PL PL PL EX. R/W EX. R/W EX. R/W EX. R/W S H ADY M E AD O W S D R OAKLEIGH WOODS DR S H A D Y M E A D O W S D R PL (T.B.R.) EX. SIDEWALK FENCE (U.I.P.) EX. WOOD EX. SIDEWALK (T.B.R.) EX. SIDEWALK (T.B.R.&R.) WALL (U.I.P.) EX. RETAINING WALL (U.I.P.) EX. RETAINING EX. FENCE (85' T.B.R.) (U.I.P.) EX. FIRE HYDRANT (U.I.P.) EX. SIGN POLE (U.I.P.) EX. LIGHT (T.B.R.&REL.) EX. SIGN STONE AND A.T.G.) (REPLACE PRECAST INLET EX. CURB INLET 22R1-069D (A.T.G.) EX. WATER VALVE (A.T.G.) EX. WATER VALVE NO TAKINGS LOC.# 22R530483 294 OAKLEIGH WOODS DRIVE D.B. 9484, PG. 313 KATHERINE J. KUSTER H/W ANTON KUSTER & N/F 38 NO TAKINGS LOC.# 22R530511 290 OAKLEIGH WOODS DRIVE D.B. 19157, PG. 355 GALINA KANO H/W IGOR KANO & N/F 39 NO TAKINGS LOC.# 22R530520 286 OAKLEIGH WOODS DRIVE D.B. 17289, PG. 4282 JAQUELINE M. COMPAS H/W GEORGE COMPAS & N/F 40 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530144 309 BAXTER ROAD D.B. 13142, PG. 2468 ANNETTE E. CONING N/F 114 REM AREA 0.31 ACRES T.S.C.L. = 395 S.F. P.R.I.M.U.S.S.E. = 319 S.F. AREA 0.31 ACRES LOC.# 22R530135 324 SHADY MEADOWS DRIVE D.B. 6358, PG. 2250 ELIZABETH ANNE MOORE H/W RICHARD P. MOORE & N/F 115 REM AREA 0.34 ACRES P.R.I.M.U.S.S.E. = 312 S.F. AREA 0.34 ACRES LOC.# 22R530108 325 SHADY MEADOWS DRIVE D.B. 11977, PG. 20 VINCENT EUGENE GIBBS H/W MICHELLE D. LEE-GIBBS & N/F 116 REM AREA 0.35 ACRES P.R.I.M.U.S.S.E. = 456 S.F. AREA 0.35 ACRES LOC.# 22R530092 315 BAXTER ROAD D.B. 11190, PG. 595 GERALYN R. NICKLES H/W ROBERT H. NICKLES & N/F 117 (U.I.P.) EX. LIGHT POLE (T.B.R.&REL.) EX. SIGN (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (A.T.G.) EX. MANHOLE 22R1-147S (T.B.R.&R.) EX. SIDEWALK PRIMUSSE PRIMUSSE PRIMUSSE STA. 54+14.70 STA. 56+58.67 STA. 57+57.95 PR. -2.2% EX. -2.2% 14.83' WIDE R.E. CONCRETE PR. -2.5% EX. -2.5% 8.90' WIDE R.E. CONCRETE PR. +1.7% EX. +1.7% 17.47' WIDE R.E. CONCRETE EX. TREES (U.I.P.) (U.I.P.) EX. 16" PINE TREE (T.B.R.&REL.B.O.) PEDESTAL EX. TELEPHONE VALVE (U.I.P.) EX. GAS (A.T.G.) EX. PULL BOX (T.B.R.&REL.) EX. SIGN VALVES (A.T.G.B.O.) EX. GAS CURB & GUTTER NEW ROLLED (SHEET 10 OF 21) PLAN SHEETS (T.B.R.&REL.) EX. SIGN BAXTER ROAD BASELINE CONSTRUCTION LIMITS CONSTRUCTION LIMITS LIMITS CONSTRUCTION CONSTRUCTION LIMITS 5 5 5' (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (T.B.R.&R.) CURB & GUTTER EX. ROLLED SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE NEW SIDEWALK SIDEWALK NEW (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. GUARDRAIL (U.I.P.) MONUMENT EX. SUBDIVISION (PB 154 PG 92) AMERICAN WATER 5' EASEMENT TO MISSOURI (PB 154 PG 92) 10' EASEMENT (PB 159 PG 25) 10' EASEMENT (PB 127 PG 39) AMERICAN WATER 15' EASEMENT TO MISSOURI CABLEVISION (PB 7599 PG 1871) EASMENT TO UNITED VIDEO (PB 154 PG 92) 10' EASEMENT (PB 124 PG 93) 2.5' EASEMENT (PB 124 PG 93) 2.5' EASEMENT (PB 124 PG 93) 5' EASEMENT (PB 124 PG 93) 7.5' EASEMENT (PB 124 PG 93) 5' EASEMENT (PB 124 PG 93) 2.5' EASEMENT (PB 124 PG 93) AMERICAN WATER 5' EASEMENT TO MISSOURI (PB 124 PG 93) 5' EASEMENT (PB 124 PG 93) 5' EASEMENT SCALE 60 40 20 0 PL PL PL PL EX. R/W EX. R/W E X R / W E X R / W 10' 10' TSCL TSCL PL R = 140' (U.I.P.) EX. WOOD FENCE FENCE (U.I.P.) EX. VINYL FENCE (U.I.P.) EX. VINYL BUSHES (T.B.R.) EX. LANDSCAPE (U.I.P) EX. LANDSCAPING (U.I.P.) EX. RETAINING WALL PRIMUSSE (U.I.P.) HEAD EX. SPRINKLER (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. SOLAR PANEL (U.I.P.) EX. BOULDER 18 OF 201 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530153 307 BAXTER ROAD D.B. 23706, PG. 1114 REBECCA STOTLER T/E PATRICK STOTLER & N/F 113 OAKLEIGH WOODS, PLAT NO. 4 P.B. 166, PG. 20 LOT 26 LOT 25 LOT 112 LOT 113 LOT 1 LOT 2 LOT 3 INCL. OF FOX CREEK PLAT NO. 3 THE AMENDED PLAT LOTS 2-14 P.B. 127, PG. 39 FOX CREEK, PLAT NO. 2 P.B. 124, PG. 93 REM AREA 0.34 ACRES P.R.I.M.U.S.S.E. = 485 S.F. AREA 0.34 ACRES LOC.# 22R531071 305 OAKLEIGH WOODS DRIVE D.B. 19029, PG. 1052 STEPHANIE L. STREETER H/W MATTHEW B. STREETER & N/F 36 BAXTER(VAR)RD (T.B.R.) EX. 24" TREE (T.B.R.) EX. 15" TREE (T.B.R.) EX. 15" TREE EX. ARBOR/TRELLIS (T.B.R.) (U.I.P.) EX. 18" TREE REMOVAL BEGIN FENCE END FENCE REMOVAL (T.B.R.) EX. 18" TREE LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER "R" & "S" FOR CURB RAMPS SEE CURB RAMP DETAILS REM AREA 0.32 ACRES T.S.C.L. = 784 S.F. P.R.I.M.U.S.S.E. = 593 S.F. AREA 0.32 ACRES LOC.# 22R531082 603 SHADY MEADOWS DRIVE D.B. 24054, PG. 1621 MEEGAN YOUNG T/E TIMOTHY YOUNG & N/F 37 AREA (U.I.P.) IN T.S.C.L. EX. LANDSCAPING 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 19

FOXCREEKPLAT2

BAXTER(VAR)RD

OAKLEIGHWOODS,PLATNO 5

MATCHLINE STA. 63+00.00

PB 167,PG 29 EX. R/W EX. R/W PL PL PL EX. SIDEWALK (T.B.R.) EX. WOOD FENCE (U.I.P.) INLET (A.T.G.) EX. DOUBLE CURB 22R1-058D (A.T.G.) EX. MANHOLE 22R1-230D (A.T.G.) EX. MANHOLE 22R1-148S REM AREA 0.23 ACRES T.S.C.L. = 75 S.F. AREA 0.23 ACRES LOC.# 22R531033 282 OAKLEIGH WOODS DRIVE D.B. 23654, PG. 2943 ELIZABETH A. KNIGHT N/F 42 REM AREA 0.25 ACRES T.S.C.L. = 80 S.F. AREA 0.25 ACRES LOC.# 22R531024 280 OAKLEIGH WOODS DRIVE D.B. 7409, PG. 1109 KAREN M. TOTH H/W RICHARD J. TOTH & N/F 43 REM AREA 0.25 ACRES T.S.C.L. = 146 S.F. AREA 0.25 ACRES LOC.# 22R531015 278 OAKLEIGH WOODS DRIVE D.B. 20152, PG. 193 SILVIA T. BOWMAN, H/W STEPHEN C. BOWMAN & N/F 44 REM AREA 0.27 ACRES T.S.C.L. = 96 S.F. AREA 0.27 ACRES LOC.# 22R531006 276 OAKLEIGH WOODS DRIVE D.B. 13935, PG. 12 KATHLEEN N. RUDOLPH H/W MICHAEL D. RUDOLPH & N/F 45 REM AREA 0.28 ACRES T.S.C.L. = 106 S.F. AREA 0.28 ACRES LOC.# 22R530997 274 OAKLEIGH WOODS DRIVE D.B. 15203, PG. 1860 LEIGHANNE M. HEISEL H/W ALAN D. HEISEL & N/F 46 REM AREA 0.25 ACRES T.S.C.L. = 120 S.F. AREA 0.25 ACRES LOC.# 22R520776 272 OAKLEIGH WOODS DRIVE D.B. 7597, PG. 1264 RAMONA R. SCHROEDER H/W PHILLIP A. SCHROEDER & N/F 47 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R510326 277 BAXTER ROAD D.B. 8307, PG. 898 HENRIETTA P. MACKEY H/W JAMES E. MACKEY & N/F 108 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530180 301 BAXTER ROAD D.B. 23100, PG. 1481 KOTWANI SUMAN T/E PARYANI KAMAL SATYAPAL & N/F 110 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530171 303 BAXTER ROAD D.B. 19916, PG. 2541 ALYIA MUHSIN KHAZAL N/F 111 113 PRIMUSSE PRIMUSSE TSCL TSCL STA. 58+47.71 STA. 59+26.93 STA. 60+30.97 STA. 61+23.61 STA. 62+54.36 PR. +1.7% EX. +1.7% 15.14' WIDE R.E.CONCRETE PR. +4.8% EX. +4.8% 10.93' WIDE R.E.CONCRETE PR. +4.2% EX. +4.2% 15.85' WIDE R.E.CONCRETE PR +0 7% EX.+0 7% 18 07'W IDE R.E.C ON CR ETE EPR.+3.0%

R.E.CONCRETE (U.I.P.) EX. TREES (U.I.P.) EX. TREE EX. TREE (U.I.P.) (T.B.R.) EX. 18" OAK TREE EX. TREE (U.I.P.) EX. TREES (U.I.P.) (A.T.G.) EX. PULL BOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. SIGN (T.B.R.&R.) EX. SIGN WALL (U.I.P.) EX. RETAINING CURB INLET NEW DOUBLE CURB INLET (T.B.R.) EX. CANTED DOUBLE 22R1-076D NEW PIPE EXTENSION EX. SIGN (U.I.P.) INLET (A.T.G.) EX. CURB 22R1-059D NEW GUARDRAIL CURB INLET (T.B.R.) EX. CANTED DOUBLE 22R1-097D NEW PIPE EXTENSION EX. 12" RCP (U.I.P.) EX. FIRE HYDRANT (U.I.P.) POLE EX. LIGHT VALVE (U.I.P.) EX. WATER EX. GUARDRAIL (T.B.R.) CURB & GUTTER NEW ROLLED (SHEET 11 OF 21) PLAN SHEETS BAXTER ROAD BASELINE LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION 5' 5' 115.00' R 40.24'T 77.42'L 49°49'20.70"D 38°34'20.00" 62+12.85PT 61+35.43PC 61+75.68PI BAXTER ROAD CURVE 5 ∆ (U.I.P.) EX. CURB (U.I.P.) EX. CURB SHARED-USE PATH NEW 10' WIDE NEW SIDEWALK (U.I.P.) EX. LIGHT (T.B.R.&R.) EX. SIDEWALK 10' 10' SCALE 60 40 20 0 (U.I.P.) EX. 16" ASH TREE OAKLEIGHWOODSDR (DB 6776 PG 1096) SAINT LOUIS COUNTY 5' UTILITY EASEMENT TO (PB 167 PG 29) 5' EASEMENT (PB 167 PG 29) 10' EASEMENT (PB 167 PG 29) 5' EASEMENT (PB 167 PG 29) 5' EASEMENT (PB 167 PG 29) 5' EASEMENT (PB 167 PG 29) 5' EASEMENT (DB 7599 PG 1867) CABLEVISION EASEMENT 5' UNITED VIDEO (DB 7599 PG 1867) CABLEVISION EASEMENT 5' UNITED VIDEO (PB 127 PG 39) 15' WATER EASEMENT (DB 6553 PG 2349) 5' ELECTRIC EASEMENT (DB 22889 PG 111) 10' SEWER EASEMENT (DB 22889 PG 291) 10' SEWER EASEMENT PL PL PL PL PL PL PL PL PL FENCE (U.I.P.) EX. VINYL FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. WOOD R = 141.5' R = 87' SHEET 10 SEE RIGHT-OF-WAY PLANS (T.B.R.&R.) EX. SIGN 19 OF 201 (U.I.P.) EX. MANHOLE 22R1-0231D REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530162 305 BAXTER ROAD D.B. 22742, PG. 413 THOMAS L. BUBB T/E SUSAN H. BUBB & N/F 112 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 82 LOT 81 LOT 80 LOT 79 LOT 78 LOT 77 INCL. OF FOX CREEK PLAT NO. 3 THE AMENDED PLAT LOTS 2-14 P.B. 127, PG. 39 NO TAKINGS LOC.# 22R531042 284 OAKLEIGH WOODS DRIVE D.B. 23496, PG. 1810 CHELSEA & ISENMANN CODY ATKINS N/F 41

10X.+3.0% . 63'WIDE

(T.B.R.&R.) CURB & GUTTER EX. ROLLED (T.B.R.&R.) CURB & GUTTER EX. ROLLED SIDEWALK NEW 2 4 DCI 2 3 COLLAR 3 4 DCI COLLAR 3 3 3 2 EX DCI 3 1 EX DCI LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER (D.N.D.) EX. DOUBLE CURB INLET 22R1-096D (D.N.D.) EX. DOUBLE CURB INLET 22R1-095D EX. CURB INLET (U.I.P.) 22R1-071D EX. CURB INLET (U.I.P.) 22R1-072D REM AREA 0.26 ACRES P.R.I.M.U.S.S.E. = 469 S.F. AREA 0.26 ACRES LOC.# 22R510317 279 BAXTER ROAD D.B. 24424, PG. 276 SEGUPTA T/E INDRANIL & RUPSA N/F 109 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 20

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 63+00 64+00 65+00 66+00 67+00 68+00 DI 28.00' LT. O/S. STA.63+17.34 29.50' LT. O/S. STA.63+17.34 30.78' LT. O/S. STA.63+97.35 29.28' LT. O/S. STA.63+97.34 27.78' LT. O/S. STA.63+97.34 30.52' LT. O/S. STA.64+87.88 27.55' LT. O/S. STA.64+77.34 27.30' LT. O/S. STA.65+67.34 26.81' LT. O/S. STA.67+42.33 34.81' LT. O/S. STA.67+41.37 43.82' LT. O/S. STA.67+40.28 26.67' LT. O/S. STA.67+92.70 34.67' LT. O/S. STA.67+91.73 43.67' LT. O/S. STA.67+90.64 25.00' RT. O/S. STA.63+38.69 28.50' RT. O/S. STA.63+38.69 25.00' RT. O/S. STA.64+28.69 28.50' RT. O/S. STA.64+28.69 25.00' RT. O/S. STA.65+18.68 28.00' RT. O/S. STA.65+18.68 28.50' RT. O/S. STA.65+18.68 30.00' RT. O/S. STA.65+18.68 25.00' RT. O/S. STA.66+08.68 28.00' RT. O/S. STA.66+08.68 30.00' RT. O/S. STA.66+08.68 25.00' RT. O/S. STA.66+98.68 28.00' RT. O/S. STA.66+98.68 30.00' RT. O/S. STA.66+98.68 25.00' RT. O/S. STA.67+88.68 28.00' RT. O/S. STA.67+88.68 30.00' RT. O/S. STA.67+88.68 43.90' LT. O/S. STA.67+09.91 49.01' LT. O/S. STA.67+10.00 49.00' LT. O/S. STA.67+00.00 43.93' LT. O/S. STA.67+00.00 44.03' LT. O/S. STA.66+65.00 49.01' LT. O/S. STA.66+65.00 49.00' LT. O/S. STA.66+55.00 44.05' LT. O/S. STA.66+55.00 44.17' LT. O/S. STA.66+13.00 49.01' LT. O/S. STA.66+13.00 44.20' LT. O/S. STA.66+03.00 49.01' LT. O/S. STA.66+03.00 30.89' LT. O/S. STA.65+55.96 35.33' LT. O/S. STA.65+55.97 44.33' LT. O/S. STA.65+55.99 MATCHLINE STA. 63+00.00 MATCHLINE STA. 68+00.00 L P PL EX. R/W EX. R/W EX. R/W (T.B.R.&R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK FENCE (U.I.P.) EX. VINYL (T.B.R.) EX. SIDEWALK INLET (A.T.G.) EX. DOUBLE CURB 22R2-143D (T.B.R.) EX. CURB INLET 22R2-172D (U.I.P.) EX. CURB INLET 22R2-171D REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R510335 275 BAXTER ROAD D.B. 22076, PG. 3517 LISA LEWIS N/F 107 108 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R510344 273 BAXTER ROAD D.B. 21436, PG. 1999 CHEN & LINGXIA TANG, H/W, J/T YIYING CHEN, SHENSHENG N/F 106 REM AREA 0.25 ACRES T.S.C.L. = 180 S.F. P.R.I.M.U.S.S.E. = 270 S.F. AREA 0.25 ACRES LOC.# 22R520547 271 BAXTER ROAD D.B. 22109, PG. 458 MOHAMMAD PARACHA N/F 105 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 270 S.F. AREA 0.25 ACRES LOC.# 22R520556 269 BAXTER ROAD D.B. 12258, PG. 880 JOHN H. MAKUTA H/W MARY H. MAKUTA & N/F 104 REM AREA 0.25 ACRES T.S.C.L. = 180 S.F. P.R.I.M.U.S.S.E. = 270 S.F. AREA 0.25 ACRES LOC.# 22R520565 267 BAXTER ROAD D.B. 9410, PG. 1391 HELEN H. MAY, H/W WILLIAM D. MAY, JR. & N/F 103 REM AREA 1.23 ACRES T.S.C.L. = 1812 S.F. P.R.I.M.U.S.S.E. = 1473 S.F. AREA 1.23 ACRES LOC.# 22R520749 268 BAXTER ROAD D.B. 6780, PG. 2319 OAKLEIGH WOODS PLAT #3 TRUSTEES OF N/F 50 REM AREA 0.36 ACRES T.S.C.L. = 453 S.F. P.R.I.M.U.S.S.E. = 403 S.F. AREA 0.36 ACRES LOC.# 22R520758 264 BAXTER ROAD D.B. 6855, PG. 1127 WOODS SUBDIVISION, PLAT #4 TRUSTEES OF OAKLEIGH N/F 51 REM AREA 0.31 ACRES T.S.C.L. = 261 S.F. AREA 0.31 ACRES LOC.# 22R520794 268 OAKLEIGH WOODS DRIVE D.B. 12462, PG. 931 LAURA L. BARNETT H/W DENNIS R. BARNETT & N/F 49 TSCL TSCL PRIMUSSE PRIMUSSE PRIMUSSE STA. 63+48.91 STA. 64+50.99 STA. 65+27.35 STA. 66+20.20 STA. 67+66.82 PR. +6.5% EX. +6.5% 10.90' WIDE R.E. CONCRETE PR. +14.4% EX. +14.4% 15.95' WIDE R.E. CONCRETE PR. +10.5% EX. +10.5% 9.52' WIDE R.E. CONCRETE PR. +10.7% EX. +10.7% 9.03' WIDE R.E. CONCRETE PR. +15.8% EX. +15.8% 16.06' WIDE R.E. CONCRETE EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX EX. MAILBOX (U.I.P.) (A.T.G.) CURB INLET EX. DOUBLE 22R2-144D (T.B.R.) EX. GUARDRAIL NEW GUARDRAIL CURB & GUTTER NEW ROLLED (U.I.P.) EX. 12" SYCAMORE TREE (U.I.P.) EX. TREE EX. TREE (U.I.P.) EX. TREE (U.I.P.) (U.I.P.) EX. TREE (U.I.P.) EX. WATER VALVE (A.T.G.) EX. PULL BOX (U.I.P.) EX. BRICK MONUMENT (U.I.P.) EX. LIGHT POLE EX. SIGN (T.B.R.&REL.) EX. PULL BOX (A.T.G.) (A.T.G.) BOX EX. PULL (SHEET 12 OF 21) PLAN SHEETS (U.I.P.) EX. 12" PIPE BASELINE BAXTER ROAD CONSTRUCTION LIMITS CONSTRUCTION LIMITS 5 5' (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB NEW SIDEWALK SIDEWALK NEW SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE (A.T.G.) EX. MANHOLE 22R2-0239D (A.T.G.) VALVE EX. WATER (U.I.P.) EX. FIRE HYDRANT (A.T.G.) EX. MANHOLE 22R1-149S (T.B.R.) EX. 14" ASH TREE 10' 10' SCALE 60 40 20 0 TSCL TSCL (U.I.P.) EX. 12" ASH TREE (U.I.P.) ASH TREE EX. 14" (U.I.P.) TREE ASH EX. 8" (U.I.P.) TREE CHERRY EX. 10" (T.B.R.) EX. 10" HACKBERRY TREE (T.B.R.) TREE EX. 10" OAK (T.B.R.) TREE SYCAMORE EX. 10" (U.I.P.) TREE POPLAR EX. 12" (U.I.P.) TREE CHERRY EX. 10" (T.B.R.) TREE SYCAMORE EX. 10" (T.B.R.) BUSHES EX. 1" PINE (T.B.R.) CEDAR BUSH EX. 1"-3" (U.I.P.) EX. 6" HICKORY TREE F O R E S T L E A F D R NEW 12" PIPE (PB 167 PG 29) 10' EASEMENT (PB 167 PG 29) 10' EASEMENT (DB 7837 PG 527) EASEMENT 20' WATER (DB 4545 PG 391) 15' SEWER EASEMENT (DB 7305 PG 1192) EASEMENT DRAINAGE (PB 127 PG 39) EASEMENT 15' WATER (DB 6533 PG 2346) EASEMENT 5' ELECTRIC (DB 22889 PG 295) EASEMENT 10' SEWER TSCL PL PL PL PL PL PL PL L P PL FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. WOOD TREE (T.B.R.) EX. 8" ASH TSCL (A.T.G.) EX. MANHOLE 22R2-0238D EX. MANHOLE (U.I.P.) 22R2-0245D SHEET 11 SEE RIGHT-OF-WAY PLANS 20 OF 201 OAKLEIGH WOODS, PLAT NO. 5 P.B. 167, PG. 29 LOT 76 LOT 75 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 OAKLEIGH WOODS, PLAT NO. 3 P.B. 160, PG. 66 PLAT NO. 4 OAKLEIGH WOODS, P.B. 166, PG. 20 GROUND COMMON GROUND COMMON INCL. OF FOX CREEK PLAT NO. 3 THE AMENDED PLAT LOTS 2-14 P.B. 127, PG. 39 BAXTER(VAR)RD (T.B.R.&R.) CURB & GUTTER EX. ROLLED 4 4 CI 4 3 COLLAR 4 2 EX CI 4 1 EX CI (U.I.P.) EX. LIGHT POLE LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER "T" FOR CURB RAMPS SEE CURB RAMP DETAIL (U.I.P.) EX. CURB INLET 22R2-170D REM AREA 0.25 ACRES T.S.C.L. = 120 S.F. AREA 0.25 ACRES LOC.# 22R520785 270 OAKLEIGH WOODS DRIVE D.B. 24318, PG. 63 JOHNATHON HATCHER JR ETUX N/F 48 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 21

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 70+26 CURVE6 7 0 + 79 22 CP 68+00 69+00 70+00 71+00 72+00 73+00 32.11' LT. O/S. STA.68+21.35 26.59' LT. O/S. STA.68+21.35 42.68' LT. O/S. STA.69+53.37 31.64' LT. O/S. STA.70+16.23 39.34' LT. O/S. STA.70+74.39 25.00' RT. O/S. STA.68+59.01 28.00' RT. O/S. STA.68+72.09 30.00' RT. O/S. STA.68+75.60 MATCHLINE STA. 68+00.00 MATCHLINE STA. 73+00.00 NO TAKINGS LOC.# 22R520208 509 STEPHANIE LANE D.B. 11198, PG. 944 JOHN KAMMERER N/F NO TAKINGS LOC.# 22R520192 507 STEPHANIE LANE D.B. 17934, PG. 3206 AZIEB S. BELAY H/W ASEFAW T. WOLDU & N/F NO TAKINGS LOC.# 22R520905 101 DEER MEADOWS COURT D.B. 23268, PG. 3031 MARISOL OLNEY T/E ANDREW J. & N/F REM AREA 1.27 ACRES T.S.C.L. = 1870 S.F. P.R.I.M.U.S.S.E. = 1473 S.F. AREA 1.27 ACRES LOC.# 22R520804 260 BAXTER ROAD D.B. 6874, PG. 1297 WOODS SUBDIVISION TRUSTEES OF OAKLEIGH N/F P.B. 167, PG. 29 OAKLEIGH WOODS, PLAT NO. 5 BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 52 53 54 100 BAXTER (VAR.) RD STEPHANIELANE EX. R/W EX. R/W EX.R/W PL PL PL PL PL PL PL PL PL PL PL PL C LE A R M E ADO W S D R I V E (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (U.I.P.) EX. MONUMENT (U.I.P.) EX. PULLBOX (A.T.G.) VALVES EX. WATER (T.B.R.&REL.) EX. SIGN INLET (A.T.G.) EX. DOUBLE CURB 22R2-145D (A.T.G.) EX. CURB INLET 22R2-146D (A.T.G.) EX. CURB INLET 22R2-228D (A.T.G.) EX. MANHOLE 22R2-049S REM AREA 0.32 ACRES T.S.C.L. = 171 S.F. P.R.I.M.U.S.S.E. = 237 S.F. AREA 0.32 ACRES LOC.# 22R520574 101 CLEAR MEADOWS DRIVE D.B. 10279, PG. 851 JULIA A. JOLLY TODD W. JOLLY & N/F 102 NO TAKINGS LOC.# 22R520868 100 CLEAR MEADOWS DRIVE D.B. 20458, PG. 3699 BENJAMIN E. STOCKWELL H/W EMILY T. STOCKWELL & N/F 101 RALEC M ADOE W S IRDEV EX.R/W TSCL PRIMUSSE POLE (U.I.P.) EX. LIGHT EX. TREES (U.I.P.) (U.I.P.) EX. LANDSCAPING (U.I.P.) POLE EX. UTILITY (U.I.P.) EX. GUY WIRE (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. GUY WIRE (A.T.G.) EX. WATER VALVE (T.B.R. TO CONSTRUCTION LIMITS) EX. NATURAL GROWTH EX. GAS VALVE (A.T.G.B.O.) (U.I.P.) EX. GUARDRAIL FENCE (U.I.P.) EX. CHAIN-LINK (T.B.R.&R.) EX. SIGN (A.T.G.) BOX EX. PULL POLE (U.I.P.) EX. UTILITY (A.T.G.) EX. MANHOLE 22R2-048S (SHEET 13 OF 21) PLAN SHEETS (U.I.P.) EX. SPRINKLER (T.B.R.&REL.) EX. SIGN BAXTER ROAD BASELINE LIMITS CONSTRUCTION LIMITS CONSTRUCTION 5 716.20' R 164.42'T 323.24'L 07°59'59.89"D 25°51'33.71" 74+02.46PT 70+79.22PC 72+43.64PI BAXTER ROAD CURVE 6 ∆ (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE NEW SIDEWALK EX.R/W (U.I.P.) EX. LIGHT (U.I.P.) EX. MULCH (T.B.R.&R.) EX. ASPHALT (U.I.P.) EX. ASPHALT (T.B.R.&REL.) EX. SIGN (A.T.G.B.O.) EX. GAS VALVE BRIDGE #383-C EX. STL COUNTY 10' 10 ' (PB 7370 PG 2484) DRAINAGE EASEMENT (DB 7335 PG 2109) DRAINAGE EASEMENT (PB 5989 PG 322) 5' TELEPHONE EASEMENT (PB 5989 PG 322) 5' TELEPHONE EASEMENT (PB 96 PG 2) 10' EASEMENT (PB 7305 PG 1192) DRAINAGE EASEMENT (PB 7878 PG 858) 20' WATER EASEMENT (PB 7837 PG 533) 20' WATER EASEMENT (PB 127 PG 39) 15' WATER EASEMENT (PB 96 PG 2) ROADWAY EASEMENT SCALE 60 40 20 0 FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. CHAIN-LINK PRIMUSSE (U.I.P.) EX. TREE (U.I.P.) EX. TREE TSCL (U.I.P.) TREE EX. 12" OAK (U.I.P.) TREE EX. 18" OAK (U.I.P.) PINE TREE EX. 8" & 6" (U.I.P.) EX. 12" PINE TREE (U.I.P.) EX. 14" PINE TREE (U.I.P.) EX. 10" PINE TREE (U.I.P.) TREE PINE EX. 12" (U.I.P.) TREE PINE EX. 16" (U.I.P.) TREE PINE EX. 10" (U.I.P.) TREE PINE EX. 12" (U.I.P.) EX. MAILBOX (DB 7878 PG 858) 20' WATER EASEMENT (DB 7305 PG 1192) PERMANENT DRAINAGE EASEMENT CONSTRUCTION LIMITS) (T.B.R. TO EX. NATURAL GROWTH (T.B.R. TO CONSTRUCTION LIMITS) EX. NATURAL GROWTH PRIMUSSE 21 OF 201 (U.I.P.) EX. SPRINKLER (U.I.P.) CONTROL EX. SPRINKLER (U.I.P.) EX. LIGHT (T.B.R.&REL.) EX. ROCK (U.I.P.) EX. SHRUB LIMITS) (T.B.R. TO CONSTRUCTION EX. LANDSCAPING & SHRUBS (U.I.P.) EX. TREE (U.I.P.) EX. SHRUB (U.I.P.) EX. SPRINKLER (T.B.R.) SPRINKLER EX. (T.B.R.) EX. SHRUB (T.B.R.) EX. SHRUB (T.B.R.) EX. ORNIMENTAL GRASS (T.B.R.) EX. ORNIMENTAL GRASS INCL. OF FOX CREEK PLAT NO. 3 THE AMENDED PLAT LOTS 2-14 P.B. 127, PG. 39 LOT 14 GROUND COMMON (U.I.P.) EX. MANHOLE 22R2-0241D FENCE (60") LINK NEW CHAIN LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER "U" & "V" FOR CURB RAMPS SEE CURB RAMP DETAILS (D.N.D.) EX. MANHOLE 22R2-240D (D.N.D.) EX. OUFALL 22R2-0242D 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 22

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 7 4 + 02 46 P T 73+00 74+00 75+00 76+00 77+00 78+00 30.00' LT. O/S. STA.73+55.86 32.00' LT. O/S. STA.73+55.99 34.36' LT. O/S. STA.74+00.44 32.00' LT. O/S. STA.74+02.48 30.00' LT. O/S. STA.74+02.47 30.00' LT. O/S. STA.74+94.09 32.00' LT. O/S. STA.74+96.08 34.00' LT. O/S. STA.74+98.06 35.00' LT. O/S. STA.75+98.93 32.00' LT. O/S. STA.76+01.92 30.00' LT. O/S. STA.76+03.90 35.00' LT. O/S. STA.76+63.98 32.00' LT. O/S. STA.76+63.98 30.00' LT. O/S. STA.76+63.98 35.00' LT. O/S. STA.77+43.98 32.00' LT. O/S. STA.77+43.98 30.00' LT. O/S. STA.77+43.98 30.00' LT. O/S. STA.74+33.98 32.00' LT. O/S. STA.74+33.98 34.00' LT. O/S. STA.74+33.98 M TA C H NIL E S T A 7 3 + 0 0 0 0 MATCHLINE STA. 78+00.00 FOX CREEK PLAT 4 P.B. 126, PG. 83 95 NO TAKINGS LOC.# 22R240689 115 COUNTRY CREEK COURT D.B. 22287, PG. 356 SHANNON SIEBERT N/F BAXTER (60' W.) RD B A X T E R A CR E S D R I V E EX R/W EX. R/W EX. R/W PL PL PL PL L P PL PL PL L P EX. SIDEWALK (T.B.R.) FENCE (U.I.P.) EX. WOOD (T.B.R.) EX. SIDEWALK (U.I.P.) EX. CURB INLET 22R2-181D (U.I.P.) EX. CURB INLET 22R2-182D (U.I.P.) EX. CURB INLET 22R3-173D (A.T.G.) EX. CURB INLET 22R3-174D (A.T.G.) EX. AREA INLET 22R2-183D (A.T.G.) EX. PULL BOX NO TAKINGS LOC.# 22R520895 102 DEER MEADOWS COURT D.B. 6915, PG. 524 BARBARA A. BABLE H/W RICHARD J. BABLE & N/F 99 100 NO TAKINGS LOC.# 22R520886 104 DEER MEADOWS COURT D.B. 19747, PG. 1997 ANN M. BENDER, TRS. MARK L. BENDER & N/F 98 NO TAKINGS LOC.# 22R520877 106 DEER MEADOWS COURT D.B. 14196, PG. 564 JANE W. BYNUM H/W STEPHEN L. BYNUM & N/F 97 NO TAKINGS LOC.# 22R240634 119 COUNTRY CREEK COURT D.B. 17397, PG. 3343 JEANETTE M. ALSUP N/F 96 REM AREA 0.33 ACRES T.S.C.L. = 191 S.F. P.R.I.M.U.S.S.E. = 122 S.F. AREA 0.33 ACRES LOC.# 22R520859 98 BAXTER ACRES DRIVE D.B. 8586, PG. 1782 NANCY H. KALE H/W GARY V. KALE & N/F 58 REM AREA 0.33 ACRES T.S.C.L. = 126 S.F. P.R.I.M.U.S.S.E. = 122 S.F. AREA 0.33 ACRES LOC.# 22R520840 99 BAXTER ACRES DRIVE D.B. 22464, PG. 3102 DORIS LACKEY ETAL J/T N/F 57 REM AREA 0.30 ACRES T.S.C.L. = 117 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.30 ACRES LOC.# 22R520831 503 STEPHANIE LANE D.B. 22066, PG. 3039 MARGARET VAN GUNDY H/W MICHAEL VAN GUNDY & N/F 56 NO TAKINGS LOC.# 22R520914 505 STEPHANIE LANE D.B. 19869, PG. 1081 MIRZA ALI BAIG, ETAL. N/F 55 PRIMUSSE TSCL TSCL (U.I.P.) TREE MAPLE EX. 14" (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE EX. TREES (U.I.P.) (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. UTILITY POLE (U.I.P) EX. GUY WIRE EX. SIGN (U.I.P.) EX. GAS VALVE (A.T.G.B.O.) EX. WATER VALVE (A.T.G.) (SHEET 14 OF 21) PLAN SHEETS (T.B.R.&REL.) EX. SIGN BAXTER ROAD BASELINE LIMITS CONSTRUCTION (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE (U.I.P.) EX. SIDEWALK (U.I.P.) EX. GUARDRAIL (U.I.P.) EX. WOOD FENCE 1 0 10' SCALE 60 40 20 0 (PB 96 PG 2) 5' ROADWAY EASEMENT (PB 7370 PG 2484) DRAINAGE EASEMENT (DB 7315 PG 1070) DRAINAGE EASEMENT (DB 7343 PG 1464) DRAINAGE EASEMENT (PB 166 PG 6) UTILITY EASEMENT ST. LOUIS COUNTY (PB 5989 PG 322) 5' TELEPHONE EASEMENT EX R/W EX. R/W EX. R/W EX. R/W EX. R/W FENCE (U.I.P.) EX. CHAIN-LINK (U.I.P.) EX. WOOD FENCE FENCE (U.I.P.) EX. CHAIN-LINK FENCE (U.I.P.) EX. CHAIN-LINK FENCE (U.I.P.) EX. CHAIN-LINK FENCE (U.I.P.) EX. CHAIN-LINK FENCE (U.I.P.) EX. WOOD (U.I.P.) TREE PLUM CHERRY EX. 8" (DB 5989 PG 322) TELEPHONE EASEMENT (DB 6890 PG 1137) 3' ELECTRIC EASEMENT PRIMUSSE R = 748' SHEET 13 SEE RIGHT-OF-WAY PLANS 22 OF 201 REM AREA 0.30 ACRES T.S.C.L. = 120 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.30 ACRES LOC.# 22R240607 407 STEPHANIE LANE D.B. 23230, PG. 913 TYLER BECKERLE N/F 60 REM AREA 0.30 ACRES T.S.C.L. = 240 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.30 ACRES LOC.# 22R240698 409 STEPHANIE LANE D.B. 12596, PG. 1960 SUSAN M. SANTHUFF H/W TRACY J. SANTHUFF & N/F 59 (U.I.P.) EX. ASPHALT BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 LOT 104 LOT 103 LOT 1 LOT 2 LOT 3 BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 COUNTRY CREEK P.B. 166, PG. 6 (T.B.R.&R.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT (U.I.P.) EX. SIGN LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER "W" FOR CURB RAMPS SEE CURB RAMP DETAIL 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 23

OF LOTS 6

& 7 OF BAXTER ACRES BOUNDARY ADJUSTMENT PLAT OF PART P.B. 361, PG. 129 P.B. 166, PG. 6 COUNTRY CREEK BAXTER (60' W.) RD REDSAND COURT EX. R/W EX. R/W PL LP PL L P EX. R/W EX. SIDEWALK (U.I.P.) EX. SIDEWALK (T.B.R.) FENCE (U.I.P.) EX. WOOD (REPLACE INLET LID) INLET (A.T.G.) EX. CURB 22R3-176D (U.I.P.) EX. CURB INLET 22R3-175D INLET (A.T.G.) EX. DOUBLE CURB NO MSD ID NO TAKINGS LOC.# 22R240717 111 COUNTRY CREEK COURT D.B. 16018, PG. 2096 SHAWN CARNEY H/W PAULA CARNEY & N/F 94 NO TAKINGS LOC.# 22R240616 107 COUNTRY CREEK COURT D.B. 17043, PG. 2935 CYNTHIA R. CLARK H/W CHRISTOPHER E. CLARK & N/F 93 NO TAKINGS LOC.# 22R240708 104 COUNTRY CREEK COURT D.B. 9144, PG. 3 NUZHAT NISAR H/W QASIM M. BAJWA & N/F 92 95 REM AREA 0.30 ACRES T.S.C.L. = 200 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.30 ACRES LOC.# 22R240625 405 STEPHANIE LANE D.B. 20806, PG. 821 VICTORIA B. MIKES N/F 61 REM AREA 0.32 ACRES T.S.C.L. = 222 S.F. P.R.I.M.U.S.S.E. = 312 S.F. AREA 0.32 ACRES LOC.# 22R240726 403 STEPHANIE LANE D.B. 12589, PG. 12589 MARTHA A. O'BRIEN SAMUEL Z. SCHNEIDER & N/F NO TAKINGS LOC.# 22R241110 401 STEPHANIE LANE D.B. 7273, PG. 1920 BARBARA ANN MURPHY N/F 63 NO TAKINGS LOC.# 22R241129 4 REDSAND COURT D.B. 20499 PG. 641 D.B. 7691, PG. 1251 & PAULETTE J. MOORE H/W LAWRENCE J. MOORE & N/F 64 NO TAKINGS LOC.# 22R240588 3 REDSAND COURT D.B. 17738 PG. 4123 MARSHA A. BROWN N/F 65 PL LP PL PL L P PL EX. TREE (U.I.P.) PEDESTAL (U.I.P.) EX. TELEPHONE (A.T.G.) EX. PULL BOX (T.B.R.&REL.B.O.) EX. UTILITY POLES (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. GUY WIRE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE VALVE (A.T.G.) EX. WATER (U.I.P.) EX. GUY WIRE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GAS VALVE (U.I.P.) EX. GUARDRAIL (SHEET 15 OF 21) PLAN SHEETS BAXTER ROAD BASELINE LIMITS CONSTRUCTION (T.B.R.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB CURB & GUTTER NEW VERTICAL CURB & GUTTER NEW VERTICAL SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE STA. 81+43.10 BEGIN NEW CURB (U.I.P.) EX. FENCE 79+50.00 79+75.00 (T.B.R.) EX. ASPHALT PRIMUSSE TSCL 66 SCALE 60 40 20 0 (PB 7308 PG 417) DRAINAGE EASEMENT (PB 7370 PG 2484) DRAINAGE EASEMENT (PB 7343 PG 1464) DRAINAGE EASEMENT (PB 7344 PG 580) DRAINAGE EASEMENT 62 1 0 FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. WOOD 60 STA. 81+43.10 BEGIN NEW CURB SHEET 14 SEE RIGHT-OF-WAY PLANS SHEET 14 SEE RIGHT-OF-WAY PLANS SHEET 16 SEE RIGHT-OF-WAY PLANS (U.I.P.) EX. BUSHES/TREES 23 OF 201 M A T C H L I N E S T A 78 + 0 0 0 0 (U.I.P.) EX. TREES/BUSHES (U.I.P.) EX. ASPHALT BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 LOT 4 LOT 5 LOT 6 LOT 7 (PB 166 PG 6) FUTURE ROADWAY ST. LOUIS COUNTY FOR 13' WIDE EASEMENT TO P.B. 166, PG. 6 COUNTRY CREEK (PB 7370 PG 2484) DRAINAGE EASEMENT INLET (U.I.P.) EX. CURB 22R3-177D (T.B.R.&R.) EX. ASPHALT (T.B.R.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT REPLACE INLET LID LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER BASE WIDENING 6 1 EX. DCI 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 24

BAANDUTILITIES(PB166PG6) LLWINFORSEWERS 50'EASEMENTTOCITYOF

BAXTER(VAR.)RD

MANDUTILITIES(PB96PG2) 50ANCHESTERFORSEWERS 'EASEMENTTOCITYOF

B(PRIVATEPERP.B.357PG.37) AXTERCOMMONS(24'W)DRIVE

L P L P L P L P L P L P PL PL L P L P L P L P PL LP L P L P PL (U.I.P.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK INLET STONE AND A.T.G.) (REPLACE PRECAST CURB INLET EX. DOUBLE 22R3-170D NO TAKINGS LOC.# 22R240827 2 REDSAND COURT D.B. 20879 PG. 459 KIMBERLY ANN MEIER, TRS. ERIC G. MEIER & N/F 66 REM AREA 2.38 ACRES T.S.C.L. = 464 S.F. AREA 2.38 ACRES LOC.# 22R240643 122 SPRING LEIGH COURT D.B. 21850, PG. 219 BARBARA SCHNARR H/W JAMES E. SCHNARR, JR. & N/F 91 NO TAKINGS #154-166 BAXTER HEIGHTS COURT VARIOUS (CONDOMINIUMS) N/F 90 NO TAKINGS #170-178 BAXTER HEIGHTS COURT VARIOUS (CONDOMINIUMS) N/F 89 TSCL TSCL NEW BARRIER NEW BARRIER (T.B.R.&R.) EX. SIGN (T.B.R.&R.) EX. SIGN (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. GUY WIRE PEDESTAL (U.I.P.) EX. TELEPHONE (U.I.P.) EX. TREES CURB & GUTTER NEW VERTICAL CURB & GUTTER NEW VERTICAL CURB & GUTTER NEW VERTICAL (U.I.P.) EX. SIDEWALK (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN (A.T.G.) CURB INLET EX. DOUBLE 22R3-169D (U.I.P.) EX. SIGN (A.T.G.) EX. PULL BOX PEDESTALS (U.I.P.) EX. TELEPHONE CURB & GUTTER NEW VERTICAL (SHEET 16 OF 21) PLAN SHEETS (U.I.P.) EX. MAILBOX BASELINE BAXTER ROAD LIMITS CONSTRUCTION 954.93' R 571.69'T 1030.26'L 05°59'59.99"D 61°48'55.90" 91+26.65PT 80+96.39PC 86+68.08PI BAXTER ROAD - CURVE 7 ∆ (U.I.P.) EX. CURB (T.B.R.) EX. CURB CONSTRUCTION LIMITS STA. 87+12.85 END NEW CURB (U.I.P.) EX. FENCE (U.I.P.) EX. BARRIER SIDEWALK NEW SIDEWALK NEW (U.I.P.) EX. SIGN (T.B.R.&R.) EX. SIGN SIDEWALK NEW (U.I.P.) EX. ASPHALT GRAND GLAIZE CREEK (U.I.P.) BRIDGE #3-127 EX. STL COUNTY SHARED-USE PATH NEW 10' WIDE SCALE 60 40 20 0

(PB 7370 PG 2484) DRAINAGE EASEMENT EASEMENT (PB 357 PG 37) PARKING AND UTILITY EX.R/W 10 10' 5 (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. TREES (U.I.P.) EX. TREE SHEET SEE THIS 69 (U.I.P.) EX. 4" ASH TREE (U.I.P.) TREE EX. 6" ASH (U.I.P.) TREE EX. 4" PINE (U.I.P.) TREE EX. 4" PINE (U.I.P.) TREE MAPLE EX. 4" (U.I.P.) TREE SERVICEBERRY EX. 2" (U.I.P.) REDBUD TREE EX. 6" (U.I.P.) TREE EX. 6" ASH (U.I.P.) TREE CEDAR EX. 2" (U.I.P.) GUM TREES EX. 4" SWEET (U.I.P.) TREE EX. 4" PINE (U.I.P.) TREE APPLE EX. 4" (U.I.P.) EX. 2" CEDAR TREE TSCL 12 53 W I D E R E C O NCR E T E STA. 84+83.74 R = 990' R = 888' R = 919' (U.I.P.) EX.LIGHT LIMITS CONSTRUCTION 24 OF 201 VILLAS AT BAXTER COMMONS P.B. 60, PG. 24 GROUND COMMON LOT 1 GROUND COMMON LOT 1223 HEIGHTS CONDOMINIUM PHASE #3 OF BAXTER P.B. 260, PG. 16 (PB 166 PG 6) FUTURE ROADWAY COUNTY FOR TO ST. LOUIS 13' WIDE EASEMENT (T.B.R.&R.) EX. ASPHALT SLAB (U.I.P.) EX. APPROACH SLAB (U.I.P.) EX. APPROACH (U.I.P.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER BASE WIDENING STA. 83+65 OVERLAY AND END MILL PATH SHARED-USE NEW 10' WIDE STA. 84+75 AND OVERLAY BEGIN MILL (U.I.P.) EX. PULL BOX "X" FOR CURB RAMPS SEE CURB RAMP DETAIL (U.I.P.) EX. MANHOLE 22R3-178D (U.I.P.) HEAD EX. IRRIGATION (U.I.P.) HEAD EX. IRRIGATION (U.I.P.) HEAD EX. IRRIGATION HEAD (U.I.P.) IRRIGATION EX. (U.I.P.) HEAD IRRIGATION EX. (U.I.P.) EX. SIGN 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 25

ANDUTILITIES(PB96PG2) MANCHESTERFORSEWERS 50'EASEMENTTOVILLAGEOF

BAXTERCOMMONS(24'W)DRIVE

(PRIVATEPERP.B.357PG.37)

69 BAXTER(60'W )RD EX R/W EX. R/W BAXTER H EI G H TS C O U R T PL PL PL PL PL (U.I.P.) EX. SIDEWALK EX. SIDEWALK (T.B.R.) NO TAKINGS #108-124 BAXTER HEIGHTS COURT VARIOUS (CONDOMINIUMS) N/F 87 NO TAKINGS #170-178 BAXTER HEIGHTS COURT VARIOUS (CONDOMINIUMS) N/F 88 NO TAKINGS LOC.# 22R220641 115 BAXTER ROAD D.B. 7637, PG. 2147 OF JEHOVAH'S WITNESSES THE MANCHESTER CONGREGATION N/F 86 TSCL STA. 92+93.40 PR.+11.1%EX.+11.1%32.07'W IDEC.E.ASPHALT EX. PULL BOX (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN (U.I.P.) EX. TREES (U.I.P.) (U.I.P.) POLE EX. LIGHT (U.I.P.) EX. TREE EX. PULL BOX (U.I.P.) (U.I.P.) EX. AREA INLET 22R3-130D (U.I.P.) EX. TREE (U.I.P.) EX. LIGHT POLE (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. LANDSCAPING EX. TREES (U.I.P.) (SHEET 17 OF 21) PLAN SHEETS BAXTER ROAD BASELINE LIMITS CONSTRUCTION (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. MAILBOX SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE (U.I.P.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT TSCL

VILLASATBAXTERCOMMONS P.B.60,PG.24

EASEMENT (PB 357 PG 37) PARKING AND UTILITY (PB 7315 PG 1043) DRAINAGE EASEMENT PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL SCALE 60 40 20 0 PL 10 10

69 (U.I.P.) TREE EX. 6" ASH (U.I.P.) TREE EX. 4" PINE (U.I.P.) TREE EX. 3" PEAR (U.I.P.) EX. 5" ASH TREE (U.I.P.) TREES EX. 6" CEDAR (U.I.P.) TREES EX. MAGNOLIA (U.I.P.) BUSHES EX. HOLLY (U.I.P.) TREE EX. 4" CEDAR (U.I.P.) TREE EX. 8" ASH (U.I.P.) TREE EX. 6" MAPLE (U.I.P.) TREE EX. 6" ASH (U.I.P.) TREE EX. 6" ASH (U.I.P.) TREE EX. 6" REDBUD R = 919' R = 921' (U.I.P) EX. LANDSCAPING (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. LANDSCAPING SHEET 16 SEE RIGHT-OF-WAY PLANS SHEET 16 PLANS RIGHT-OF-WAY SEE 25 OF 201 GROUND COMMON D B 7315 PG 1043 TO ST LO U I S C O U N TY 15 D R AINAG E EASEM EN T VAC ATED BY D B 18806 PG 2538 TH E SU R VE YO R EASEM EN T VAC ATI O N W AS FO U N D BY HO W EVER NO R EC O R D O F AN Y SU C H TO BE VAC ATED "O N P B 357 PG 37; N O TE:TH I S EASEM EN T I S SH O W N AS (U.I.P.) EX. AREA INLET 22R3-131D (T.B.R.&R.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER "Y" FOR CURB RAMPS SEE CURB RAMP DETAIL (U.I.P.) HEAD EX. IRRIGATION (U.I.P.) HEAD EX. IRRIGATION (U.I.P.) HEAD EX. IRRIGATION (U.I.P.) HEAD EX. IRRIGATION (U.I.P.) HEAD EX. IRRIGATION (U.I.P.) HEAD EX. IRRIGATION (U.I.P.) HEAD EX. IRRIGATION 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 91 + 26 65 PT 88+00 89+00 90+00 91+00 92+00 93+00 33.50' LT. O/S. STA.89+00.00 36.00' LT. O/S. STA.89+00.00 33.50' LT. O/S. STA.91+56.23 30.00' LT. O/S. STA.91+67.97 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 26

ANDUTILITIES(PB96PG2) MANCHESTERFORSEWERS 50'EASEMENTTOVILLAGEOF

(PB 7405 PG 1749) SEWER EASEMENT (PB 93 PG 32) 20' EASEMENT (PB 7602 PG 2072) SEWER EASEMENT (PB 7330 PG 2439) DRAINAGE EASEMENT (PB 7308 PG 233) DRAINAGE EASEMENT AND UTILITIES (PB 96 PG 2) MANCHESTER FOR SEWERS 50' EASEMENT TO VILLAGE OF (PB 11105 PG 2060) 10' SEWER EASEMENT TSCL PRIMUSSE PL EX.R/W EX.R/W SCALE 60 40 20 0 10 10 (U.I.P.) TREE EX. 6" ASH (U.I.P.) EX. 6" PINE TREE 69 FENCE (60") NEW CHAIN LINK R = 987' R = 990' R = 990' CHANNEL (U.I.P.) EX. CONCRETE CONSTRUCTION LIMITS) (T.B.R. TO EX. NATURAL GROWTH LIMITS) (T.B.R. TO CONSTRUCTION EX. NATURAL GROWTH LIMITS CONSTRUCTION SHEET 17 SEE RIGHT-OF-WAY PLANS SHEET 16 SEE RIGHT-OF-WAY PLANS (T.B.R.&REL.) EX. SIGN 26 OF 201 (U.I.P.) EX. LANDSCAPING (T.B.R.) 4 EX. SHRUBS LOT 21 P.B. 96, PG. 2 BAXTER ACRES PLAT NO. 3 P.B. 93, PG. 32 PLAT NO. 2 BAXTER ACRES AMENDED LOT 308 LOT 307 GROUND COMMON 5 5 DCI 5 3.1 6' HDS 5 4 MH 5 3 MH (T.B.R.&R.) EX. ASPHALT (U.I.P.) EX. ASPHALT LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER (A.T.G.) EX. MANHOLE 22R3-180D (A.T.G.) EX. MANHOLE 22R3-028S (A.T.G.B.O.) EX. GAS VALVE (U.I.P.) EX. MANHOLE 22R3-212S "Z" FOR CURB RAMPS SEE CURB RAMP DETAIL REMOVAL AND REPLACEMENT. PLANS. STRUCTURES BUILT INCORRECTLY WILL REQUIRE DISCREPANCY WITH THE DIMENSIONS ON THE APPROVED NOTIFY THE DESIGN ENGINEER IMMEDIATELY OF ANY PIPE PRIOR TO BACKFILL OF THE STRUCTURE AND BETWEEN THE DIVERSION PIPE AND THE OVERFLOW CONTRACTOR MUST VERIFY THE DIMENSIONS SPLITTER MANHOLE: MH COVERS PROVIDED AROUND FLAT AREA TO BE NOTE: 6' DIAMETER (T.B.R.) 20 LF PIPE (T.B.R.&R.) EX. ASPHALT (T.B.R.&R.) EX. SIDEWALK (T.B.R.) 115.90 LF OF EX. 15" R.C.P. (U.I.P.) HEAD IRRIGATION EX. NEW 18" RCP 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 27

MANDUTILITIES(PB93PG32) 5ANCHESTERFORSEWERS 0'EASEMENTTOVILLAGEOF

S P R I N G M E A D O W S D R I V E PL PL L P PL PL PL L P L P EX. R/W EX R/W EX R/W EX R/W EX. SIDEWALK (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (U.I.P.) (85' T.B.R.) EX. FENCE SHEET 18 SEE RIGHT-OF-WAY PLANS 84 NO TAKINGS LOC.# 22R310584 23 ELANNCHESTER DRIVE D.B. 21154, PG. 159 RACHAEL KUHN, J/T MICHAEL D. GEBHART & N/F 83 NO TAKINGS LOC.# 22R310603 151 BAXTER ROAD D.B. 17357, PG. 2624 CITY OF MANCHESTER N/F 82 REM AREA 15.23 ACRES T.S.C.L. = 8402 S.F. P.R.I.M.U.S.S.E. = 2794 S.F. AREA 15.23 ACRES LOC.# 22R320466 401 LAFAYETTE CENTER D.B. 6968, PGS. 43 & 45 CAPLACO SIX, INC. N/F 76 REM AREA 0.75 ACRES T.S.C.L. = 1199 S.F. P.R.I.M.U.S.S.E. = 1405 S.F. AREA 0.75 ACRES LOC.# 22R310575 301 SPRING MEADOWS DRIVE D.B. 7850, PG. 1914 CITY OF MANCHESTER N/F 75 REM AREA 0.42 ACRES P.R.I.M.U.S.S.E. = 800 S.F. AREA 0.42 ACRES LOC.# 22R310162 305 BRIGHTSAND COURT D.B. 12145, PG. 1571 DAVID K. WALTERS N/F 74 REM AREA = 0.43 ACRES P.R.I.M.U.S.S.E. = 799 S.F. AREA 0.43 ACRES LOC.# 22R310593 307 BRIGHTSAND COURT D.B. 13132, PG. 2288 DENISE WUNNENBERG H/W PAUL WUNNENBERG & N/F 73 TSCL TSCL PRIMUSSE TYP. EX. TREES (U.I.P.) (U.I.P.) EX. CURB INLET 22R3-115D CURB INLET (T.B.R.) EX. DOUBLE 22R3-113D (U.I.P.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. GUY WIRE (U.I.P.) EX. SIGN INLET STONE AND A.T.G.) (REPLACE PRECAST EX. CURB INLET 22R3-197D (A.T.G.) EX. CURB INLET 22R3-199D (T.B.R.&REL.) EX. SIGN (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE (A.T.G.) EX. MANHOLE 22R3-026S (U.I.P.) EX. SIGN CURB INLET (U.I.P.) EX. DOUBLE 22R3-194D CURB INLET (A.T.G.) EX. DOUBLE 22R3-195D (U.I.P.) EX. SIGN (A.T.G.) EX. MANHOLE 22R3-200D (SHEET 19 OF 21) PLAN SHEETS BAXTER ROAD BASELINE CONSTRUCTION LIMITS (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. CURB (U.I.P.) EX. WALL SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE (U.I.P.) EX. MANHOLE (U.I.P.) EX. MANHOLE 22R3-018S 10 E X R / W E X R / W (PB 7330 PG 2439) DRAINAGE EASEMENT TO MSD (PB 8851 PG 2031) 10' GAS EASEMENT (PB 11105 PG 2054) EASEMENT 10' SEWER (PB 8851 PG 2028) 10' GAS EASEMENT (DB 11105 PG 2060) 10' SEWER EASEMENT (PB 8825 PG 1853) 10' GAS EASEMENT (DB 23169 PG 271) 10' WATER EASEMENT (PB 22952 PG 2789) 25' GAS EASEMENT AND UTILITIES (PB 93 PG 32) MANCHESTER FOR SEWERS EASEMENT TO VILLAGE OF (PB 11257 PG 558) 10' SEWER EASEMENT

ELANNCHESTERDRIVE

EX.R/W EX.R/W SCALE 60 40 20 0 PL 1 0 (80' T.B.R.) EX. FENCE (U.I.P.) EX. FENCE D.B. 7325, PG. 547 DRAINAGE EASEMENT PRIMUSSE EX + 4 8% 21 27' W I D E R E C ON C R ETE STA. 100+89.09 1 2 5 3 W I D E R E C ON CR E T E STA. 102+52.77 R = 907' (U.I.P.) EX. TREES 27 OF 201 LOT 313 LOT 310 LOT 309 (U.I.P.) EX. CURB INLET 22R3-114D (A.T.G.) EX. CURB INLET 22R3-196D (U.I.P.) EX. CURB INLET 22R3-198D (T.B.R.&R.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT (U.I.P.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT (U.I.P.) EX. ASPHALT (T.B.R.&R.) EX. ASPHALT LEGEND MILL AND OVERLAY CONCRETE PAVEMENT ASPHALT TREELAWN/SHOULDER (A.T.G.) EX. WATER VALVE (A.T.G.) EX. WATER VALVE (A.T.G.) EX. MANHOLE 22R3-027S (A.T.G.B.O.) EX. GAS VALVE "AA" & "AB" FOR CURB RAMPS SEE CURB RAMP DETAILS (U.I.P.) EX. F.E.S. 22R3-127D (T.B.R.&R.) EX. SIDEWALK 5 2 DCI NEW 18" RCP (T.B.R.&R.) EX. ASPHALT 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 28

(N36°24'57"E 046') LS 1610(TURNER) FOUND IRON PIPE W /CAP (0.42'SW ON R-O-W LINE) LS 307-D (STERLING) FOUND IRON PIPE W /CAP (FRAZIER) CAP LS 2002000247 FOUND IRON PIPE W / IN SIDEW ALK FOUND CROSS IN SIDEW ALK FOUND CROSS (N83°29'24"W 151') IN SIDEW ALK FOUND CROSS IN SIDEW ALK FOUND CROSS (N87°57'28"W 160') IN SIDEW ALK FOUND CROSS W/ CAP SET IRON ROD W /CAPSET IRON ROD 4 6 1 8 167 6 S 6 7 13 5 5 W 1 0 9 7 7 6 7 1 3 5 5 E 5 1 35N 85 28 E 831 23 Chd=S21°09'18"W 64 .82' L=72.38'R=45.00' S24 55'19"E 150 01' N63°39'41"E 82.00' PROJECT #86BI-4 STATION 32+00 2 66 L=35 .89' R=40 .00' Chd=S30°55'44"W 34 .70' 1 90 (R) 1 68'(S) N63 28 50 E L=87. 17'(R&S)R=57. 50' 79. 06'(R&S) Chd=S69°56'56"E R 933 95 L 126 85 ( R &S) N28 24 24 W 110 51 S24°55'19 E 109 78 7 5 0 N 6 5 0 4 41 E 13 19 S24°55 19 E 1 4 6 8 N 6 5 0 9 3 2 E S22° 50' 49" E 4 .50' R=44.50 L=14.32'Chd=N63°18'37"E 14.26' S16 50'57"E 123 49 S26°20'19"E 619.51' S26°20'19"E 572.58' 11.56' 25 39 ' N77 1211"E 43.62 ' CHL= 44.20 ' L= 7850 ' R= S86°40'00"E CHB= 48.29'CHL= 49.20'L= 73.50'R= S83°37'12"ECHB= 32 06 ' N77 12'11"E 398' S20°5406"E 24 92 S48 00'32 W 11.36' S64°56'12"W 2052' S20°13'45"E 12.12' S70°57'45"E 653' S20°23'08"E CHL=30.33' L=30.33' R=938.95' CHB=N56°11'49"E CHL=5.84' L=5.85' R=34.00' CHB=N38°00'55"E 16.09' N36°06'49"W CHL=6.70' L=6.71' R=34.00' CHB=N20°51'51"E 6.72' S74°41'49"W 47.92' N26°20'19"W CHL=7.31' L=7.31' R=933.95' CHB=N68°52'26"E CHL=29.87' L=29.87' R=933.95' CHB=N67°44'00"E 109.14' S26°20'19"E 13339' S35°46'23"E 13.73' N20°13'45"W 950' 4948' S20°23'08"E ST. LOUIS COUNTY PROJ. 88BI-4 AND VARIOUS WIDENINGS) (PUBLIC PER P.B. F, PG. 50 BAXTER (82'W) ROAD NAILMARKERFOUND SURVEY IN SIDEW ALK FOUND CROSS P B 525 GP 8 OT M OOD T GIR THO FW YA OITACIDED N PB 255PG 8 TOSTLOUISCOUNTY RIGHT-OF-WAYDEDICATION PB 255PG 8 TOSTLOUISCOUNTY RIGHT-OF-WAYDEDICATION NOTFOUND STLOUISCOUNTY CONVEYANCETO DB 8402PG 1014 ST LOUISCOUNTY N/F ( PAR C EL 24) D B 9934 PG 1501 TO STATE O F M I SSO U R I EASEM EN T FO R R I G H TO FW AY (PARCEL14) DB 8541PG 570 ST LOUISCOUNTY EASEMENTTO (PARCEL15-16) DB 8541,PG 570 RIGHT-OF-WAY EASEMENTFOR (PARCEL15-16)D.B 8541,PG.570RIGHT-OF-W AY EASEMENT FOR OITACIDED N BP 152 GP 06 ONITACIDED BP 592 GP 75 STLOUISCOUNTYPERDB6816PG1173 DB8202PG1238 STATEOFMISSOURI N/F DB6808PG581 STLOUISCOUNTYPER D B 820 2 P G 1 238 S T A T E O F M I S S O U R I N / F (PARCEL5) D B 9934PG.1501 N/F STATE OF MO D.B 10127 PG.1523 N/F STATE OF MO O GIR I LAN OTYALC N OR DA ORIGINALBAXTERROAD 10' STRIP CONVEYED TO ST. LOUIS COUNTY FOR R-O-W PER D.B. 6843 PG. 1976 D.B. 8475, PG. 1623 ST. LOUIS COUNTY RIGHT-OF-WAY TO P.B. F, PG. 50 (40' WIDE) (PUBLIC) ORIGINAL BAXTER ROAD Chd=S64°55'56"E 34.59' R=44 50 L=35.52' 243 N61°4300E 1.39' N26°20'19"W 11.72' S63°38'10"W 7028' N20°13'45"W 390'CHL390'L 3400 R S29°4808W CHB 10+00.00 POT STA 9+00 10+00 11+00 12+00 13+00 MATCHLINE STA. 13+50.00 OF BAXTER ESTATE PARTITION ADJUSTED TRACT 1 OF LOT 6 P.B. 248, PG. 36 PL PL EX. R/W EX. R/W PL PL 2 REM AREA 0.49 T.S.C.L. = 446 S.F. AREA 0.49 ACRES LOC.# 21R420677 14896 CLAYTON ROAD D.B. 17556, PG. 413 LAND WEST #1, LLC N/F REM AREA 3.40 ACRES T.S.C.L. = 633 S.F. AREA 3.40 ACRES LOC.# 21R130956 14950 CLAYTON ROAD D.B. 15403, PG. 24 SR 2222 DEVELOPMENT, L.L.C. N/F 151 EX R / W PRIMUSSE TSCL EX. R/W (SHEET 1 OF 21) RIGHT-OF-WAY DETAILS TSCL SCALE 60 40 20 0 PL C L AY T O N ( W I D T H VA R I E S ) R D (DB 17466 PG 2100) PRIMUSSE (PB 255 PG 8) 5' TELEPHONE EASEMENT (DB 14495 PG 1396) EASEMENT 10' ELECTRICAL (PB 255 PG 8) 5' TELEPHONE EASEMENT (DB 7955 PG 2050) EASEMENT 12' ELECTRICAL (DB 6919 PG 688) EASEMENT 10' SEWER (DB 10091 PG 1854) EASEMENT ELECTRICAL (DB 8693 PG 1648) ELECTRICAL EASEMENT NO TAKINGS LOC.# 21R140829 510 BAXTER ROAD D.B. 21185, PG. 778 MARION E. BECKER, TRS. N/F 3 (DB 17466 PG 2100) PRIMUSSE PRIMUSSE 30OF 201 1 REM AREA 0.42 ACRES T.S.C.L. = 106 S.F. P.R.I.M.U.S.S.E. #2 = 46 S.F. P.R.I.M.U.S.S.E. #1 = 67 S.F. AREA 0.42 ACRES LOC.# 21R420668 14898 CLAYTON ROAD D.B. 15603, PG. 244 LAND WEST #1, LLC N/F PRIMUSSE #1 PRIMUSSE #2 152 REM AREA 0.78 ACRES T.S.C.L. = 391 S.F. P.R.I.M.U.S.S.E. = 1959 S.F. AREA 0.78 ACRES LOC.# 21R411033 14900 CLAYTON ROAD D.B. 15403, PG. 24 SR 2222 DEVELOPMENT, L.L.C. N/F CHANGE AS A REVISION. UNLESS THE UNDERSIGNED LAND SURVEYOR HAS SPECIFICALLY SIGNED AND SEALED SAID THAT DELETES OR OBSCURES SURVEY RELATED DATA ON THIS OR ANY REFERENCED PLAN SHEET, PLAN SHEETS REMAIN ATTACHED, AND SHALL BE MADE VOID BY ANY FUTURE PLAN CHANGE LAND SURVEYOR'S SIGNATURE AND SEAL ON THIS SHEET ARE VOID UNLESS ALL REFERENCED SPECIFICALLY SIGNED AND SEALED BY THE UNDERSIGNED LAND SURVEYOR. THE UNDERSIGNED SHOWN ON INDIVIDUAL PLAN SHEETS OR PROJECT DOCUMENTS OF ANY KIND THAT ARE NOT PART OF THESE PLANS, AND FURTHER DISCLAIMS RESPONSIBILITY FOR ANY INFORMATION HEREBY DISCLAIMS ANY RESPONSIBILITY FOR ENGINEERING DESIGN ASPECTS SHOWN ON ANY PURSUANT TO SECTION 327.411 RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR THE FINAL RIGHT OF WAY CORRIDOR UPON COMPLETION OF CONSTRUCTION OF THIS PROJECT. CERTIFICATION. ST. LOUIS COUNTY WILL SET MONUMENTS AT THE CONTROLLING CORNERS OF CONTROLLING CORNERS OF THE ULTIMATE PROPOSED RIGHT OF WAY AS OF THE DATE OF THIS FIELD VERIFIED PRIOR TO CONSTRUCTION. NO MONUMENTS HAVE BEEN SET MARKING THE MONUMENTS SHOWN HEREON ARE AS CALLED FOR ON SAID PRIOR SURVEYS AND SHOULD BE TO MATHEMATICAL CLOSE BETTER THAN 1 IN 5000. UTILITY SIDEWALK AND SEWER EASEMENT PARCELS ONLY HAVE BEEN VERIFIED BY CALCULATION CONSTRUCTION LICENSE, AND PERMANENT ROADWAY IMPROVEMENT MAINTENANCE AND BEARINGS AND DISTANCES SHOWN HEREON OF THE PROPOSED TEMPORARY SLOPE AND LAND SURVEYOR HAS MADE AN OFFICE REVIEW AND CALCULATIONS TO VERIFY THAT THE IN RELIANCE ON THE AFOREMENTIONED PRIOR SURVEY(S), THE UNDERSIGNED PROFESSIONAL COUNTY PROJECT NUMBER AR-1555, DATED MAY 15, 2017. PREPARED BY SAINT LOUIS COUNTY DEPARTMENT OF TRANSPORTATION, FOR SAID ST. LOUIS MEETING THOSE STANDARDS. ONE SOURCE IS A PRIOR SURVEY OF THE EXISTING RIGHT OF WAY PROPERTY BOUNDARY SURVEYS BUT ARE BASED ON PRIOR SURVEYS THAT WERE CERTIFIED AS DO NOT CONSTITUTE A RECENT SURVEY FULLY MEETING THE MISSOURI STANDARDS FOR PRIOR SURVEYS MAY CONTAIN MORE INFORMATION THAN THESE PLANS REFLECT. THESE PLANS NOT HAVE INDIVIDUALLY SUPERVISED OR VERIFIED ALL ASPECTS OF SAID PRIOR SURVEYS. THE PROVIDED TO HORNER & SHIFRIN, INC. THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR MAY OF WAY PLANS HAVE BEEN PREPARED IN RELIANCE ON SURVEYS AND PLANS PREVIOUSLY EAST, ST. LOUIS COUNTY, MISSOURI, AND THE RESULTS ARE AS SHOWN HEREON. THESE RIGHT NUMBER AR-1555, SITUATED IN PART OF SECTIONS 26, 35 & 36, TOWNSHIP 45 NORTH, RANGE 4 AND PREPARED RIGHT OF WAY PLANS FOR PART OF BAXTER ROAD, ST. LOUIS COUNTY PROJECT 2020, AT THE REQUEST OF ST. LOUIS COUNTY, SHOWN THE LOCATION OF PROPOSED EASEMENTS THIS IS TO CERTIFY THAT HORNER & SHIFRIN, INC. HAS, DURING THE MONTH OF SEPTEMBER, SURVEYORS CERTIFICATION MO. P.L.S. NO. 2303 MO. CORP. SURVEYING LIC. NO. 148 BY: MICHAEL A. SCHUKNECHT HORNER & SHIFRIN, INC. TSCL 202 OF 31

(S57°57'21"E 0.41') (LEANING S.W ) FOUND IRON ROD (0.18'NW ON R-O-W LINE) FOUND CONC.MONUMENT 9.93' STAMPED 32+00 FOUND CROSS ON CURB

300'(R)299.98'(S)

L=189 38'(R&S) S20°53'28"E 189 10'(R&S)

BAXTER (82'W) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS) ST. LOUIS COUNTY PROJ. 88BI-4

Chd=S16°22'30"E 316.26'

BOUNDARY ADJUSTMENT PLAT

LOTS 11,12AND 13W AVERLY PLACE P.B. 349,PG.367

282.45' S26°20'19"E 572.58' S26°20'19"E 619.51' 460.78' 63.25' S26°20'19"E 1.96' S26°20'19"E 28.04' S26°20'19"E CHL=13.97' L=14.06' R=35.00' CHB=S00°53'37"E 6.00' N63°39'41"E 14.57' N26°20'19"W 15.43' N26°20'19"W CHL=16.97' L=17.59' R=19.00' CHB=N54°16'03"W 31.69' S78°18'25"E 17.56' S26°26'43"E 13.04' S26°26'43"E 17.00' S63°39'41"W 8.01' S63°39'41"W 6.00' N63°39'41"E 26.99' S26°20'19"E Chd=S16°22'30"E 316 26' R=913 93' L=317.86' 63.25' S26°20'19"E 10.00' S63°39'41"W 10.00' N63°39'41"E 35.26' 86.08' 6118' 4.05' N89°16'27"W CHL=5.59' L=5.59' R=913.93' CHB=S26°09'49"E 10' STRIP CONVEYED TO ST. LOUIS COUNTY FOR R-O-W PER D.B. 6843 PG. 1976 RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8475, PG. 1623 ORIGINAL BAXTER ROAD (40' WIDE) (PUBLIC) P.B. F, PG. 50 N/F ST.LOUIS COUNTY D.B 8393,PG.1663 N/F ST LOUISCOUNTY DB 8541PG 611 N/F ST LOUISCOUNTY DB 8402,PG 1014 EASEMENTFOR RIGHT-OF-WAY DB 8541PG 570 (PARCEL11) 1 6 + 82 2 5 PC 14+00 15+00 16+00 17+00 18+00 S00°56'21"W 522.49' M A T C H L I N E S T A 1 3 + 5 0 M ATC HLINE STA. 18 + 50.00

R=995.93'

WAVERLY PLACE P.B. 348, PG. 474 SWC CLAYTON BAXTER P.B. 348, PG. 473 WILD-WOOD PLAT NO. 2 P.B. 105, PG. 8 PL EX. R/W EX. R/W 3 SEE THIS SHEET 148 149 NO TAKINGS LOC.# 21R140948 301 WAVERLY PLACE COURT D.B. 12644, PG. 1780 OWNERS ASSOCIATION, INC. WAVERLY PLACE PROPERTY N/F PRIMUSSE (SHEET 2 OF 21) RIGHT-OF-WAY DETAILS SCALE 60 40 20 0 (DB 8693 PG 1648) ELECTRIC EASEMENT (DB 8693 PG 1648) ELECTRIC EASEMENT (DB 6850 PG 811) 10' GAS EASEMENT (DB 8693 PG 1648) ELECTRIC EASEMENT (PG 348 PG 474) 10' EASEMENT (DB 12732 PG 1524) 10' WATER EASEMENT (DB 8693 PG 1648) ELECTRIC EASEMENT (DB 6860 PG 2496) 8' SEWER EASEMENT (DB 6843 PG 1978) PRIMUSE PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL SHEET 1 SEE RIGHT-OF-WAY DETAILS 151 SHEET 1 SEE RIGHT-OF-WAY DETAILS TSCL ( PR I V ATE PER P B 34 8 P G 47 4 ) W AV ER L Y PLAC E ( 40'W ) C O U R T SEE THIS SHEET 148 201 31OF TSCL #1 TSCL #2 148 REM AREA 1.58 ACRES P.R.I.M.U.S.S.E. = 177 S.F. T.S.C.L. #2 = 393 S.F. T.S.C.L. #1 = 180 S.F. AREA 1.58 ACRES LOC.# 21R131267 317 WAVERLY PLACE COURT D.B. 12644, PG. 1780 OWNERS ASSOCIATION, INC. WAVERLY PLACE PROPERTY N/F

GROUND COMMON ADJUSTED GROUND COMMON ADJUSTED 202 OF 32

SECTION26 NORTH-SOUTHCENTERLINE

(70'W) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS)

ST. LOUIS COUNTY PROJ. 88BI-4 4 7 1 7 N 8 9 0 5 1 2 W 30.55' S00°52'55"W 31.49' S00°52'55"W 31.90' N00°52'55"E 23.26' N00°52'55"E 23.66' S00°52'55"W DETAIL "B" SEE DETAIL "B" TSCL TSCL PRIMUSSE PRIMUSSE 1.55' 3 62' 24.59' S00°52'55"W S75°50 53 W EASEMENT FOR RIGHT-OF-WAY D.B. 8541, PG. 570 (PARCEL 7) RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8478, PG. 1835 E A S E N T F O R R I GH TO FW D B 8 541 P G 57 0 ( P A R C EL 9 ) RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8387, PG. 1407 RIGHT-OF-WAYDEDICATION PB 119PG 90 RIGHT-OF-WAYDEDICATION PB 119PG 90 B 8 45 5 P G 2336 S T L OU I S C OUN T Y R I GH TO FW A Y T O D B 8 3 7 6 P G 170 1 S OU I S C O UN T Y R I GH TO FW A Y T O D B 83 7 6 P G 1 7 01 S T L OU I S C OUN R GO FW A Y T O RIGHT-OF-WAY DEDICATION P.B. 119, PG. 90 / S T L OU I S C OU N T D B 8 393 P G 1 6 63 ORIGINALBAXTERROAD (40'WIDE)(PUBLIC) P.B.F,PG.50 37.29' N 8 9 0 5 12 W CURVE1 21+29.99 PT 19+00 20+00 21+00 22+00 23+00 WILD-WOOD PLAT NO. 4 P.B. 111, PG. 68 WILD-WOOD PLAT NO. 2 P.B. 105, PG. 8 QUINNMOOR TRAILS P.B. 119, PG. 90 L P PL PL PL PL PL MATCHLINE STA. 23+50.00 M ENILHCTA ATS 05+81. 00. REM AREA 0.48 ACRES T.S.C.L. = 665 S.F. AREA 0.48 ACRES LOC.# 21R140782 411 TRAILGROVE COURT D.B. 10331, PG. 428 KAREN A. HIGGINBOTHAM H/W DANIEL E. HIGGINBOTHAM & N/F 8 EX. R/W EX. R/W EX.R/W 147 NO TAKINGS LOC.# 21R140865 301 QUINNMOOR DRIVE D.B. 21218, PG. 102 SCHARMA D. BANKS, H/W JEFFREY A. BANKS & N/F NO TAKINGS LOC.# 21R140838 300 QUINNMOOR DRIVE D.B. 19595, PG. 13 JENNIFER L. CERNEKA, TRS. KENT CERNEKA & N/F 146 NO TAKINGS LOC.# 21R140856 487 BAXTER ROAD D.B. 21839, PG. 345 JONATHAN W. MILLS, TRS. N/F 145 NO TAKINGS LOC.# 21R140498 195 WILDWOOD PARKWAY D.B. 21572, PG. 2696 JENNIFER MARKS N/F 4 L P (SHEET 3 OF 21) RIGHT-OF-WAY DETAILS EX.R/W SCALE 60 40 20 0 Q U I NN M O O R D R W I L D W O OD P K W Y (PB 348 PG 474) 15' EASEMENT (PARCEL 9) (DB 8541 PG 570) SIGHT DISTANCE EASEMENT (PB 119 PG 90) 5' WATER EASEMENT (PB 111 PG 68) EASEMENT (PB 111 PG 68) EASEMENT EASEMENT EASEMENT (DB 8387 PG 1407) RETAINING WALL EASEMENT (PB 111 PG 68) EASEMENT (PB 111 PG 68) EASEMENT L P L P PRIMUSSE PRIMUSSE TSCL PRIMUSSE TSCL 201 OF32 (PB 8541 PG 570) DRAINAGE EASEMENT REM AREA 0.34 ACRES T.S.C.L. #2 = 350 S.F. T.S.C.L. #1 = 153 S.F. P.R.I.M.U.S.S.E. = 35 S.F. AREA 0.34 ACRES LOC.# 21R140773 415 TRAILGROVE COURT D.B. 23632, PG. 272 RECOVABLE TRST. MARILYN S. EDDS ENGLAND, N/F 7 TSCL #1 TSCL #2 LOT 217 LOT 212 LOT 211 LOT 210 PL L P REM AREA 0.40 ACRES T.S.C.L. = 594 S.F. P.R.I.M.U.S.S.E. = 161 S.F. AREA 0.40 ACRES LOC.# 21R140791 200 WILDWOOD PARKWAY D.B. 22570, PG. 2543 BRYAN J. SCALETTY, W/H FIZA A. SCALETTY & N/F 5 REM AREA 0.42 ACRES T.S.C.L. = 308 S.F. P.R.I.M.U.S.S.E. = 130 S.F. AREA 0.42 ACRES LOC.# 21R140801 417 TRAILGROVE COURT D.B. 20592, PG. 1194 DAVID A. KOVALUK J/T NICOLE S. MOORE & N/F 6 202 OF 33

(70'W) ROAD (PUBLIC PER P.B.

BAXTER(W IDTH VARIES)ROAD (PUBLICPER P.B.F,PG.50 AND VARIOUSW IDENINGS) ST.LOUISCOUNTY PROJ.88BI-4

F, PG. 50 AND VARIOUS WIDENINGS) ST. LOUIS COUNTY PROJ. 88BI-4

63.60' N00°34'02"E 22.29' S01°20'31"E 31.78' S06°44'48"E EASEMENTFORRIGHT-OF-WAY DB 8541PG 570(PARCEL1) RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8403, PG. 2258 RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8485, PG. 786 RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8488, PG. 1010 RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8488, PG. 1036 RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8427, PG. 2308 RIGHT-OF-WAY DEDICATION P.B. 108, PG. 69 24 33'(R&S)S50°56'23"E RIGHT-OF-WAYTOSTLOUISCO DB 8455,PG 1081 RIGHT-OF-WAY TO ST. LOUIS COUNTY D.B. 8486, PG. 1889 ORIGINAL BAXTER ROAD (40' WIDE) (PUBLIC) P.B. F, PG. 50 3316' S06°49'50"E 55.78' S35°08'44"E 95.11' N89°28'58"W 94.41' 1 2 4 0 N 0 3 1 0 2 E 20.00' 25.00' S00°31'33"W S04°39'51E 6114' S04°39'51E 2510' 22.27' N89°28'27"W TSCL 200+00 201+00 202+00 28+00 29+00 30+00 31+00 32+00 33+00 500+00 501+00 MATCHLINE STA. 28+00.00

L P 15 16 137 REM AREA 0.35 ACRES P.R.I.M.U.S.S.E. = 1618 S.F. AREA 0.35 ACRES LOC.# 21R120744 244 CEDAR TRAIL DRIVE D.B. 18926, PG. 2788 JANET KATZ N/F REM AREA 0.28 ACRES P.R.I.M.U.S.S.E. = 602 S.F. AREA 0.28 ACRES LOC.# 21R120203 242 CEDAR TRAIL DRIVE D.B. 17531, PG. 3400 MARGARET K. KORVAS, TRS. ROBERT G. KORVAS & N/F WILD-WOOD ADDITION P.B. 115, PG. 16 CLAYMONT PLAT 8 P.B. 108, PG. 69 NO TAKINGS LOC.# 21R120762 6 PARKROSE COURT D.B. 20660, PG. 1506 THE DILLON FAMILY TRUST N/F EX R/W EX R/W EX. R/W PL PL PL PL EX.R/W EX .R/W 140 REM AREA 0.41 ACRES P.R.I.M.U.S.S.E. = 269 S.F. AREA 0.41 ACRES LOC.# 21R120771 300 CLAYMONT DRIVE D.B. 23232, PG. 3307 KILLOREN ROBERT T/E LECLAIRE RACHEL & N/F 139 REM AREA 26.88 ACRES P.R.I.M.U.S.S.E. = 360 S.F. AREA 26.88 ACRES LOC.# 22R430457 333 HOLLOWAY ROAD D.B. 6706, PG. 1598 CITY OF BALLWIN N/F 12 REM AREA 0.26 ACRES P.R.I.M.U.S.S.E. = 301 S.F. AREA 0.26 ACRES LOC.# 21R120799 250 CEDAR TRAIL DRIVE D.B. 21964, PG. 2871 BRADLEY C. DEBLANC N/F 13 REM AREA 0.26 ACRES T.S.C.L. = 352 S.F. P.R.I.M.U.S.S.E. = 86 S.F. AREA 0.26 ACRES LOC.# 21R120818 248 CEDAR TRAIL DRIVE D.B. 20179, PG. 701 MELANIE L. WAHL, TRS. ROBERT F. WAHL & N/F 14 REM AREA 0.28 ACRES T.S.C.L. = 456 S.F. P.R.I.M.U.S.S.E. = 151 S.F. AREA 0.28 ACRES LOC.# 21R120827 246 CEDAR TRAIL DRIVE D.B. 24542, PG. 4375 PAMELA VOLK N/F PRIMUSSE PRIMUSSE PRIMUSSE PRIMUSSE PRIMUSSE (SHEET 5 OF 21) RIGHT-OF-WAY DETAILS SCALE 60 40 20 0 E A S T C L AY M ON T D R HOLLOWAYRD EASEMENT EASEMENT (DB 8716 PG 2195) EASEMENT ELECTRIC (DB 8488 PG 1010) EASEMENT TRAFFIC SIGNAL EASEMENT EASEMENT (DB 8488 PG 1036) EASEMENT TRAFFIC SIGNAL 1045) (DB 8696 PG EASEMENT ELECTRIC EASEMENT EASEMENT (DB 8693 PG 1645) EASEMENT ELECTRIC (DB 8403 PG 2258) EASEMENT TRAFFIC SIGNAL (PARCEL 1) (DB 8541 PG 570) DRAINAGE EASEMENT (PB 108 PG 69) 10' EASEMENT (DB 14188 PG 1729) SEWER EASEMENT (PARCEL 1) (DB 8541 PG 570) DRAINAGE EASEMENT EASEMENT EASEMENT EASEMENT (PB 128 PG 10) 5' EASEMENT L P L P TSCL PRIMUSSE PRIMUSSE 138 NO TAKINGS LOC.# 21R120780 7 PARKROSE COURT D.B. 17760, PG. 3498 HAUN DANIEL & LORI N/F TSCL PRIMUSSE 201 OF34 141 REM AREA 0.43 ACRES P.R.I.M.U.S.S.E. = 241 S.F. AREA 0.43 ACRES LOC.# 21R120809 301 NORTHMOOR DRIVE D.B. 23816, PG. 5085 ERIN JO HALL T/E ZACHARY HALL & N/F LOT 331 LOT 332 LOT 333 LOT 334 LOT 335 LOT 449 LOT 537 (PARCEL 1) (DB 8541 PG 570) EASEMENT TRAFFIC SIGNAL 202 OF 35

MATCHLINE STA.33+00.00

FLS1416(PAPPAS) OUNDIRONPIPEW/CAP

FLS341-D(MARLER) OUNDIRONRODW/CAP (0.14'NW ONR-O-WLINE)FOUNDOLDIRONPIPE

FOUND IRON PIPE W/CAP LS 105-D (TOPOS) (0.29' NW ON R-O-W LINE) FOUNDBENTIRON ROD(LEANINGNORTH) (N22°20'11'E0.92') FOUNDCONC. MONUMENT (S64°14'28"W 0.14') LS 341-D (MARLER) FOUND IRON ROD W/CAP

MONUMENT

W/CAP BAXTER (WIDTH VARIES) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS) ST. LOUIS COUNTY PROJ. 88BI-4 S50°54'17"E 780.40' S50°56'23"E 450.77' S50°56'23"E 50.00' Chd=S05 56'23"E 28. 28' R=20. 00' L=31. 42' E N D O F P R O J C #8 6 I4 7.00' S39°05'43"W 42.86' S50°54'17"E 42.77' N50°54'17"W 7.00' N39°51'14"E 6.53' N39°05'43"E 8601 S500846"E 8601 S50°08'46"E 43.23' N50°54'17"W 86.00' N50°54'17"W 11.25' N39°05'43"E 85.34' N50°56'23"W 83.26' N50°56'23"W 1.05' N57°36'59"E 1.00' 77.01' S50°56'23"E CHL=6.32' L=6.35' R=20.00' CHB=S41°50'32"E N39°03'37"E 85.00' S50°56'23"E 1239 S39°0543W 10' STRIP FOR ROAD WIDENING P.B. 128, PG. 10 10' STRIP FOR ROAD WIDENING P.B. 128, PG. 10 10' STRIP FOR ROAD WIDENING P.B. 128, PG. 10 ORIGINAL BAXTER ROAD (40' WIDE) (PUBLIC) P.B. F, PG. 50 50 2 + 12 3 4 P O T S T A 0 + 64 1 2 P C 1+00 26 PT 0 + 0 0 0 0 P O T S T A 1 + 95 14 STA 33+00 34+00 35+00 36+00 37+00 38+00 502+00 1+00 MATCHLINE STA. 38+00.00 MATCHLINE STA. 33+00.00 COUNTRY GREEN P.B. 128, PG. 10 WILD-WOOD ADDITION P.B. 115, PG. 16 PL L P PL PL PL PL PL PL PL EX. R/W EX. R/W 137 NO TAKINGS LOC.# 21R120616 5 PARKROSE COURT D.B. 21602, PG. 3173 APRIL SAVAGE H/W LESLIE SAVAGE & N/F 136 REM AREA 0.28 ACRES T.S.C.L. = 85 S.F. AREA 0.28 ACRES LOC.# 21R120625 4 PARKROSE COURT D.B. 21112, PG. 5 & JOHN E. PIET, TRS. JUDITH S. SCHAEFER-PIET N/F 135 REM AREA 0.31 ACRES T.S.C.L. = 81 S.F. AREA 0.31 ACRES LOC.# 21R120661 401 BAXTER ROAD D.B. 20675, PG. 2245 EDWARD G. LOTT, JR., TRS. N/F 134 16 REM AREA 0.28 ACRES T.S.C.L. = 815 S.F. P.R.I.M.U.S.S.E. = 300 S.F. AREA 0.28 ACRES LOC.# 21R120166 240 CEDAR TRAIL DRIVE D.B. 19239, PG. 490 ALLA BILICH H/W MIKHAIL BILICH & N/F 17 REM AREA 0.28 ACRES T.S.C.L. = 1016 S.F. AREA 0.28 ACRES LOC.# 21R120148 238 CEDAR TRAIL DRIVE D.B. 21496, PG. 158 SARAH E. MASTERSON, TRS. ROBERT CRAIG MASTERSON & N/F 18 NO TAKINGS LOC.# 21R120111 236 CEDAR TRAIL DRIVE D.B. 13375, PG. 2066 JEANNE CERRE FOX, TRS. ALEX PATRICK FOX & N/F 19 NO TAKINGS LOC.# 21R120092 234 CEDAR TRAIL DRIVE D.B. 13909, PG. 995 JULIE WELCH H/W RAMON MEJIA & N/F 20 NO TAKINGS LOC.# 21R120074 232 CEDAR TRAIL DRIVE D.B. 17219, PG. 4633 CARI BAILEY SMITH, H/W MICHAEL J. SMITH & N/F 21 PRIMUSSE TSCL TSCL (SHEET 6 OF 21) RIGHT-OF-WAY DETAILS SCALE 60 40 20 0 G R E E N M O R E D R (PB 128 PG 10) 5' EASEMENT EASEMENT PL PL PL PL SHEET 5 SEE RIGHT-OF-WAY DETAILS SHEET 5 SEE RIGHT-OF-WAY PLANS PRIMUSSE TSCL TSCL 201 OF35 LOT 335 LOT 336 LOT 337 LOT 28 LOT 32 202 OF 36

FOUNDCONC.

SETIRONROD

L(N23°13'18"W0.38') S2078(LYMAN) FOUNDIRONPIPEW/CAP

FOUNDIRONPIPE W/CAPLS105-D(TOPOS) (0.21'WALONGPL)

FOUND CONCRETE MONUMENT (0.24' WEST) FOUND OLD IRON ROD (MAY BE REMNANT OF OLD CONC. MONUMENT) (N28°50'21"W 7.27')

FMONUMENT OUNDCONC. FMONUMENT OUNDCONC.

SW/CAPETIRONROD SW/CAPETIRONROD SETIRONRODW/CAP SETIRONROD W/CAP SETIRONRODW/CAP SET ANCHOR CROSS IN CONC. CURB (4' OFFSET) R=572.96' L=292.39'(R&S)Chd=S36°19'13"E 289.23' R=530.00' L=110 82' Chd=S44°54'52"E 110 62' S50°56'23"E 119.98' Chd=N84°03'37"E 28.28' R=530.00' L=72.06'Chd=S25°38'35"E 72.00' Chd=S81°38'22"E 27.13' R=20.00' L=29.82' Chd=S13°03'13"W 27.07' R=20.00' L=29.73' S34°07'56"E 50.00' 67.98'(S) 68.16'(R) S21°42'03"E S50°54'17"E 780.40' S21°44'53"E 120.37' R=20.00' L=31.42' 50.42' S24°28'38"E 107.80' S24°28'38"E 25.24'CHL=L25.25' = 530.00'R= N23°06'45"WCHB=46.80' CHL=L46.81' = 530.00'R= N27°00'27"WCHB= N 4 1 5 9 2 4 E 5.05' 54.75' S21°42'03"E N85°28'57"E 2.09' N69°49'32"E 101.56'CHL=L101.69' = 572.96'R= S31°41'39"ECHB= 49.07'CHL= L49.09' = 572.96'R= S24°09'19"ECHB= 2.00' N53 35'13 E 49.13'CHL= L49.14' = 570.96'R= S24°10'00"ECHB= 54.14' S21°42'03"E 100.99'CHL=L101.12' = 570.96'R= S31°42'22"ECHB= BAXTER(WIDTHVARIES)ROAD (PUBLICPERP.B.F,PG.50 ANDVARIOUSWIDENINGS) ST.LOUISCOUNTYPROJ.88BI-4 2.01' 84.68' N21°44'53"W S55 °38 43 "W 73 05 '( R&S) ORIGINAL BAXTER ROAD (40' WIDE) (PUBLIC) P.B. F, PG. 50 2.07' N76°50'54"E 4.07'CHL=L4.08' = 20.00'R= N23°41'44"WCHB= CURVE2 39+30.54 PC 42.83+24 TP 38+00 39+00 40+00 41+00 42+00 43+00 S34° 7'56" 50 00' MATCHLINE STA. 43+00.00 MATCHLINE STA. 38+00.00 COUNTRYGREEN PB 128,PG 10 WILD-WOOD ADDITION P.B. 115, PG. 16 EX. R/W EX. R/W EX.R/W PL L P PL L P L P L P PL PL PL PL PL PL PL PL 133 NO TAKINGS LOC.# 21R120670 353 BAXTER ROAD D.B. 21668, PG. 2903 R. CHRISTINE BRAME N/F 132 NO TAKINGS LOC.# 21R120708 351 BAXTER ROAD D.B. 11600, PG. 2467 SHERRIE M. VENEZIA, H/W VICTOR J. VENEZIA & N/F 131 NO TAKINGS LOC.# 21R120717 349 BAXTER ROAD D.B. 10144, PG. 1775 CHRISTINE MARIE LOUDON H/W DAVID SCOTT LOUDON & N/F 130 REM AREA 0.30 ACRES T.S.C.L. = 203 S.F. AREA 0.30 ACRES LOC.# 21R120726 347 BAXTER ROAD D.B. 20138, PG. 480 NARMEEN ESMIEL N/F 22 NO TAKINGS LOC.# 21R120065 230 CEDAR TRAIL DRIVE D.B. 13179, PG. 1967 RENEE A. CLARK, TRS. RAYMOND C. CLARK & N/F 23 NO TAKINGS LOC.# 21R120056 228 CEDAR TRAIL DRIVE D.B. 15425, PG. 2395 PATRICIA A. LOUREIRO N/F 24 NO TAKINGS LOC.# 21R120038 301 HILL TRAIL DRIVE D.B. 19387, PG. 1117 PETER J. DAPKUS, JR., TRS. N/F 26 REM AREA 0.48 ACRES P.R.I.M.U.S.S.E. = 210 S.F. AREA 0.48 ACRES LOC.# 21R210063 202 WILDBRIER DRIVE D.B. 9466, PG. 435 BARBARA B. HANSON, H/W DAVID M. HANSON & N/F (SHEET 7 OF 21) RIGHT-OF-WAY DETAILS SCALE 60 40 20 0 HILL TRAIL DR WILDBRIERDR EASEMENT EASEMENT EASEMENT EASEMENT (PB 128 PG 10) EASEMENT (PB 128 PG 10) EASEMENT TSCL TSCL 201 OF36 129 REM AREA 0.34 ACRES T.S.C.L. = 207 S.F. AREA 0.34 ACRES LOC.# 22R440412 345 BAXTER ROAD D.B. 22324, PG. 2098 MARKITA A. WILSON N/F PRIMUSSE #1 PRIMUSSE #2 25 REM AREA 0.54 ACRES P.R.I.M.U.S.S.E. #2 = 222 S.F. P.R.I.M.U.S.S.E. #1 = 40 S.F. AREA 0.54 ACRES LOC.# 21R120010 300 HILL TRAIL DRIVE D.B. 9826, PG. 1242 JUDITH A. TRIULZI H/W ROBERT TRIULZI & N/F LOT 36 LOT 37 WILD-WOOD ADDITION P.B. 115, PG. 16 LOT 369 PLAT NO. 2 LOT 368 202 OF 37

FMONUMENT OUNDCONC.

(WIDTH VARIES) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS)

S21°41'13"E 581.39' S21°34'21"E 716.00' 4065' S24°2838"E 7.00' S89°13'12"E 175.04' S21°34'21"E 112.86' S21°34'21"E 80.00' S21°55'50"E 80.00' S21°34'21"E 80.00' S21°34'21"E 80.00' S21°34'21"E 2.16' 2.12' N87°44'00"E 2.00' 1.00' N68°26'05"E 2.00' 1.00' 2.00' N68°26'02"E 85.00' S21°41'13"E 80.00' S21°41'13"E 80.00' S21°41'13"E 80.00' S21°41'13"E 2.00' N68°18'47"E 85.00' S21°41'13"E 80.00' S21°41'13"E 80.00' S21°41'13"E 80.00' S21°41'13"E 2.00' N68°18'47"E N68°18'47"E 2.00' N68°18'47"E 2.00' N68°18'47"E 2.00' N68°26'02"E 2.50' 1.50' 80.00' N21°34'21"W 80.00' N21°34'21"W 113.56' N21°34'21"W 175.16' N21°34'21"W 35.69' N21°44'53"W N87 °44 '00 "E 131 39 '(R) 131 28 '(S) N68°26'02"E 148.40'(R) 148.35'(S) N68°26'02"E 150.00'(R) 150.02'(S) S 68 1 8 47 W 1 3 0 0 0 ( & S ) 10'STRIPFORROADWIDENING PB 128PG 10 ORIGINAL BAXTER ROAD (40' WIDE) (PUBLIC) P.B. F, PG. 50 L 43+00 44+00 45+00 46+00 47+00 48+00 MATCHLINE STA. 43+00.00 MATCHLINE STA. 48+00.00 P.B. 166, PG. 20 OAKLEIGH WOODS - PLAT NO. 4 EX. R/W EX. R/W PL L P PL PL PL PL PL 128 NO TAKINGS LOC.# 22R440733 343 BAXTER ROAD D.B. 19391, PG. 3088 PAMELA S. KRAMER N/F 127 REM AREA 0.28 ACRES T.S.C.L. = 170 S.F. AREA 0.28 ACRES LOC.# 22R440458 384 SUNFIELD PLACE D.B. 17573, PG. 4669 CARRIE PURCELL BOWERS H/W DANIEL THOMAS BOWERS & N/F 126 REM AREA 0.24 ACRES T.S.C.L. = 160 S.F. AREA 0.24 ACRES LOC.# 22R440467 382 SUNFIELD PLACE D.B. 23372, PG. 945 ANGELA C. HABHAB T/E NATHAN A. HABHAB & N/F 125 REM AREA 0.24 ACRES T.S.C.L. = 160 S.F. AREA 0.24 ACRES LOC.# 22R440476 380 SUNFIELD PLACE D.B. 14120, PG. 778 JESUS GUTIERREZ H/W ANA ROSA GUTIERREZ & N/F 124 REM AREA 0.24 ACRES T.S.C.L. = 160 S.F. AREA 0.24 ACRES LOC.# 22R440485 378 SUNFIELD PLACE D.B. 16095, PG. 548 ANILA MARKOLLARI H/W ARTAN MARKOLLARI & N/F 123 REM AREA 0.27 ACRES T.S.C.L. = 180 S.F. AREA 0.27 ACRES LOC.# 22R440494 376 SUNFIELD PLACE D.B. 17809, PG. 4897 SCOTT E. JANSSEN H/W SHEILA DAWN JANSSEN & N/F 27 REM AREA 0.50 ACRES T.S.C.L. = 350 S.F. AREA 0.50 ACRES LOC.# 22R530896 343 OAKLEIGH WOODS DRIVE D.B. 20774, PG. 1412 BARBARA M. CATON H/W DONALD E. CATON & N/F 28 REM AREA 0.27 ACRES T.S.C.L. = 226 S.F. AREA 0.27 ACRES LOC.# 22R530887 339 OAKLEIGH WOODS DRIVE D.B. 17851, PG. 1257 MARIE SIGNAIGO, TRS. N/F 29 REM AREA 0.28 ACRES T.S.C.L. = 80 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.28 ACRES LOC.# 22R530878 335 OAKLEIGH WOODS DRIVE D.B. 24304, PG. 4927 JENNIFER M. BEITER N/F 26 SUNFIELD PLACE TSCL TSCL TSCL TSCL PRIMUSSE (SHEET 8 OF 21) RIGHT-OF-WAY DETAILS SCALE 60 40 20 0 OAKLEIGHWOODSDR (PB 166 PG 20) 10' EASEMENT (PB 128 PG 10) 5' EASEMENT (PB 128 PG 10) 5' EASEMENT EASEMENT EASEMENT PL PL PL PL PL PL PL TSCL PRIMUSSE SHEET 7 SEE RIGHT-OF-WAY DETAILS PRIMUSSE TSCL TSCL TSCL TSCL PRIMUSSE 201 OF37 30 REM AREA 0.28 ACRES T.S.C.L. = 140 S.F. P.R.I.M.U.S.S.E. = 180 S.F. AREA 0.28 ACRES LOC.# 22R530869 331 OAKLEIGH WOODS DRIVE D.B. 23424, PG. 2864 CHRISTINA PHAN T/E SREENIVASA DANDAMUDI & N/F LOT 35 LOT 34 LOT 33 LOT 32 LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 TRACT "A" COUNTRY GREEN P.B. 128, PG. 10 202 OF 38

BAXTER

COUNTRY GREEN P.B. 128, PG. 10 G R EE N M O R E D R PL PL PL L P L P LP L P PL L P PL L P PL PL EX. R/W EX. R/W EX.R/W EX.R/W 122 REM AREA = 0.30 ACRES T.S.C.L. = 174 S.F. AREA = 0.30 ACRES LOC.# 22R530191 215 GREENMORE DRIVE D.B. 6382, PG. 212 COUNTRY GREEN TRUSTEES N/F 121 NO TAKINGS LOC.# 22R530209 214 GREENMORE DRIVE D.B. 6382, PG. 212 COUNTRY GREEN TRUSTEES N/F 120 NO TAKINGS LOC.# 22R530218 327 BAXTER ROAD D.B. 21554, PG. 1856 KATIE DEETS ZAC DEETS & N/F 119 NO TAKINGS LOC.# 22R530227 325 BAXTER ROAD D.B. 20014, PG. 1864 JAMES WILLIAM POPE, JR., J/T LINDSEY GRACE NIDAY & N/F 118 NO TAKINGS LOC.# 22R530236 323 BAXTER ROAD D.B. 10541, PG. 888 ELISSA H. LIESCHEIDT, TRS. DAVID A. LIESCHEIDT & N/F 31 REM AREA = 0.28 ACRES T.S.C.L. = 120 S.F. P.R.I.M.U.S.S.E. = 200 S.F. AREA = 0.28 ACRES LOC.# 22R530850 327 OAKLEIGH WOODS DRIVE D.B. 8773, PG. 1184 DIANE L. PILGRIM H/W EDWARD M. PILGRIM & N/F 32 REM AREA = 0.28 ACRES P.R.I.M.U.S.S.E. = 200 S.F. AREA = 0.28 ACRES LOC.# 22R530841 323 OAKLEIGH WOODS DRIVE D.B. 20468, PG. 2669 DEEPTI CHATURVEDI H/W FRANCIS EDWIN & N/F 33 REM AREA = 0.26 ACRES P.R.I.M.U.S.S.E. = 229 S.F. AREA = 0.26 ACRES LOC.# 22R530832 319 OAKLEIGH WOODS DRIVE D.B. 11249, PG. 1927 SANDRA L. MADSEN H/W RAY A. MADSEN & N/F 34 REM AREA = 0.32 ACRES T.S.C.L. = 273 S.F. P.R.I.M.U.S.S.E. = 321 S.F. AREA = 0.32 ACRES LOC.# 22R530823 315 OAKLEIGH WOODS DRIVE D.B. 19014, PG. 2106 DEBORAH A. BRYS H/W MICHAEL P. BRYS & N/F TSCL TSCL PRIMUSSE PRIMUSSE TSCL PRIMUSSE (SHEET 9 OF 21) RIGHT-OF-WAY DETAILS 924.93' R 64.74' T 129.28' L 06°11'40.59" D 08°00'29.80" 51+76.23 PT 50+46.96 PC 51+11.70 PI BAXTER ROAD - CURVE 3 ∆ 210.19' R 83.14' T 158.35' L 27°15'32.55" D 43°09'49.29" 53+34.58 PT 51+76.23 PC 52+59.38 PI BAXTER ROAD CURVE 4 ∆ PL SCALE 60 40 20 0 (PB 166 PG 20) 10' EASEMENT 5' EASMENT (PB 128 PG 10) CABLEVISION (PB 7599 PG 1869) 5' EASEMENT TO UNITED VIDEO (PB 166 PG 20) 5' EASEMENT (PB 166 PG 20) 5' EASEMENT SUNFIELD PL (PB 124 PG 93) 7.5' EASEMENT PRIMUSSE PRIMUSSE PRIMUSSE EX.R/W EX. R/W TSCL 160 OF33 35 REM AREA = 0.35 ACRES T.S.C.L. = 217 S.F. P.R.I.M.U.S.S.E. = 326 S.F. AREA = 0.35 ACRES LOC.# 22R531051 309 OAKLEIGH WOODS DRIVE D.B. 24196, PG. 4758 HEATHER G. & ZACHARY T. PAULE T/E N/F LOT 31 LOT 30 LOT 29 LOT 28 LOT 27 OAKLEIGH WOODS, PLAT NO. 4 P.B. 166, PG. 20 PROPERTY COMMON 202 OF 39

MATCHLINE STA.53+00 .00

((ONPROLONGATION) FN17°08'28"E5.24') OUNDCROSSINCURB

FOXCREEKPLAT2

SW/CAPETIRONROD SINSIDEWALK ETCROSS SINSIDEWALK ETCROSS SINSIDEWALK ETCROSS SETCROSS INSIDEWALK 88.87' S72°51'32"E 80.00' S72°51'32"E 87.80' S72°51'32"E S72°57'34"E 577.73' S72°51'32"E 168.88' L=48 .52' R=30 .00' Chd=S26° 31'30"E 43 .40' L=45. 73' R=30. 00' 41. 43' Chd=N63°28'30"E S76°02 37"E 50 26' S73°03'15"E 50.00' 28 .31' Chd=S27°54'01"E L=31 .46' R=20 .00' S72°57'34"E 132.95' R=20.00' L=31.37'28.26' Chd=N62°05'59"E S72°51'32"E 570.17' 6.05'(R&S) S00°48'31"W 19' L=135.42'(R) L=136.00'(S) 95.74' S72°51'32"E 101.52' S72°51'32"E CHL=2.72' L=2.72' R=20.00' CHB=S59°36'58"W 90.00' S72°51'32"E 90.00' S72°51'32"E 81.68' S72°51'32"E 90.00' S72°51'32"E 90.00' S72°51'32"E CHL=14.49' L=14.64' R=30.00' CHB=S86°50'07"E 3.50' CHL=7.03' L=7.05' R=30.00' CHB=S72°27'36"W 3.50' 4.00' FOUNDCROSS INDRIVEWAY BAXTER (WIDTH VARIES) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS) 111.31' S72°57'34"E N31 59'25 E 207' 5.69' 99.00' N72°57'34"W 33.95' N72°57'34"W 1483'CHL 1520L 2000 R S851630"W CHB 94.02' S72°51'32"E 1449CHL 1464L 3000 R S58°5257E CHB 5' STRIP FOR ROAD WIDENING P.B. 124, PG. 93 DEDICATION STRIP P.B. 159, PG. 25 ORIGINALBAXTERROAD (40WIDE)(PUBLIC) PB F PG 50 DEDICATION STRIP FOR ROAD WIDENING P.B. 154, PG. 92 48.99' S72°57'34"E 59.91'CHL=L60.37' = 140.00'R= S60°36'19"ECHB= S72°57'34"E 33.39' 53 + 3 4 5 8 P T 53+00 54+00 55+00 56+00 57+00 58+00 M AT C H LIN E ST A. 5 3 + 00 00 MATCHLINE STA. 58+00.00 PB 124,PG 93

OAKLEIGH

PLAT NO. 1 P.B. 154, PG. 92 OAKLEIGH WOODS, PLAT NO. 1 P.B. 154, PG. 92 OAKLEIGH WOODS PLAT NO. 2 P.B. 159, PG. 25 PL PL PL PL PL PL PL PL EX. R/W EX. R/W EX. R/W EX. R/W S H ADY M E AD O W S D R OAKLEIGH WOODS DR S H A D Y M E A D O W S D R PL NO TAKINGS LOC.# 22R530483 294 OAKLEIGH WOODS DRIVE D.B. 9484, PG. 313 KATHERINE J. KUSTER H/W ANTON KUSTER & N/F 38 NO TAKINGS LOC.# 22R530511 290 OAKLEIGH WOODS DRIVE D.B. 19157, PG. 355 GALINA KANO H/W IGOR KANO & N/F 39 NO TAKINGS LOC.# 22R530520 286 OAKLEIGH WOODS DRIVE D.B. 17289, PG. 4282 JAQUELINE M. COMPAS H/W GEORGE COMPAS & N/F 40 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530153 307 BAXTER ROAD D.B. 23706, PG. 1114 REBECCA STOTLER T/E PATRICK STOTLER & N/F 113 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530144 309 BAXTER ROAD D.B. 13142, PG. 2468 ANNETTE E. CONING N/F 114 REM AREA 0.31 ACRES T.S.C.L. = 395 S.F. P.R.I.M.U.S.S.E. = 319 S.F. AREA 0.31 ACRES LOC.# 22R530135 324 SHADY MEADOWS DRIVE D.B. 6358, PG. 2250 ELIZABETH ANNE MOORE H/W RICHARD P. MOORE & N/F 115 REM AREA 0.34 ACRES P.R.I.M.U.S.S.E. = 312 S.F. AREA 0.34 ACRES LOC.# 22R530108 325 SHADY MEADOWS DRIVE D.B. 11977, PG. 20 VINCENT EUGENE GIBBS H/W MICHELLE D. LEE-GIBBS & N/F 116 REM AREA 0.35 ACRES P.R.I.M.U.S.S.E. = 456 S.F. AREA 0.35 ACRES LOC.# 22R530092 315 BAXTER ROAD D.B. 11190, PG. 595 GERALYN R. NICKLES H/W ROBERT H. NICKLES & N/F 117 PRIMUSSE PRIMUSSE PRIMUSSE (SHEET 10 OF 21) RIGHT-OF-WAY DETAILS (PB 154 PG 92) AMERICAN WATER 5' EASEMENT TO MISSOURI (PB 154 PG 92) 10' EASEMENT (PB 159 PG 25) 10' EASEMENT (PB 127 PG 39) AMERICAN WATER 15' EASEMENT TO MISSOURI CABLEVISION (PB 7599 PG 1871) EASMENT TO UNITED VIDEO (PB 154 PG 92) 10' EASEMENT (PB 124 PG 93) 2.5' EASEMENT (PB 124 PG 93) 2.5' EASEMENT (PB 124 PG 93) 5' EASEMENT (PB 124 PG 93) 7.5' EASEMENT (PB 124 PG 93) 5' EASEMENT (PB 124 PG 93) 2.5' EASEMENT (PB 124 PG 93) AMERICAN WATER 5' EASEMENT TO MISSOURI (PB 124 PG 93) 5' EASEMENT (PB 124 PG 93) 5' EASEMENT SCALE 60 40 20 0 PL PL PL PL EX. R/W EX. R/W E X R / W E X R / W TSCL TSCL PL PRIMUSSE PRIMUSSE PRIMUSSE PRIMUSSE 201 OF39 REM AREA 0.32 ACRES T.S.C.L. = 784 S.F. P.R.I.M.U.S.S.E. = 593 S.F. AREA 0.32 ACRES LOC.# 22R531082 603 SHADY MEADOWS DRIVE D.B. 24054, PG. 1621 MEEGAN YOUNG T/E TIMOTHY YOUNG & N/F 37 OAKLEIGH WOODS, PLAT NO. 4 P.B. 166, PG. 20 LOT 3 LOT 2 LOT 1 LOT 113 LOT 112 LOT 26 LOT 25 FOX CREEK, PLAT NO. 2 P.B. 124, PG. 93 INCL. OF FOX CREEK PLAT NO. 3 THE AMENDED PLAT LOTS 2-14 P.B. 127, PG. 39 REM AREA 0.34 ACRES P.R.I.M.U.S.S.E. = 485 S.F. AREA 0.34 ACRES LOC.# 22R531071 305 OAKLEIGH WOODS DRIVE D.B. 19029, PG. 1052 STEPHANIE L. STREETER H/W MATTHEW B. STREETER & N/F 36 202 OF 40

WOODS,

OAKLEIGHWOODS,PLATNO

F(N15°42'53"E5.35') OUNDCROSSINCURB

(0.59'SEONR-O-WLINE) FINSIDEWALK OUNDBOXCROSS ((ONPROLONGATION) IN17°08'28"E5.49') FNCURBOUNDCROSS C(ONPROLONGATION) URB(N17°08'28"E5.55')FOUNDCROSSIN ((ONPROLONGATION) FN17°08'28"E5.60') OUNDCROSSINCURB

MATCHLINE

SETCROSS INSIDEWALK SETCROSS INSIDEWALK 75.00' S72°57'34"E 80.00' S34°07'34"E 80.00' S34°07'34"E 26.31' S34°07'34"E26.31' S34°07'34"E 43.62'CHL= L43.80' = 140.00'R= S43°05'21"ECHB= 44.10'CHL= L44.28' = 141.50'R= S43°05'28"ECHB= 50.80'CHL=L5109' = 14000'R= S62°30'21"E CHB 5134'CHL=L5162' 141.50'R= S62°30'28"ECHB= 12.90' S72°57'34"E 12.90' S72°57'34"E 80.00' S72°57'34"E 8002 S74°08'18E 80.00' S72°57'34"E 80.00' S72°57'34"E 75.00' S72°57'34"E BAXTER (WIDTH VARIES) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS) S72°51'32"E 570.17' R=140.00' L=94.89'Chd=S53°32'34"E 93.08' L=60.59'(R&S) R=90.00' Chd=S53°34'22"E 59.45' S72°57'34"E 577.73' 90.00' S72°51'32"E 90.00' S72°51'32"E 90.00' S72°51'32"E 38.49' S72°51'32"E 35.83' S34°17'12"E 90.00' S34°17'12"E 90.00' S72°51'32"E 90.00' S72°51'32"E 90.00' S72°51'32"E 38.49' S72°51'32"E 35.83' S34°17'12"E 90.00' S34°17'12"E 59.45'CHL=L60.59' = 90.00'R= S53°34'22"ECHB= N17°08'28"E 3.50' N17°08'28"E 3.50' N17°08'28"E 3.50' N17°08'28"E 3.50' S34°07'34"E 266.31' S34°17'12"E 646.16' 3.50' S55°42'48"W 57.14'CHL=L58.23' = 86.50'R= S53°34'22"ECHB= DEDICATION STRIP P.B. 167, PG. 29 5' STRIP FOR ROAD WIDENING P.B. 125, PG. 85 ORIGINAL BAXTER ROAD (40' WIDE) (PUBLIC) P.B. F, PG. 50 CURVE5 61+35.43 PC 58.12+26TP 58+00 59+00 60+00 61+00 62+00 63+00 MATCHLINE STA. 58+00.00

STA. 63+00.00

5 PB 167,PG 29 EX. R/W EX. R/W PL PL PL NO TAKINGS LOC.# 22R531042 284 OAKLEIGH WOODS DRIVE D.B. 23496, PG. 1810 CHELSEA & ISENMANN CODY ATKINS N/F 41 REM AREA 0.25 ACRES T.S.C.L. = 80 S.F. AREA 0.25 ACRES LOC.# 22R531024 280 OAKLEIGH WOODS DRIVE D.B. 7409, PG. 1109 KAREN M. TOTH H/W RICHARD J. TOTH & N/F 43 REM AREA 0.25 ACRES T.S.C.L. = 146 S.F. AREA 0.25 ACRES LOC.# 22R531015 278 OAKLEIGH WOODS DRIVE D.B. 20152, PG. 193 SILVIA T. BOWMAN, H/W STEPHEN C. BOWMAN & N/F 44 REM AREA 0.27 ACRES T.S.C.L. = 96 S.F. AREA 0.27 ACRES LOC.# 22R531006 276 OAKLEIGH WOODS DRIVE D.B. 13935, PG. 12 KATHLEEN N. RUDOLPH H/W MICHAEL D. RUDOLPH & N/F 45 REM AREA 0.28 ACRES T.S.C.L. = 106 S.F. AREA 0.28 ACRES LOC.# 22R530997 274 OAKLEIGH WOODS DRIVE D.B. 15203, PG. 1860 LEIGHANNE M. HEISEL H/W ALAN D. HEISEL & N/F 46 REM AREA 0.25 ACRES T.S.C.L. = 120 S.F. AREA 0.25 ACRES LOC.# 22R520776 272 OAKLEIGH WOODS DRIVE D.B. 7597, PG. 1264 RAMONA R. SCHROEDER H/W PHILLIP A. SCHROEDER & N/F 47 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R510326 277 BAXTER ROAD D.B. 8307, PG. 898 HENRIETTA P. MACKEY H/W JAMES E. MACKEY & N/F 108 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530171 303 BAXTER ROAD D.B. 19916, PG. 2541 ALYIA MUHSIN KHAZAL N/F 111 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530162 305 BAXTER ROAD D.B. 22742, PG. 413 THOMAS L. BUBB T/E SUSAN H. BUBB & N/F 112 113 PRIMUSSE PRIMUSSE TSCL TSCL (SHEET 11 OF 21) RIGHT-OF-WAY DETAILS SCALE 60 40 20 0 OAKLEIGHWOODSDR (DB 6776 PG 1096) SAINT LOUIS COUNTY 5' UTILITY EASEMENT TO (PB 167 PG 29) 5' EASEMENT (PB 167 PG 29) 10' EASEMENT (PB 167 PG 29) 5' EASEMENT (PB 167 PG 29) 5' EASEMENT (PB 167 PG 29) 5' EASEMENT (PB 167 PG 29) 5' EASEMENT (DB 7599 PG 1867) CABLEVISION EASEMENT 5' UNITED VIDEO (DB 7599 PG 1867) CABLEVISION EASEMENT 5' UNITED VIDEO (PB 127 PG 39) 15' WATER EASEMENT (DB 6553 PG 2349) 5' ELECTRIC EASEMENT (DB 22889 PG 111) 10' SEWER EASEMENT (DB 22889 PG 291) 10' SEWER EASEMENT PL PL PL PL PL PL PL PL PL SHEET 10 SEE RIGHT-OF-WAY DETAILS TSCL TSCL TSCL TSCL PRIMUSSE PRIMUSSE PRIMUSSE

201 OF40 REM AREA 0.23 ACRES T.S.C.L. = 75 S.F. AREA 0.23 ACRES LOC.# 22R531033 282 OAKLEIGH WOODS DRIVE D.B. 23654, PG. 2943 ELIZABETH A. KNIGHT N/F 42 REM AREA 0.26 ACRES P.R.I.M.U.S.S.E. = 469 S.F. AREA 0.26 ACRES LOC.# 22R510317 279 BAXTER ROAD D.B. 24424, PG. 276 SEGUPTA T/E INDRANIL & RUPSA N/F 109 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R530180 301 BAXTER ROAD D.B. 23100, PG. 1481 KOTWANI SUMAN T/E PARYANI KAMAL SATYAPAL & N/F 110 LOT 82 LOT 81 LOT 80 LOT 79 LOT 78 LOT 77 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 INCL. OF FOX CREEK PLAT NO. 3 THE AMENDED PLAT LOTS 2-14 P.B. 127, PG. 39 202 OF 41

PRIMUSSE

(WIDTH VARIES) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS)

S34°17'12"E 646.16' S34°07'34"E 266.31' S34°07'34"E 254.01' S34°07'34"E 50.00' 28.28' Chd=S10°52'26"WL=31 .42'(R&S) R=20.00' 28. 28' Chd=S79°07'34"EL=31. 42'(R&S)R=20. 00' S34°17'12"E 646.16' 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 90.00' S34°17'12"E 3.50' S55°42'48"W S55°42'48"W 3.00' 3.50' 2.00' S55°42'48"W 3.00' 2.00' S55°42'48"W 3.00' 2.00' S55°42'48"W 3.00' 2.00' S55°42'48"W 3.50' 4.81' N55°42'48"E 10.00' S34°19'39"E 4.84' S55°42'48"W 4.95' N55°42'48"E 10.00' S34°19'39"E 4.98' S55°42'48"W 35.00' S34°07'34"E 5.07' N55°42'48"E 10.00' S34°19'39"E 5.11' S55°42'48"W 8.06' 8.06' 50.37' S34°07'34"E S48 49 01 W 30.28' S34°07'34"E 9.07' S48 49'01 W 9.07' DEDICATION STRIP P.B. 167, PG. 29 DEDICATION STRIP P.B. 167, PG. 39 5' STRIP FOR ROAD WIDENING P.B. 125, PG. 85 DEDICATION STRIP P.B. 167, PG. 29 ORIGINALBAXTERROAD (40WIDE)(PUBLIC) PB F PG 50 42.00' S34°07'34"E 47.01' S34°07'34"E 185.40' S34°07'34"E 9.00' S55°52'26"W 4.44' S55°52'26"W CHL=11.94' L=12.12' R=20.00' CHB=S16°45'58"E 63+00 64+00 65+00 66+00 67+00 68+00 MATCHLINE STA. 63+00.00 MATCHLINE STA. 68+00.00 L P PL EX. R/W EX. R/W EX. R/W REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R510335 275 BAXTER ROAD D.B. 22076, PG. 3517 LISA LEWIS N/F 107 108 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 315 S.F. AREA 0.25 ACRES LOC.# 22R510344 273 BAXTER ROAD D.B. 21436, PG. 1999 CHEN & LINGXIA TANG, H/W, J/T YIYING CHEN, SHENSHENG N/F 106 REM AREA 0.25 ACRES T.S.C.L. = 180 S.F. P.R.I.M.U.S.S.E. = 270 S.F. AREA 0.25 ACRES LOC.# 22R520547 271 BAXTER ROAD D.B. 22109, PG. 458 MOHAMMAD PARACHA N/F 105 REM AREA 0.25 ACRES P.R.I.M.U.S.S.E. = 270 S.F. AREA 0.25 ACRES LOC.# 22R520556 269 BAXTER ROAD D.B. 12258, PG. 880 JOHN H. MAKUTA H/W MARY H. MAKUTA & N/F 104 REM AREA 0.25 ACRES T.S.C.L. = 180 S.F. P.R.I.M.U.S.S.E. = 270 S.F. AREA 0.25 ACRES LOC.# 22R520565 267 BAXTER ROAD D.B. 9410, PG. 1391 HELEN H. MAY, H/W WILLIAM D. MAY, JR. & N/F 103 REM AREA 0.36 ACRES T.S.C.L. = 453 S.F. P.R.I.M.U.S.S.E. = 403 S.F. AREA 0.36 ACRES LOC.# 22R520758 264 BAXTER ROAD D.B. 6855, PG. 1127 WOODS SUBDIVISION, PLAT #4 TRUSTEES OF OAKLEIGH N/F 51 REM AREA 0.31 ACRES T.S.C.L. = 261 S.F. AREA 0.31 ACRES LOC.# 22R520794 268 OAKLEIGH WOODS DRIVE D.B. 12462, PG. 931 LAURA L. BARNETT H/W DENNIS R. BARNETT & N/F 49 TSCL TSCL PRIMUSSE PRIMUSSE PRIMUSSE (SHEET 12 OF 21) RIGHT-OF-WAY DETAILS SCALE 60 40 20 0 TSCL TSCL F O R E S T L E A F D R (PB 167 PG 29) 10' EASEMENT (PB 167 PG 29) 10' EASEMENT (DB 7837 PG 527) EASEMENT 20' WATER (DB 4545 PG 391) 15' SEWER EASEMENT (DB 7305 PG 1192) EASEMENT DRAINAGE (PB 127 PG 39) EASEMENT 15' WATER (DB 6533 PG 2346) EASEMENT 5' ELECTRIC (DB 22889 PG 295) EASEMENT 10' SEWER TSCL PL PL PL PL PL PL PL L P PL TSCL SHEET 11 SEE RIGHT-OF-WAY DETAILS PRIMUSSE PRIMUSSE PRIMUSSE PRIMUSSE PRIMUSSE TSCL 160 OF36 OAKLEIGH WOODS, PLAT NO. 5 P.B. 167, PG. 39 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 76 LOT 75 OAKLEIGH WOODS, PLAT NO. 3 P.B. 160, PG. 66 PLAT NO. 4 OAKLEIGH WOODS, P.B. 166, PG. 20 GROUND COMMON GROUND COMMON INCL. OF FOX CREEK PLAT NO. 3 THE AMENDED PLAT LOTS 2-14 P.B. 127, PG. 39 REM AREA 1.23 ACRES T.S.C.L. = 1812 S.F. P.R.I.M.U.S.S.E. = 1473 S.F. AREA 1.23 ACRES LOC.# 22R520749 268 BAXTER ROAD D.B. 6780, PG. 2319 OAKLEIGH WOODS PLAT #3 TRUSTEES OF N/F 50 REM AREA 0.25 ACRES T.S.C.L. = 120 S.F. AREA 0.25 ACRES LOC.# 22R520785 270 OAKLEIGH WOODS DRIVE D.B. 24318, PG. 63 JOHNATHON HATCHER JR ETUX N/F 48 202 OF 42

WESTLINE-SECTION36

EASTLINE-SECTION35

N/FST.LOUISCOUNTY D.B.7335,PG 2109 DEASEMENTFORRIGHT-OF-WAY .B.7370,PG.2484(PARCEL54)

N/FSTLCO.7298/2064 STRIPFORROADWIDENING P.B126,PG.83

383' 162.73' S33°56'08"E

CONVEYANCE TO ST. LOUIS COUNTY DB 6247 PG 87 10.00'R 6.59'S 2.11'R 5.52'S ORIGINALBAXTERROAD (40'WIDE)(PUBLIC) PB F PG 50 CURVE6 7 0 + 7 9 22 CP 70+26 68+00 69+00 70+00 71+00 72+00 73+00 MATCHLINE STA. 68+00.00 MATCHLINE STA. 73+00.00 NO TAKINGS LOC.# 22R520208 509 STEPHANIE LANE D.B. 11198, PG. 944 JOHN KAMMERER N/F NO TAKINGS LOC.# 22R520192 507 STEPHANIE LANE D.B. 17934, PG. 3206 AZIEB S. BELAY H/W ASEFAW T. WOLDU & N/F REM AREA 1.27 ACRES T.S.C.L. = 1870 S.F. P.R.I.M.U.S.S.E. = 1473 S.F. AREA 1.27 ACRES LOC.# 22R520804 260 BAXTER ROAD D.B. 6874, PG. 1297 WOODS SUBDIVISION TRUSTEES OF OAKLEIGH N/F P.B. 167, PG. 29 OAKLEIGH WOODS, PLAT NO. 5 BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 52 53 54 STEPHANIELANE EX. R/W EX. R/W EX.R/W PL PL PL PL PL PL PL PL PL PL PL PL C L E A R M E AD O W S D R I V E REM AREA 0.32 ACRES T.S.C.L. = 171 S.F. P.R.I.M.U.S.S.E. = 237 S.F. AREA 0.32 ACRES LOC.# 22R520574 101 CLEAR MEADOWS DRIVE D.B. 10279, PG. 851 JULIA A. JOLLY TODD W. JOLLY & N/F 102 NO TAKINGS LOC.# 22R520868 100 CLEAR MEADOWS DRIVE D.B. 20458, PG. 3699 BENJAMIN E. STOCKWELL H/W EMILY T. STOCKWELL & N/F 101 RAELC M ODAE W S IRDEV EX.R/W TSCL PRIMUSSE (SHEET 13 OF 21) RIGHT-OF-WAY DETAILS EX.R/W (PB 7370 PG 2484) DRAINAGE EASEMENT (DB 7335 PG 2109) DRAINAGE EASEMENT (PB 5989 PG 322) 5' TELEPHONE EASEMENT (PB 5989 PG 322) 5' TELEPHONE EASEMENT (PB 96 PG 2) 10' EASEMENT (PB 7878 PG 858) 20' WATER EASEMENT (PB 7837 PG 533) 20' WATER EASEMENT (PB 127 PG 39) 15' WATER EASEMENT (PB 96 PG 2) ROADWAY EASEMENT SCALE 60 40 20 0 PRIMUSSE TSCL (DB 7878 PG 858) 20' WATER EASEMENT (DB 7305 PG 1192) PERMANENT DRAINAGE EASEMENT PRIMUSSE TSCL 201 OF42 NO TAKINGS LOC.# 22R520905 101 DEER MEADOWS COURT D.B. 23268, PG. 3031 MARISOL OLNEY T/E ANDREW J. & N/F 100 INCL. OF FOX CREEK PLAT NO. 3 THE AMENDED PLAT LOTS 2-14 P.B. 127, PG. 39 GROUND COMMON LOT 14 202 OF 43

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 2.82' S43°12'23"W 60.07' S01°57'49"E 2.00' N88°03'53"E 80.00' S01°57'49"E 2.00' 80.00' S01°57'49"E CHL=48.52' L=48.53' R=746.20' CHB=S03°46'12"E 31.50' S01°57'49"E 60.12' S01°57'49"E 2.82' S47°09'39"E 2.82' S47°09'39"E 2.00' 2.00' N88°03'53"E 2.00' N88°03'53"E DETAIL "A" PRIMUSSE TSCL TSCL PRIMUSSE 2.00' SEE DETAIL "A" M O N U M E N T F OU N D C ON C F OU N D R A I L R OA D SP I K E I N A SP H A LT F O U N D R A I L R O A D SP I K E I N A S P H A L T MONUMENT FOUND CONC. IN CURB FOUND CROSS (S88°02'11"W 0.20') CONCRETE MONUMENT) (POSSIBLE REMNANT OF FOUND OLD IRON ROD 10.81' 32.44' (S33°46'55"E 0.46') FOUND CONC. MONUMENT 27.35' FOUND CONC. MONUMENT (0.25' SE ON R-O-W LINE) (0.47' S ON R-O-W TIE LINE) FOUND CONC. MONUMENT OF R-O-W TIE LINE) ( 0 26 S O N P R O L O N GA T I O N F OU N D C O N C M O N U M E N T 17.06' 8006' S00°1102"W 80.00' S01°57'49"E 80.00' S01°57'49"E 80.00' S01°57'49"E 62.06' S01°57'49"E 65.04' S01°57'49"E 62.10' S01°57'49"E 64.09' S01°57'49"E 31.50' S01°57'49"E 4852'CHL4853'L 74820 R S03°45'54E CHB 4657'S0644'51"E S01°57'49"E 693.95' Chd=S06°35'42"E 121.98' 42 .43'(R&S) S43°12'23"W 42. 43'(R&S)S47°09'39"E S1°57'49"E 91.62' R=746 20' L=122 11' N01°56'51"W 50.00' N88°03'55"E 60.00' 3360 S012111"E 4.23' S43°12'23"W N88°03'53"E 3.00' 3.00' BAXTER (60'W) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS) ST. LOUIS COUNTY PROJ. 77BI-8 2.00' EASEMENT FOR RIGHT-OF-WAY D.B. 7370, PG. 2484 (PARCEL 55) EASEMENT FOR RIGHT-OF-WAY D.B. 7370, PG. 2484 (PARCEL 56) N/FST LOUISCOUNTY DB 7283,PG 1612 N/FST LOUISCOUNTY DB 7291PG 1060 N/FST LOUISCOUNTY DB 7352PG 2103 N/FST LOUISCOUNTY DB 7295,PG 1453 N/F STL CO. 7315/1070 5' STRIP FOR ROAD WIDENING P.B. 126, PG. 83 N/FST LOUISCOUNTY DB 7297PG 468 73 70 P G 2484 ( C EL 46 ) E S M I G H TO FW E A S E M E N T F O R R I G H TO FW A Y D B 7 3 7 0 P G 2 4 8 4 ( P A R C EL 57 ) ORIGINALBAXTERROAD (40'WIDE)(PUBLIC) PB F PG 50 7 4 + 02 46 P T 73+00 74+00 75+00 76+00 77+00 78+00 M TA C H NIL E S T A 7 3 + 0 0 0 0 MATCHLINE STA. 78+00.00 FOX CREEK PLAT 4 P.B. 126, PG. 83 95 NO TAKINGS LOC.# 22R240689 115 COUNTRY CREEK COURT D.B. 22287, PG. 356 SHANNON SIEBERT N/F B A X T E R A CR E S D R I V E EX R/W EX. R/W EX. R/W PL PL PL PL L P PL PL PL L P NO TAKINGS LOC.# 22R520895 102 DEER MEADOWS COURT D.B. 6915, PG. 524 BARBARA A. BABLE H/W RICHARD J. BABLE & N/F 99 100 NO TAKINGS LOC.# 22R520886 104 DEER MEADOWS COURT D.B. 19747, PG. 1997 ANN M. BENDER, TRS. MARK L. BENDER & N/F 98 NO TAKINGS LOC.# 22R520877 106 DEER MEADOWS COURT D.B. 14196, PG. 564 JANE W. BYNUM H/W STEPHEN L. BYNUM & N/F 97 NO TAKINGS LOC.# 22R240634 119 COUNTRY CREEK COURT D.B. 17397, PG. 3343 JEANETTE M. ALSUP N/F 96 REM AREA 0.33 ACRES T.S.C.L. = 191 S.F. P.R.I.M.U.S.S.E. = 122 S.F. AREA 0.33 ACRES LOC.# 22R520859 98 BAXTER ACRES DRIVE D.B. 8586, PG. 1782 NANCY H. KALE H/W GARY V. KALE & N/F 58 REM AREA 0.30 ACRES T.S.C.L. = 240 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.30 ACRES LOC.# 22R240698 409 STEPHANIE LANE D.B. 12596, PG. 1960 SUSAN M. SANTHUFF H/W TRACY J. SANTHUFF & N/F 59 REM AREA 0.30 ACRES T.S.C.L. = 120 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.30 ACRES LOC.# 22R240607 407 STEPHANIE LANE D.B. 23230, PG. 913 TYLER BECKERLE N/F 60 REM AREA 0.30 ACRES T.S.C.L. = 117 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.30 ACRES LOC.# 22R520831 503 STEPHANIE LANE D.B. 22066, PG. 3039 MARGARET VAN GUNDY H/W MICHAEL VAN GUNDY & N/F 56 NO TAKINGS LOC.# 22R520914 505 STEPHANIE LANE D.B. 19869, PG. 1081 MIRZA ALI BAIG, ETAL. N/F 55 PRIMUSSE TSCL (SHEET 14 OF 21) RIGHT-OF-WAY DETAILS SCALE 60 40 20 0 (PB 96 PG 2) 5' ROADWAY EASEMENT (PB 7370 PG 2484) DRAINAGE EASEMENT (DB 7315 PG 1070) DRAINAGE EASEMENT (DB 7343 PG 1464) DRAINAGE EASEMENT (PB 166 PG 6) UTILITY EASEMENT ST. LOUIS COUNTY EX R/W EX. R/W EX. R/W EX. R/W EX. R/W (DB 5989 PG 322) TELEPHONE EASEMENT (DB 6890 PG 1137) 3' ELECTRIC EASEMENT SHEET 13 SEE RIGHT-OF-WAY DETAILS PRIMUSSE TSCL PRIMUSSE TSCL PRIMUSSE TSCL PRIMUSSE TSCL 201 OF43 REM AREA 0.33 ACRES T.S.C.L. = 126 S.F. P.R.I.M.U.S.S.E. = 122 S.F. AREA 0.33 ACRES LOC.# 22R520840 99 BAXTER ACRES DRIVE D.B. 22464, PG. 3102 DORIS LACKEY ETAL J/T N/F 57 BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 LOT 3 LOT 2 LOT 1 LOT 103 LOT 104 BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 COUNTRY CREEK P.B. 166, PG. 6 202 OF 44

(60'W) ROAD (PUBLIC PER P.B. F, PG. 50 AND VARIOUS WIDENINGS)

LOUIS COUNTY PROJ.

ST.

77BI-8 Chd=S10°59'16"E 290.15' R=924.93', L=291.35' R=984 93', L=138.33' Chd=S05°59'14"E 138 22' S01°57'49"E 492.49' N88°02'11"E 60.00' S01°56'11"E 70.30' 8899' S0353'44E 5.00' 5.00' 80.00' S01°57'49"E EASEMENTFOR RIGHT-OF-WAY DB 7370PG 2484 (PARCEL37) EASEMENTFORRIGHT-OF-WAY DB 7370PG 2484(PARCEL39) N/FST.LOUISCOUNTY D.B.7277,PG.183 N/FST LOUISCOUNTY DB 7344PG 580 N/FST LOUIS COUNTY DB 7308PG 121 N/FST LOUISCOUNTY N/F ST. LOUIS COUNTY D.B. 7343, PG. 1464 N/F ST. LOUIS COUNTY D.B. 7308, PG. 417 EASEMENT FOR RIGHT-OF-WAY D.B. 7370, PG. 2484 (PARCEL 58-59C) E A S E M E N T F O R R I GH TO FW A Y D B 7 3 7 0 P G 2 4 8 4 ( P A R C EL 5 85 9 E ) ORIGINALBAXTERROAD (40WIDE)(PUBLIC) PB F PG 50 8896 S004032"E 80+96.39 PC 78+00 79+00 80+00 81+00 82+00 83+00 M CTA ENILH ATS 00+38. 00 PL OF LOTS 6 & 7 OF BAXTER ACRES BOUNDARY ADJUSTMENT PLAT OF PART P.B. 361, PG. 129 P.B. 166, PG. 6 COUNTRY CREEK REDSAND COURT EX. R/W EX. R/W PL LP PL L P EX. R/W NO TAKINGS LOC.# 22R240717 111 COUNTRY CREEK COURT D.B. 16018, PG. 2096 SHAWN CARNEY H/W PAULA CARNEY & N/F 94 NO TAKINGS LOC.# 22R240616 107 COUNTRY CREEK COURT D.B. 17043, PG. 2935 CYNTHIA R. CLARK H/W CHRISTOPHER E. CLARK & N/F 93 NO TAKINGS LOC.# 22R240708 104 COUNTRY CREEK COURT D.B. 9144, PG. 3 NUZHAT NISAR H/W QASIM M. BAJWA & N/F 92 95 REM AREA 0.30 ACRES T.S.C.L. = 200 S.F. P.R.I.M.U.S.S.E. = 160 S.F. AREA 0.30 ACRES LOC.# 22R240625 405 STEPHANIE LANE D.B. 20806, PG. 821 VICTORIA B. MIKES N/F 61 REM AREA 0.32 ACRES T.S.C.L. = 222 S.F. P.R.I.M.U.S.S.E. = 312 S.F. AREA 0.32 ACRES LOC.# 22R240726 403 STEPHANIE LANE D.B. 12589, PG. 12589 MARTHA A. O'BRIEN SAMUEL Z. SCHNEIDER & N/F NO TAKINGS LOC.# 22R241110 401 STEPHANIE LANE D.B. 7273, PG. 1920 BARBARA ANN MURPHY N/F 63 NO TAKINGS LOC.# 22R241129 4 REDSAND COURT D.B. 20499 PG. 641 D.B. 7691, PG. 1251 & PAULETTE J. MOORE H/W LAWRENCE J. MOORE & N/F 64 NO TAKINGS LOC.# 22R240588 3 REDSAND COURT D.B. 17738 PG. 4123 MARSHA A. BROWN N/F 65 PL LP PL PL L P PL (SHEET 15 OF 21) RIGHT-OF-WAY DETAILS PRIMUSSE TSCL 66 SCALE 60 40 20 0 (PB 7370 PG 2484) DRAINAGE EASEMENT (PB 7308 PG 417) DRAINAGE EASEMENT (PB 7370 PG 2484) DRAINAGE EASEMENT (PB 7343 PG 1464) DRAINAGE EASEMENT 62 60 SHEET 14 SEE RIGHT-OF-WAY DETAILS SHEET 14 SEE RIGHT-OF-WAY DETAILS SHEET 16 SEE RIGHT-OF-WAY DETAILS M A T C H L I N E S T A 78 + 00 0 0 TSCL PRIMUSSE TSCL PRIMUSSE (PB 7344 PG 580) DRAINAGE EASEMENT 201 OF44 BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 LOT 7 LOT 6 LOT 5 LOT 4 (PB 166 PG 6) FUTURE ROADWAY COUNTY FOR TO ST. LOUIS 13' WIDE EASEMENT P.B. 166, PG. 6 COUNTRY CREEK 202 OF 45

MANDUTILITIES(PB96PG2) 50ANCHESTERFORSEWERS 'EASEMENTTOCITYOF

S281-D(HEIDEMAN)FOUND IRON RODW/CAP W/CAP SETIRONROD SET CROSS IN CONC. CHANNEL VIEW OBSTRUCTEDCORNER NOT SET; W/CAP SETIRONROD 4084'CHL=L4084' = 92493'R= S35°32'37"ECHB= 2584 ' N89°35'59"E 1869'CHL= 1869L 88841' R S33°00'44"E CHB 4395CHL 4395L= 88841' R S305932"ECHB= 30.00' S15°11'21"E 38.51' S17°28'45"E R=984.93' L=806.78' Chd=S40°18'48"E 784.41' S44°28'00"E 50.54' S29°31'11"E S43° 37' 04" W 26 02' 4S11°49'34"W 0.00'(R&S) 11. 27'(R&S) 28. 31' S78°10'26"E S43°01'11"E 63.27' 210.82'CHL=L211.29' = 918.93'R= S43°35'36"ECHB= Chd=S45°54'11"E 567.83' R=924.93' L=577.15'(S) BAXTER (60'W) ROAD (PUBLIC PER D.B. 7315, PG. 1043) ST. LOUIS COUNTY PROJ. 77BI-8 500 N66°09'35"E 9379CHL 9383L 98993 R N26°3320"W CHB 9178'CHL9182'L 98493 R N263039"W CHB L5136' L6277' N/FST.LOUISCOUNTY DB.7283,PG.1618 N/F STLOUISCOUNTY DB.7315PG.1043 EASEMENTFORRIGHT-OF-WAY D.B.7370,PG.2484 (PARCEL58-59E) N/FSTLOUISCOUNTY DB 7318,PG 787 FORMERBAXTERROAD(40'WIDE) VACATEDBYCITYOFMANCHESTER ORDINANCE#04-1538RECORDED INP.B.353,PG.133 34N 73 04 E 36 '10 N/FSTLOUISCOUNTY DB 7318,PG 791 CURVE7 83+00 84+00 85+00 86+00 87+00 88+00 M ATCHLINE STA. 83+00.00 M ENILHCTA ATS 00+88. 00. BAXTER ACRES PLAT NO. 3 P.B. 96, PG. 2 HEIGHTS CONDOMINIUM PHASE #1 OF BAXTER P.B. 254, PG. 87 P.B. 166, PG. 10 SPRINGWOOD PLAT TWO REM AREA 0.09 ACRES T.S.C.L. = 241 S.F. AREA 0.09 ACRES LOC.# 22R241091 184 BAXTER COMMONS DRIVE D.B. 18187, PG. 3516 HOMEOWNERS' ASSOCIATION VILLAS AT BAXTER COMMONS N/F REM AREA 0.10 ACRES T.S.C.L. = 239 S.F. AREA 0.10 ACRES LOC.# 22R240937 180 BAXTER COMMONS DR. D.B. 18785 PG. 558 CHRISTINE W. WILLIAMS N/F 67 68 REM AREA 0.39 ACRES T.S.C.L. = 4518 S.F. AREA 0.39 ACRES LOC.# 22R241101 147 BAXTER COMMONS DRIVE D.B. 18187, PG. 3516 HOMEOWNERS' ASSOCIATION VILLAS AT BAXTER COMMONS N/F 69 EXR/W EX. R/W EX R/W B(PRIVATEPERP.B.357PG.37) AXTERCOMMONS(24'W)DRIVE L P L P L P L P L P L P PL PL L P L P L P L P PL LP L P L P PL NO TAKINGS LOC.# 22R240827 2 REDSAND COURT D.B. 20879 PG. 459 KIMBERLY ANN MEIER, TRS. ERIC G. MEIER & N/F 66 REM AREA 2.38 ACRES T.S.C.L. = 464 S.F. AREA 2.38 ACRES LOC.# 22R240643 122 SPRING LEIGH COURT D.B. 21850, PG. 219 BARBARA SCHNARR H/W JAMES E. SCHNARR, JR. & N/F 91 NO TAKINGS #154-166 BAXTER HEIGHTS COURT VARIOUS (CONDOMINIUMS) N/F 90 NO TAKINGS #170-178 BAXTER HEIGHTS COURT VARIOUS (CONDOMINIUMS) N/F 89 TSCL TSCL (SHEET 16 OF 21) RIGHT-OF-WAY DETAILS GRAND GLAIZECREEK SCALE 60 40 20 0

(PB 96 PG 2) 5' ROADWAY EASEMENT (PB 12849 PG 2507) EASEMENT TELEPHONE (PB 357 PG 37) UTILITY EASEMENT (PB 16384 PG 2811) SIGHT DISTANCE EASEMENT (PB 357 PG 37) EASEMENT (PB 96 PG 2) 10' EASEMENT (PB 5051 PG 486) 10' TELEPHONE EASEMENT (PB 5051 PG 493) ROADWAY EASEMENT CITY OF MANCHESTER (PB 7318 PG 787) DRAINAGE EASEMENT (PB 7318 PG 787) DRAINAGE EASEMENT (PB 7370 PG 2484) DRAINAGE EASEMENT (PB 166 PG 6) FUTURE ROADWAY COUNTY FOR TO ST. LOUIS 13' WIDE EASEMENT EASEMENT (PB 357 PG 37) PARKING AND UTILITY EX.R/W SHEET SEE THIS 69 TSCL TSCL TSCL 201 OF45 VILLAS AT BAXTER COMMONS P.B. 60, PG. 24 GROUND COMMON GROUND COMMON LOT 1 LOT 1223 HEIGHTS CONDOMINIUM PHASE #3 OF BAXTER P.B. 260, PG. 16 202 OF 46

L(S78°10'26"E0.18')

VFORMERBAXTERROAD(40'WIDE) OACATEDBYCITYOFMANCHESTER RDINANCE#04-1538RECORDED INP.B.353,PG.133

(PRIVATEPERP.B.357PG.37) BAXTERCOMMONS(24'W)DRIVE

M ATC HLINE STA. 88+00.00 M TA C H NIL E S T A 39 + 2 5 0. 0 P.B. 266, PG. 87 HEIGHTS CONDOMINIUM PHASE #6 OF BAXTER P.B. 254, PG. 87 HEIGHTS CONDOMINIUM PHASE #1 OF BAXTER THE JEHOVAHS WITNESSES MANCHESTER CONGREGATION OF P.B. 223, PG. 14 VILLASATBAXTERCOMMONS P.B.60,PG.24 69 EX R/W EX. R/W PL PL PL PL PL NO TAKINGS #108-124 BAXTER HEIGHTS COURT VARIOUS (CONDOMINIUMS) N/F 87 NO TAKINGS #170-178 BAXTER HEIGHTS COURT VARIOUS (CONDOMINIUMS) N/F 88 NO TAKINGS LOC.# 22R220641 115 BAXTER ROAD D.B. 7637, PG. 2147 OF JEHOVAH'S WITNESSES THE MANCHESTER CONGREGATION N/F 86 TSCL (SHEET 17 OF 21) RIGHT-OF-WAY DETAILS TSCL ANDUTILITIES(PB96PG2) MANCHESTERFORSEWERS 50'EASEMENTTOVILLAGEOF EASEMENT (PB 357 PG 37) PARKING AND UTILITY (PB 7315 PG 1043) DRAINAGE EASEMENT PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL SCALE 60 40 20 0 PL

69 SHEET 16 SEE RIGHT-OF-WAY DETAILS SHEET 16 SEE RIGHT-OF-WAY DETAILS 201 OF46 GROUND COMMON 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 25163' N63°46'45"W 4131' N63°46'45"W 43138'CHL=L435.39' = 92493' R S50°17'38"E CHB 2.50' S39°49'11"W PKNAIL FOUNDOLD F(N85°36'35"E146') OUNDOLDIRONPIPE FOUNDIRONROD W/BROKENCAP

FOUNDBROKEN 22921' S63°46'45"E CHL=218.19' L=218.70' R=921.43' CHB=S56°58'47"E BAXTER (60'W) ROAD (PUBLIC PER D.B. 7315, PG. 1043) ST. LOUIS COUNTY PROJ. 77BI-8 N 2 6 1 3 1 5 E 60 0 0 Chd=S45°54'11"E 567 83' N 3 2 4 8 1 5 E 8 8 5 S63°46'45"E 380 33'(S) R=924 93' L=577.15'(S) 210.82'CHL=L21129' = 91893'R= S43°35'36"ECHB= S63°46'45"E 380 33'(S) 15 D R AINAG E EASEM EN T TO ST LO U I S C O U N TY D B 7315 PG 1043 VAC ATED BY D B 18806 PG 2538 N O TE:TH I S EASEM EN T I S SH O W N AS TO BE VAC ATED "O N P B 357 PG 37; HO W EVER NO R EC O R D O F ANY SU C H EASEM EN T VAC ATI O N W AS FO UND BY TH E SU R VE YO R N/F STLOUISCOUNTY DB 7315PG 1043

C(0.80'SEONR-O-WLINE) ONC.MONUMENT

91 + 26 65 PT 88+00 89+00 90+00 91+00 92+00 93+00 37967'(R) L14904(R)L14842(S) 37967'(R) 202 OF 47

ANDUTILITIES(PB96PG2) MANCHESTERFORSEWERS 50'EASEMENTTOVILLAGEOF

VFORMERBAXTERROAD(40'WIDE) OACATEDBYCITYOFMANCHESTER RDINANCE#04-1538RECORDED INP.B.353,PG 133

DEASEMENTFORRIGHT-OF-WAY .B.7370,PG.2484(PARCEL63)

FOUNDHOMEMADE CONC.MONUMENT

FCONC.MONUMENT OUNDHOMEMADE

FOUNDCONC. MONUMENT

(S19°09'44"E1.53') 41 38 1 5 1 5 FOUNDOLDIRONPIPE(S29°13'47"W0.30') F(N55°58'51"E0.26') OUNDOLDIRONPIPE (N37°57'16"W134') FOUNDOLDIRONPIPE FOUNDBROKEN CONC.MONUMENT (N45°28'35"W0.87') FOUNDBROKEN CONC MONUMENT FOUND OLD IRON ROD 15774' S45°12'51"E 9193CHL9196'L 98993 R S56°0111E CHB 13219' S60°30'54"E 9098' S63°46'45"E 10048'CHL 10052L= 98693R= S60°5141"ECHB= 8899' S63°46'45"E 5279 S63°46'45E 1646' N28°1558"E 1948'S03°16'17"E R 924 93' L=302 15' Chd=S54°25'15"E 300 80' N 2 6 1 3 15 E 6 0 0 0 N44 °56 15 E 60 00 R=984.93' L=321 75' Chd=S54°25'15"E 320 32' S45°03'45"E 60.35' S45°03'45"E 67 40'(R&S) S63°46'45"E 380 33'(S) 1464'CHL1464'L 98993' R S52°5606"E CHB 112.62'CHL=L11268' = 98993'R= S48°19'24"ECHB= 5.00' N44°56'15"E 2120' S45°03'45"E 2.82' 1000' BAXTER (60'W) ROAD (PUBLIC PER D.B. 7315, PG. 1043) ST. LOUIS COUNTY PROJ. 77BI-8 S63°46'45"E 380 33'(S) 16.04' S89°19'45"W 18.72' N89°19'45"E 14.03' S45°12'51"E 5294' S63°47'33"E 296' S63°47'33"E CHL=9.33' L=9.36' R=30.00' CHB=N01°07'12"W S00°42' 55"E 215 54' L10119'(S) L10123'(R)L=10085(R) L=3.81'(R)L=4.62'(S)

5'STRIPFORWIDENING-PB60PG.24 N/FST.LOUISCOUNTY D.B.7308,PG.233 N/F STLOUISCOUNTY DB 7315PG.1043 1059'CHL 1061L 5400 R N02°1140"E CHB L7679' = CURVE8 95 + 06 98 PC 81+98 93 TP 94+00 95+00 96+00 97+00 98+00 M ATC HLINE STA. 98+50.00 M TA C H IL N E S T A 93 + 25 0 0 P.B. 60, PG. 24 ELANNCHESTER EX R/W EX R/W PL PL PL LP L P L P L P PL ELANNCHESTERDRIVE REM AREA 0.24 ACRES T.S.C.L. = 1194 S.F. P.R.I.M.U.S.S.E. = 386 S.F. AREA 0.24 ACRES LOC.# 22R310722 112 BAXTER COMMONS DRIVE D.B. 18187, PG. 3516 HOMEOWNERS' ASSOCIATION VILLAS AT BAXTER COMMONS N/F 70 86 NO TAKINGS LOC.# 22R310153 2 ELANNCHESTER DRIVE D.B. 12851, PG. 1488 BETTY STAPF N/F 85 NO TAKINGS LOC.# 22R310612 1 ELANNCHESTER DRIVE D.B. 16346, PG. 1506 TIMOTHY E. KOEHLER N/F 84 REM AREA 1.00 ACRES T.S.C.L. = 1218 S.F. P.R.I.M.U.S.S.E. = 404 S.F. AREA 1.00 ACRES LOC.# 22R310713 311 BRIGHTSAND COURT D.B. 16506, PG. 2674 MICHAEL W. GOEWERT JO ANN TIEKEN & N/F 71 TSCL TSCL (SHEET 18 OF 21) RIGHT-OF-WAY DETAILS

(PB 7405 PG 1749) SEWER EASEMENT (PB 93 PG 32) 20' EASEMENT (PB 7602 PG 2072) SEWER EASEMENT (PB 7330 PG 2439) DRAINAGE EASEMENT (PB 7308 PG 233) DRAINAGE EASEMENT AND UTILITIES (PB 96 PG 2) MANCHESTER FOR SEWERS 50' EASEMENT TO VILLAGE OF TSCL PRIMUSSE PL EX.R/W EX.R/W SCALE 60 40 20 0 69 SHEET 17 SEE RIGHT-OF-WAY DETAILS SHEET 16 DETAILS SEE RIGHT-OF-WAY PRIMUSSE PRIMUSSE PRIMUSSE TSCL 201 OF47 REM AREA 0.63 ACRES T.S.C.L. = 1412 S.F. P.R.I.M.U.S.S.E. = 1102 S.F. AREA 0.63 ACRES LOC.# 22R310191 309 BRIGHTSAND COURT D.B. 18504, PG. 1622 ROBERT W. JONES N/F 72 P.B. 96, PG. 2 BAXTER ACRES PLAT NO. 3 LOT 21 P.B. 93, PG. 32 PLAT NO. 2 BAXTER ACRES AMENDED LOT 307 LOT 308 GROUND COMMON 202 OF 48

(ALONGR-O-W) 0.15'WESTFIRONROD OUNDOLD1"

ELANNCHESTERDRIVE

FOUNDIRONRODW/CAP LC2009001156(MINNICK) (N82°29'36"W 0.86')

MANDUTILITIES(PB93PG32) 5ANCHESTERFORSEWERS 0'EASEMENTTOVILLAGEOF

FOUNDOLDIRONROD(N04°55'11"E0.22')

FOUNDOLDIRONROD (N16°10'35"W 0.27')

FOUNDIRONRODW/CAP LC2009001156(MINNICK) (S41°48'14"W 0.41')

FCONC.MONUMENT OUNDBROKEN

(0.20'SONR-O-W LINE)

SETIRONRODW/CAP W/ CAP SET IRON ROD SINSIDEWALK ETCROSS SET IRON ROD W/ CAP SET IRON ROD W/ CAP 8887'CHLL8890' 90743'R= S52°2946"ECHB= 242.30' S46°18'41"E 237.19' S46°18'41"E BAXTER(WIDTHVARIES)ROAD (PUBLIC) ST LOUISCOUNTYPROJ77BI-8 R=992.43' L=176 47' Chd=S50°12'31"E 176 24' S52°48'47"E 79.71' S46°18'41"E 351.82' S34°41 50"W 2. 50 (R&S) (R&S) 20 89' N45°06'52"W S43°56'43"E 226 85'(R&S) 6 0 0 8 ( R & S ) S 4 4 15 1 3 W R=917.43' L=79 74'(R&S) S89°56'35"E 42. 47'(R&S) 4S05°16'16"E 2.34'(S) S69°27'46"E 137.94' S45°56'37"E 50.01' 3904' S45°0345E 40.86' S46°18'41"E 282' N 4 4 56 3 5 E 10.00' 10.00' N 4 4 56 3 E 5.00' 6.00' S45 03'45 E 67 40 (R&S) 80.02' S46°18'41"E N/FSTLOUISCOUNTY DB 7325PG 547 N/FST LOUISCOUNTY DB 7310PG 1580 N/FST LOUISCOUNTY DB 7287PG 1860 N/FST LOUISCOUNTY-DB 7274PG 634 ORIGINALBAXTERROAD (40WIDE)(PUBLIC) PB F PG 50 5'STRIPFORWIDENING-PB 60PG 24 N/FST LOUISCOUNTY -DB 7330PG 2439 1 0 2 + 5 9 4 6 P C 99+00 100+00 101+00 102+00 103+00 104+00 9°27' 6 E M A T C H L I N E S T A 9 8 + 5 0 0 0 M TA C H NIL E S T A 1 0 4 + 0 0 0 0 P.B. 93, PG. 32 PLAT NO. 2 BAXTER

BELLE VALLEE SUBD. P.B. 126, PG. 10

ACRES AMENDED

S P R I N G M E A D O W S D R I V E PL PL L P PL PL PL L P L P EX. R/W EX R/W EX R/W EX R/W SHEET 18 SEE RIGHT-OF-WAY DETAILS 84 NO TAKINGS LOC.# 22R310584 23 ELANNCHESTER DRIVE D.B. 21154, PG. 159 RACHAEL KUHN, J/T MICHAEL D. GEBHART & N/F 83 NO TAKINGS LOC.# 22R310603 151 BAXTER ROAD D.B. 17357, PG. 2624 CITY OF MANCHESTER N/F 82 REM AREA 15.23 ACRES T.S.C.L. = 8402 S.F. P.R.I.M.U.S.S.E. = 2794 S.F. AREA 15.23 ACRES LOC.# 22R320466 401 LAFAYETTE CENTER D.B. 6968, PGS. 43 & 45 CAPLACO SIX, INC. N/F 76 REM AREA 0.75 ACRES T.S.C.L. = 1199 S.F. P.R.I.M.U.S.S.E. = 1405 S.F. AREA 0.75 ACRES LOC.# 22R310575 301 SPRING MEADOWS DRIVE D.B. 7850, PG. 1914 CITY OF MANCHESTER N/F 75 REM AREA 0.42 ACRES P.R.I.M.U.S.S.E. = 800 S.F. AREA 0.42 ACRES LOC.# 22R310162 305 BRIGHTSAND COURT D.B. 12145, PG. 1571 DAVID K. WALTERS N/F 74 REM AREA = 0.43 ACRES P.R.I.M.U.S.S.E. = 799 S.F. AREA 0.43 ACRES LOC.# 22R310593 307 BRIGHTSAND COURT D.B. 13132, PG. 2288 DENISE WUNNENBERG H/W PAUL WUNNENBERG & N/F 73 TSCL TSCL PRIMUSSE (SHEET 19 OF 21) RIGHT-OF-WAY DETAILS E X R / W E X R / W (PB 7330 PG 2439) DRAINAGE EASEMENT TO MSD (PB 8851 PG 2031) 10' GAS EASEMENT (PB 11105 PG 2054) EASEMENT 10' SEWER (PB 8851 PG 2028) 10' GAS EASEMENT (DB 11105 PG 2060) 10' SEWER EASEMENT (PB 8825 PG 1853) 10' GAS EASEMENT (DB 23169 PG 271) 10' WATER EASEMENT (PB 22952 PG 2789) 25' GAS EASEMENT AND UTILITIES (PB 93 PG 32) MANCHESTER FOR SEWERS EASEMENT TO VILLAGE OF (PB 11257 PG 558) 10' SEWER EASEMENT

EX.R/W EX.R/W SCALE 60 40 20 0 PL D.B. 7325, PG. 547 DRAINAGE EASEMENT PRIMUSSE PRIMUSSE PRIMUSSE 201 OF48 LOT 309 LOT 310 LOT 313 202 OF 49

RT.LOUISCOUNTY IGHT-OF-WAYTO

SD.B.8107,PG.28

FW/CAPLS14-D(CLAYTON) OUNDIRONPIPE

FORMERLAFAYETTECENTER(50'WIDE) VACATEDBYCITYOFMANCHESTER ORDINANCE#83-061RECORDED IND.B.7563,PG.6

NOTE:WEST20FEETOFVACATEDAREA CONVEYEDTOPREVIOUSOWNEROF EASTERNADJOINERBYD.B.7575PG.1442

VFORMERBAXTERROAD(40'WIDE) OACATEDBYCITYOFMANCHESTER RDINANCE#83-061RECORDED IND.B.7563,PG.6

FOUND CROSS IN SIDEWALK IN SIDEWALK FOUND CROSS

1 0 7 0 1 0 6 3 FOUNDCROSSINCURB (N66°34'49"W0.21') FOUND IRON ROD W/CAP (ILLEGIBLE #) (TECHNIPLAN) (S35°32'05"W 2.55') 1451' 16019'(R&S) 6620(R&S) IRON PIPE FOUND BENT FOUND CROSS IN SIDEWALK N13°35'00"W 0.14' SET SURVEY NAIL MARKER W/CAP SETIRONROD SET IRON ROD W/ CAP SET IRON ROD W/ CAP SET IRON ROD W/ CAP SET IRON ROD WITH CAP SCONC.CHANNEL ETCROSSIN W/ CAP SET IRON ROD 5.00' N34°41'50"E 9.89' S23°25'11"W 33392 S64°54'08E 20363CHL20407'L 90243 R S6146'52"E CHB BAXTER (86'W) ROAD (PUBLIC PER D.B. 7370, PG. 2484) ST. LOUIS COUNTY PROJ. 77BI-8 N 2 3 2 5 1 1 E 8 6 0 0 N 2 3 2 5 1 1 E 86 0 0 R 9 9 7 93 L 2 0 44 C h d S 6 5 5 9 ' 3 7 E 2 0 4 4 N89 17 09 E 0 34 S45°05'14"E 0. 78' N 3 4 4 1 5 0 E 7 5 0 0 R=994.93' L=54.75' S60°56'30"E 179 21' S66°34'49 E 226 39' S60 31 40"E 119 80 (S) S34°41'50"W 2. 50'(R&S) S66 30'54"E 62 01'(R&S) (21.27' R&S) S22°01'41"E S66°34'49 E 65 86 (R&S) 21 05' (R&S)N67°59'36"E N 2 2 31 1 9 E 66 40 ( R 66) 3 4 ( S ) S67°2841"E6857'(R&S) R=911 93' L=179.50'(R&S) 5N34°41'50"E 50'(R&S) S66 34'49"E 68 59'(S) 54 74' Chd=S56°52'45"E R=759.20' L=250.97'(R) L=251.14'(S) Chd=S57°06'14"E 249.99' S 45 05 14 E L5508'(R) R 99493'(R) 0 21 ( R) EASEMENTFORRIGHT-OF-WAY DB 7370,PG 2484(PARCEL28) R I GH TO FW AY D DE I C A T I O N T O C I T Y O F M AN C H E S T RE P B 288 P G 35 EASEMENTFORRIGHT-OF-WAY DB 7370PG 2484(PARCEL28)

L(S72°09'06"E0.80') WEANINGSOUTH /CAP(BLANK) FOUNDIRONPIPE

N/F ST. LOUIS COUNTY D.B. 7325, PG. 547 4000'RT 104+8369 4018RT 104+8342 4000RT 104+8268 CURVE9 1 0 6 + 1 8 0 9 P T 1 08 + 4 4 4 8 P C 104+00 105+00 106+00 107+00 108+00 109+00 M AT C H LIN E S T A 104 + 00 00 M A T C H L I N E S T A 10 9 + 5 0 00 NO TAKINGS LOC# 22R320457 405 BAXTER ROAD D.B. 6968 PG. 45 CAPLACO SIX, INC. N/F NO TAKINGS LOC.# 22R310676 111 BAXTER SHOPS STREET D.B. 11830, PG. 1660 SHER CARE CORPORATION SHER PROPERTIES, L.L.C. & N/F NO TAKINGS LOC.# 22R310621 100 BAXTER ROAD D.B. 17652, PG. 26 CORPORATION SHER CARE N/F BAXTER COMMONS P.B. 350, PG. 56 76 77 80 81 82 LAFAYETTECENTER EX. R/W EX. R/W EX R/W PL PL PL PL PL TSCL (SHEET 20 OF 21) RIGHT-OF-WAY DETAILS EX.R/W EX R/W SCALE 60 40 20 0 (PB 7370 PG 2484) DRAINAGE EASEMENT TO MSD AND UTILITIES (PB 93 PG 32) MANCHESTER FOR SEWERS EASEMENT TO VILLAGE OF (PB 7370 PG 2484) DRAINAGE EASEMENT TO MSD (PB 3730 PG 296) 20' SEWER EASEMENT TO MSD (PB 17652 PG 26) TO SAINT LOUIS COUNTY TRAFFIC SIGNAL EASEMENT (PB 8107 PG 28) TO SAINT LOUIS COUNTY TRAFFIC SIGNAL EASEMENT (PB 17652 PG 26) TO SAINT LOUIS COUNTY TRAFFIC SIGNAL EASEMENT (PB 17652 PG 26) TO SAINT LOUIS COUNTY SIGHT DISTANCE EASEMENT (PB 7370 PG 2484) DRAINAGE EASEMENT TO MSD XE R / W XE R / W EX. R/W EX. R/W (PB 11257 PG 568) 10' DRAINAGE EASEMENT TO MSD PRIMUSSE SHEET 19 SEE RIGHT-OF-WAY DETAILS SHEET 19 SEE RIGHT-OF-WAY DETAILS 201 OF49 P.B. 93, PG. 32 PLAT NO. 2 BAXTER ACRES AMENDED 202 OF 50

12084 NAVD88(SLC2011A)

NORTHWEST CORNER; 40 FEET EAST OF BAXTER ROAD AND 40 "L" ON TOP OF THE WEST BRICK ENTRANCE MARKER ON THE

FEET NORTH OF THE CENTERLINE OF HILL TRAIL DRIVE.

BRIDGE #3-127 ALONG BAXTER ROAD OVER GRAND GLAIZE "L" ON THE SOUTHEAST CORNER OF SOUTH HEADWALL OF S 12087 NAVD88(SLC2011A) ELEV = 540.76 FT U

CHAIN LINK FENCE, AND 170 FEET NORTH OF CENTERLINE ROAD, 1 FEET EAST OF BACK OF SIDEWALK NEAR SOUTH END OF CREEK; ROUGHLY 28 FEET EAST OF CENTERLINE OF BAXTER

BAXTER COMMONS DRIVE.

CLAYTON ROAD ONTO NORTHBOUND BAXTER ROAD. ROAD, AND SOUTH OF THE RIGHT TURN LANE FROM WESTBOUND ISLAND SITUATED NORTH OF CLAYTON ROAD, EAST OF BAXTER BASE FOR TRAFFIC SIGNAL MAST SITUATED IN A TRAFFIC CUT TRIANGLE ON TOP OF THE SOUTH SIDE OF A CONCRETE S 12308 NAVD88(SLC2011A) ELEV = 667.96 FT U

12314 NAVD88(SLC2011A) ELEV = 617.28 FT US

THE INTERSECTION OF BAXTER ROAD FROM THE NORTH AND LANES OF BAXTER ROAD AND IN THE NORTHEAST PORTION OF TRAIL DRIVE WITHIN AND BETWEEN THE NORTHBOUND PAVEMENT SITUATED WEST OF PROPERTY ADDRESSED AS #244 CEDAR OF TRAFFIC SIGNAL MAST WITHIN A CONCRETE TRAFFIC ISLAND CUT TRIANGLE ON THE TOP WEST SIDE OF THE CONCRETE BASE

FROM THE SOUTHEAST WITH HOLLOWAY ROAD FROM THE SOUTH.

THE CENTERLINE OF BAXTER ROAD FROM THE SOUTHEAST. THE CENTERLINE OF HOLLOWAY ROAD AND 30 FEET NORTH OF ROUGHLY 25 FEET EAST OF THE NORTHERLY PROJECTION OF CONTROLLING NORTHBOUND TRAFFIC ALONG HOLLOWAY ROAD, BENCHMARK IS SITUATED ON THE BASE OF TRAFFIC SIGNALS

12321 NAVD88(SLC2011A) ELEV = 644.40 FT US

CUT "L" ON THE NORTHWEST CORNER OF A CONCRETE SLAB

OF LOT 48 IN "COUNTRY GREEN" (PLAT BOOK 128 PG. 10) WHICH ROAD NEAR THE SOUTHEAST CORNER OF COMMON GROUND SOUTH OF TWO PLACES WHERE GREENMORE DRIVE INTERSECTS BAXTER THE CENTERLINE OF GREENMORE DRIVE AT THE SOUTHERNMOST OF THE CENTERLINE OF BAXTER ROAD AND 38 FEET NORTH OF ALONG THE WEST EDGE OF SIDEWALK; ROUGHLY 32 FEET WEST

COMMON GROUND IS ADDRESSED #215 GREENMORE DRIVE.

12322 NAVD88(SLC2011A) ELEV = 542.92 FT US

CUT "U" ON SOUTHWEST CORNER OF THE WESTERN HEADWALL

AND 56 FEET SOUTH OF THE NORTHWEST CORNER OF THE DRIVE, 29 FEET WEST OF THE CENTERLINE OF BAXTER ROAD CENTERLINE OF THE EASTBOUND LANES OF CLEAR MEADOWS THE WALL. BENCHMARK IS ROUGHLY 178 FEET SOUTH OF THE SIDEWALK AND HAS A CHAIN LINK FENCE ALONG THE TOP OF WHICH HEADWALL FORMS A CURB ALONG THE WEST FACE OF CORNER OF PROPERTY ADDRESSED #100 CLEAR MEADOWS DRIVE, FOR BOX CULVERT UNDER BAXTER ROAD NEAR THE SOUTHEAST

HEADWALL.

12323 NAVD88(SLC2011A) ELEV = 521.73 FT US

CUT "L" ON SOUTHWEST CORNER OF CONCRETE PAD FOR BASE

ROAD. ROAD, AND 19 FEET NORTHEAST OF THE BACK OF SIDEWALK MEADOWS DRIVE, 60 FEET NORTHEAST OF CENTERLINE BAXTER DRIVE, ROUGHLY 28 FEET NORTHWEST OF CENTERLINE SPRING OF "BAXTER ACRES PARK" SIGN AT #301 SPRING MEADOWS

COORDINATE POINTS 51OF 201 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS ALONG BAXTER

ELEV = 648.44 FT US ROAD AND SULPHUR SPRINGS ROAD. AND 50 FEET NORTH OF THE INTERSECTION OF MANCHESTER GLAIZE CREEK 5 FEET LOWER THAN PAVEMENT; 128 FEET EAST OF NORTH HEADWALL ALONG MANCHESTER ROAD AT GRAND "STANDARD TABLET" STAMPED 31A GEU 1975 SET IN EAST END 12001 NAVD88(SLC2011A) ELEV = 515.87 FT US PROJECT BENCHMARKS COORDINATE POINTS SHEET NO. STATION LOCATION NORTHING (FEET) EASTING (FEET) DESCRIPTION 10+00.000 BAXTER ROAD 34322.240 27317.827 POT - BAXTER ROAD BAXTER ROAD BEGIN CONSTRUCTION 16+82.249 BAXTER ROAD 33710.818 27620.524 PC - CURVE 1 19+10.313 BAXTER ROAD 33506.429 27721.710 PI - CURVE 1 21+29.989 BAXTER ROAD 33278.375 27719.617 PT - CURVE 1 31+09.318 BAXTER ROAD 32299.087 27710.629 39+30.545 BAXTER ROAD 31781.601 28348.297 PC - CURVE 2 40+87.822 BAXTER ROAD 31682.494 28470.421 PI - CURVE 2 42+38.244 BAXTER ROAD 31536.363 28528.576 PT - CURVE 2 50+46.956 BAXTER ROAD 30784.899 28827.437 PC - CURVE 3 51+11.701 BAXTER ROAD 30724.738 28851.363 PI - CURVE 3 51+76.235 BAXTER ROAD 30668.496 28883.436 PCC - CURVE 3/CURVE 4 52+59.378 BAXTER ROAD 30596.272 28924.624 PI - CURVE 4 53+34.581 BAXTER ROAD 30571.767 29004.074 PT - CURVE 4 61+35.435 BAXTER ROAD 30335.734 29769.355 PC - CURVE 5 61+75.676 BAXTER ROAD 30323.874 29807.809 PI - CURVE 5 62+12.854 BAXTER ROAD 30290.626 29830.478 PT - CURVE 5 70+26.475 BAXTER ROAD 29618.387 30288.818 70+79.215 BAXTER ROAD 29571.719 30313.386 PC - CURVE 6 72+43.638 BAXTER ROAD 29426.228 30389.982 PI - CURVE 6 74+02.459 BAXTER ROAD 29261.897 30395.450 PT - CURVE 6 80+96.393 BAXTER ROAD 28568.370 30419.229 PC - CURVE 7 86+68.082 BAXTER ROAD 27997.016 30438.819 PI - CURVE 7 91+26.652 BAXTER ROAD 27744.426 30951.681 PT - CURVE 7 95+06.982 BAXTER ROAD 27576.385 31292.875 PC - CURVE 8 96+64.357 BAXTER ROAD 27506.852 31434.055 PI - CURVE 8 98+18.928 BAXTER ROAD 27395.692 31545.457 PT - CURVE 8 102+59.462 BAXTER ROAD 27084.528 31857.302 PC - CURVE 9 104+40.914 BAXTER ROAD 26956.362 31985.748 PI - CURVE 9 106+18.091 BAXTER ROAD 26884.242 32152.251 PT - CURVE 9 108+44.484 BAXTER ROAD 26794.258 32359.994 PC - CURVE 10 111+33.847 BAXTER ROAD 26679.247 32625.519 PI - CURVE 10 113+94.486 BAXTER ROAD 26412.065 32736.628 PT - CURVE 10 BAXTER ROAD END CONSTRUCTION 114+89.026 BAXTER ROAD 26324.772 32772.929 POT - BAXTER ROAD 202 OF 52

10+00.00 POT STA 9+00 10+00 11+00 DI 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L REENGNE I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS BAXTER(82'W )RD C L AY T ON ( W I D T H VA R I E S ) R D O/S. 120.71 RT. STA. 11+32.57 BAXTER ROAD SHALL BE ADJUSTED TO MEET A.D.A. ACCESSIBILITY GUIDELINES. 4. ALL UTILITY APPURTENANCES LOCATED WITHIN SIDEWALKS CONSTRUCTED PER ST. LOUIS COUNTY STANDARDS. 3. CURB RAMPS AND DETECTABLE WARNING PANELS SHALL BE 5% IN ANY DIRECTION. INTERSECTIONS WHERE THE CROSS SLOPE SHALL NOT EXCEED (SLOPE 1.0% TO 2.0% MAX), EXCEPT AT SIGNALIZED 5 FT. WITH A CROSS SLOPE OF 1.5% (+/- 0.5%) IN ANY DIRECTION 2. CURB RAMP LANDINGS HAVE A MINIMUM SIZE OF 5 FT. BY GUTTER FLOWLINE. 1. ALL CURVE DATA SHOWN IS TO EDGE OF PAVEMENT OR GENERAL NOTES: DETAILS INTERSECTION WARPING EX. -1.1% EX2 0 % (TYP )1 5% L = 131.20' R = 90.00' T = 80.36' Δ = 63° 39' 43" ( TYP ) 10 SCALE 30 20 10 0 R 90 0 0 N 62 36 5 7 E R=9000' N20°5428"W 30.65' RT. 11+40.93 MATCH EX. A20 30.72' RT. 11+30.93 668.31 A19 30.75' RT. 11+29.80 668.29 A18 31.61' RT. 11+19.83 668.14 A17 33.57' RT. 11+10.03 668.00 A16 36.61' RT. 11+00.50 667.85 A15 40.69' RT. 10+91.37 667.70 A14 45.75' RT. 10+82.75 667.56 A13 51.74' RT. 10+74.74 667.41 A12 58.58' RT. 10+67.45 667.26 A11 60.07' RT. 10+66.06 667.24 A10 63.86' RT. 10+62.79 667.16 A9 66.19' RT. 10+60.96 667.12 A8 74.47' RT. 10+55.35 666.97 A7 83.32' RT. 10+50.70 666.82 A6 92.64' RT. 10+47.06 666.68 A5 102.30' RT. 10+44.47 666.53 A4 112.18' RT. 10+42.97 666.38 A3 120.28' RT. 10+42.20 666.23 A2 128.38' RT. 10+41.42 MATCH EX. A1 O/S. STA. ELEV. PT. A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 B1 B3 B2 B4 B5 B6 B8 B7 B9 B10 B11 B13 B12 B14 B15 C1 C3 C2 C4 C5 C6 C8 C7 C9 C11 C10 C12 C131 9 %1 9 % A2 47.29' RT. 10+32.20 MATCH EX. B15 42.29' RT. 10+32.18 MATCH EX. B14 36.06' RT. 10+32.15 MATCH EX. B13 36.05' RT. 10+34.15 B12 34.05' RT. 10+34.14 MATCH EX. B11 34.02' RT. 10+41.18 MATCH EX. B10 34.00' RT. 10+46.18 MATCH EX. B9 33.95' RT. 10+59.34 MATCH EX. B8 35.95' RT. 10+59.35 B7 37.47' RT. 10+60.66 MATCH EX. B6 47.01' RT. 10+50.90 MATCH EX. B5 50.80' RT. 10+47.64 MATCH EX. B4 67.97' RT. 10+36.03 MATCH EX. B3 67.01' RT. 10+34.28 B2 67.02' RT. 10+32.28 MATCH EX. B1 O/S. STA. ELEV. PT. A1 A20 10' 37.21' LT. 9+35.91 MATCH EX. C13 42.48' LT. 9+39.83 MATCH EX. C12 48.22' LT. 9+43.30 MATCH EX. C11 47.27' LT. 9+45.06 C10 47.46' LT. 9+47.05 MATCH EX. C9 22.83' LT. 9+49.50 MATCH EX. C8 22.63' LT. 9+47.51 C7 20.63' LT. 9+47.48 MATCH EX. C6 20.67' LT. 9+44.86 MATCH EX. C5 20.76' LT. 9+39.71 MATCH EX. C4 21.04' LT. 9+23.68 MATCH EX. C3 23.04' LT. 9+23.72 C2 24.66' LT. 9+22.55 MATCH EX. C1 O/S. STA. ELEV. PT. 52OF 201 5' 202 OF 53

28' 28.5' R = 70' (2 EACH) ISL-1 CUT THROUGH WITH CONFIGURATION CONSTRUCT NEW ISLAND R = 2' (TYP) B A X TE R R OAD CLAYTON ROAD (U.I.P.) PROJECT AR-1556 ST. LOUIS COUNTY CURB RAMP BUILT ON EX .R .O .W . EX.R.O.W. (SHEET 1 OF 30) CURB RAMP DETAILS RAMP DETAIL "A" (U.I.P.) EX. WATER LINE (U.I.P.) EX. WATER LINE (U.I.P.) EX. GAS LINE (U.I.P.) EX. TRAFFIC SIGNAL (U.I.P.) EX. TRAFFIC SIGNAL (U.I.P.) EX. GAS VALVE (U.I.P.) EX. BARRIER WALL (U.I.P.) EX. WATER VALVE (U.I.P.) EX. POWER POLE (U.I.P.) EX. GUY WIRE (U.I.P.) EX. MANHOLE EX 12" RC P (U.I.P.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK 53OF 201 SCALE 15 10 5 0 (U.I.P.) EX. PULL BOX ISLAND (T.B.R.) EX. CONCRETE (U.I.P.) EX. PULL BOX (T.B.R.) EX. TRUNCATED DOMES ISLAND (T.B.R.) EX. CONCRETE (U.I.P.) EX. CONCRETE ISLAND THESE PROVISIONS. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH MODIFICATIONS TO THE FORM WORK. TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE ENGINEER SHALL APPROVE FROM WORK FOR CURB RAMPS PRIOR AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS TO THE WORK AND NO DIRECT PAYMENT WILL BE MADE. ITEMS SHOWN ON THIS SHEET SHALL BE CONSIDERED INCIDENTAL ANY CLASS "A" EXCAVATION NECESSARY FOR REMOVE AND REPLACE SHALL BE MADE. CONSIDERED INCIDENTAL TO THE WORK. NO DIRECT PAYMENTS SIDEWALK AND REMOVAL/REPLACEMENT ITEMS SHALL BE ANY NECESSARY SAW CUTTING FOR INSTALLATION OF NEW INCIDENTAL AND NO DIRECT PAYMENT SHALL BE MADE. SHOWN IN THIS PLAN SET. THIS WORK SHALL BE CONSIDERED DETERMINED BY THE ENGINEER IN THE FIELD AND ARE NOT TO MEET EXISTING GRADE. LOCATIONS FOR THIS WORK SHALL BE TYPE "A" CURB AT THE BACK OF SIDEWALK AND/OR CURB RAMPS THE ENGINEER MAY REQUIRE THE CONTRACTOR TO CONSTRUCT INCIDENTAL AND NO DIRECT PAYMENT SHALL BE MADE. CONSTRUCTION OF CURB RAMPS SHALL BE CONSIDERED SHALL BE MADE. ANY EMBANKMENT IN PLACE NECESSARY FOR SHALL BE CONSIDERED INCIDENTAL AND NO DIRECT PAYMENT IMMEDIATELY ADJACENT TO RAMPS NECESSARY FOR CONSTRUCTION ALL TYPE "A" CURB AND VERTICAL AND/OR ROLLED CURB NOTES: 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 9 + 00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 54

CLAYTON ROAD

REASE 29' (3 EACH) CUT THROUGH CONFIGURATION ISL-1 ISLAND WITH CONSTRUCT NEW R = 110' R = 90' R = 2' (TYP) R = 1' (TYP) 5' TREELAWN SIDEWALK NEW CURB & GUTTER NEW VERTICAL (1 EACH) DOMES W/ TRUNCATED S-COMB-4 CONFIGURATION CURB RAMP CONSTRUCT NEW (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-COMB-4 REBUILD CURB RAMP B A X T E R R OA D RAMP DETAIL "B"

EX.R.O.W. EX.R.O .W . (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.) EX. SIGN (SHEET 2 OF 30) CURB RAMP DETAILS EX 12" RC P (U.I.P.) EX. GRATED INLET 21R1-138D (U.I.P.) EX. CURB INLET (U.I.P.) EX. WATER VALVE (T.B.R.&R.) EX. PED SIGNALS (U.I.P.) EX. SIGN (A.T.G.B.O.) EX. GAS VALVE (U.I.P.) EX. MANHOLE (T.B.R.&R.) EX. PED SIGNALS (U.I.P.) SIGNAL BASE EX. TRAFFIC (U.I.P.) EX. GAS VALVE (U.I.P.) EX. SIGN (T.B.R.&R.) EX. SIGN (U.I.P.) SIGNAL EX. TRAFFIC (U.I.P.) EX. LANDSCAPE BED (U.I.P.) EX. GAS LINE (T.B.R.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (T.B.R.&REL.B.O.) EX. GUY WIRE (U.I.P.) EX. LANDSCAPE BED BAXTER ROAD BASELINE (U.I.P.) EX. CONCRETE ISLAND NEW SIDEWALK PRIMUSSE PR I M U SSE MILL & OVERLAY LIMIT 54OF 201 PRIMUSSE SCALE 15 10 5 0 (T.B.R.&REL.) EX. PULL BOX TSCL (T.B.R.&R.) EX. PULL BOX ISLAND (T.B.R.) EX. CONCRETE SIDEWALK NEW (U.I.P.) (TYP.) HEAD EX. SPRINKLER (T.B.R.) EX. CURB (T.B.R.) EX. CONCRETE ISLAND CONCRETE MEDIAN 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 35' 1 0 + 00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 55

BAXTER ROAD

T W W CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS APPROACH SHALL BE TABLED

RAMP DETAIL "C" EX ROW EX ROW (U.I.P.) EX. CURB INLET (U.I.P.) EX. MANHOLE (A.T.G.B.O.) EX. PULL BOX (A.T.G.) VALVE EX. WATER (U.I.P.) EX. UTILITY POLE 14896 CLAYTON ROAD COMMERCIAL ENTRANCE (SHEET 3 OF 30) CURB RAMP DETAILS (U.I.P.) VALVE EX. WATER (U.I.P.) EX. GUY WIRE (T.B.R.&REL.) EX. GUY WIRE (U.I.P.) EX. LANDSCAPE BED (U.I.P.) EX. LANDSCAPE BED (U.I.P.) EX. SIGN BAXTER ROAD BASELINE (U.I.P.) EX. CONCRETE ISLAND (U.I.P.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK NEW SIDEWALK REMOVE & REPLACE PAVED APPROACH 55OF 201 SCALE 15 10 5 0 TSCL OVERLAY LIMIT NEW SIDEWALK (U.I.P.) EX. SPRINKLER HEAD (U.I.P.) EX. BUSH (U.I.P.) EX. SPRINKLER HEAD CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 11+00 12+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 56

BAXTER ROAD

CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS APPROACH SHALL BE TABLED EX. R.O.W. EX. R.O.W.

RAMP DETAIL "D" (T.B.R.&REL.B.O.) EX. UTILITY POLE 510 BAXTER ROAD COMMERCIAL ENTRANCE (SHEET 4 OF 30) CURB RAMP DETAILS BAXTER ROAD BASELINE (U.I.P.) EX. SIGN (U.I.P.) EX. CONCRETE ISLAND (T.B.R.&R.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. TRENCH DRAIN (A.T.G.) EX. CURB INLET (U.I.P.) EX. TREE NEW SIDEWALK NEW SIDEWALK REMOVE & REPLACE PAVED APPROACH 56OF 201 SCALE 15 10 5 0 OVERLAY LIMIT CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 13+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 57

BAXTER ROAD

CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS APPROACH SHALL BE TABLED

RAMP DETAIL

EX ROW (U.I.P.) EX. WALL 14950 CLAYTON ROAD COMMERCIAL ENTRANCE EX ROW (SHEET 5 OF 30) CURB RAMP DETAILS (U.I.P.) EX. PULL BOX BAXTER ROAD BASELINE (U.I.P.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (U.I.P.) EX. FIRE HYDRANT (U.I.P.) EX. GAS VALVE (A.T.G.) EX. WATER VALVE (U.I.P.) EX. CURB INLET (U.I.P.) EX. WATER VALVE REMOVE & REPLACE PAVED APPROACH 57OF 201 SCALE 15 10 5 0 OVERLAY LIMIT NEW SIDEWALK NEW SIDEWALK (U.I.P.) EX. SPRINKLER HEAD TSCL CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 14+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 58

"E"

ONC.CHOR

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 REBUILD CURB RAMP

RAMP DETAIL

EX ROW (U.I.P.) EX. CURB INLET 21R4-131D (SHEET 6 OF 30) CURB RAMP DETAILS E X R O W E X R O W EX ROW C O U R T W A V E R L Y P L A C E BAXTER ROAD BASELINE (U.I.P.) EX. WATER VALVE (U.I.P.) EX. FIRE HYDRANT (U.I.P.) EX. SIDEWALK (U.I.P.) EX. BRICK FENCE (U.I.P.) EX. LANDSCAPING (A.T.G.) EX. WATER VALVE (U.I.P.) EX. LIGHT POLE (U.I.P.) EX. LANDSCAPING 58OF 201 SCALE 15 10 5 0 LIMIT MILL & OVERLAY TSCL 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 15+00 16+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 59

BAXTER ROAD

"F"

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS APPROACH SHALL BE TABLED BAXTER

RAMP DETAIL "G" EX ROW (U.I.P.) EX. SIGN 510 BAXTER ROAD COMMERCIAL ENTRANCE EX ROW (SHEET 7 OF 30) CURB RAMP DETAILS (A.T.G.) EX. MANHOLE 21R4-142S (U.I.P.) EX. UTILITY POLE (T.B.R.&R.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. CURB INLET 21R4-019D (U.I.P.) EX. GUY WIRE (U.I.P.) EX. TREE (U.I.P.) EX. WATER VALVE PC STA 16+82.25 NEW SIDEWALK NEW SIDEWALK PAVED APPROACH REMOVE & REPLACE 59OF 201 SCALE 15 10 5 0 OVERLAY LIMIT CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 16+00 17+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 60

ROAD

BAXTER ROAD

RAMP DETAIL "H" EX ROW (U.I.P.) EX. SIGN EX R .O .W . (SHEET 8 OF 30) CURB RAMP DETAILS EX .R .O .W . EX R O W EX ROW (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP CO URT W AVERLY PLACE BAXTER ROAD BASELINE (A.T.G.) EX. WATER VALVE (U.I.P.) EX. SIDEWALK (A.T.G.) EX. PULL BOX (U.I.P.) EX. TREE (U.I.P.) FENCE EX. BRICK (U.I.P.) EX. LIGHT POLE (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. SIDEWALK PC 16+82.25 PRIMUSSE 60OF 201 SCALE 15 10 5 0 (U.I.P.) EX.LANDSCAPING LIMIT MILL & OVERLAY TSCL 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 16+00 17+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 61

BAXTER ROAD

T T (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED RAMP DETAIL "I" EX.R.O.W. (T.B.R.&REL.) EX. SIGN (A.T.G.) EX. MANHOLE 21R4-139S (U.I.P.) EX. UTILITY POLE (A.T.G.) EX. WATER VALVE

W I LD W OO D PAR KW AY EX.R.O.W. (SHEET 9 OF 30) CURB RAMP DETAILS BAXTER ROAD BASELINE (U.I.P.) STRUCTURE EX. ELECTRICAL (A.T.G.B.O.) EX. GAS VALVE (U.I.P.) EX. GUY WIRE (U.I.P.) EX. SIGN (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. LANDSCAPING (T.B.R.&R.) EX. SIDEWALK (A.T.G.) EX. WATER VALVE (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK LIMIT OVERLAY MILL & 61OF 201 SCALE 15 10 5 0 TSCL PRIMUSSE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 19+00 20+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 62

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP RAMP DETAIL "J" EX ROW (U.I.P.) EX. SIDEWALK

D.B. 8541 PG. 570 (PARCEL 9) SIGHT DISTANCE EASEMENT (SHEET 10 OF 30) CURB RAMP DETAILS (U.I.P.) EX. FIRE HYDRANT (U.I.P.) EX. PULL BOX (U.I.P.) EX. SIGN (U.I.P.) EX. CURB INLET 21R4-129D (U.I.P.) EX. WATER VALVE BAXTER ROAD BASELINE (U.I.P.) EX. DOUBLE CURB INLET 21R4-130D (U.I.P.) EX. WOOD FENCE NEW SIDEWALK 62OF 201 (T.B.R.&R.) EX. SIDEWALK SCALE 15 10 5 0 (U.I.P.) EX. HOUSE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 19+00 20+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 63

BAXTERROAD

PT 2 1 + 29.99

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP BAXTERROAD RAMP DETAIL "K" EX R.O.W. (SHEET 11 OF 30) CURB RAMP DETAILS D R I VE Q U I N N M O O R EX.R.O.W. (T.B.R.&R.) EX. SIGN BAXTER ROAD BASELINE (A.T.G.) EX. WATER VALVE (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. DOUBLE CURB INLET 21R4-130D (U.I.P.) EX. HOUSE (U.I.P.) EX. LANDSCAPING (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. WOOD FENCE (A.T.G.) EX. CURB INLET 21R4-128D

NEW SIDEWALK EX.R.O.W. MILL & OVERLAY LIMIT 63OF 201 NEW SIDEWALK NEW SIDEWALK (T.B.R.&R.) EX. SIDEWALK SCALE 15 10 5 0 EX R.OW TSCL PRIMUSSE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 20+00 21+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 64

BAXTER ROAD

W V CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-COMB-4 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PAR-1 CONSTRUCT NEW CURB RAMP

EX.R.O.W. RAMP DETAIL "L" (SHEET 12 OF 30) CURB RAMP DETAILS (A.T.G.) EX. MANHOLE 21R4-083D (A.T.G.B.O.) EX. PULL BOX (A.T.G.) EX. PULL BOX (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN (U.I.P.) EX. FIRE HYDRANT EX.R.O.W . (A.T.G.) EX. AREA INLET 21R4-101D (U.I.P.) W/ SIGN EX. LIGHT POLE D R I V E E A S T C L A Y M O N T BAXTER ROAD BASELINE (U.I.P.) EX. PULL BOX (U.I.P.) EX. PULL BOX (U.I.P.) EX. CONCRETE ISLAND (U.I.P.) EX. CONCRETE ISLAND (U.I.P.) EX. CONCRETE ISLAND (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. VINYL FENCE (U.I.P.) EX. WATER VALVE (A.T.G.) EX. GAS VALVE (U.I.P.) CURB INLET EX. DOUBLE 21R4-098D (U.I.P.) EX. CURB INLET 21R4-097D (U.I.P.) EX. WOOD FENCE (U.I.P.) EX. TREE (A.T.G.) EX. CURB INLET 21R4-082D (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK PRIMUSSE PRIMUSSE MILL & OVERLAY LIMIT 64OF 201 SCALE 15 10 5 0 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 29+00 30+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 65

T (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PAR-3 CONSTRUCT NEW CURB RAMP CUT-THROUGH 5' PEDESTRIAN ISLAND CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS ADJUST MILL AND OVERLAY CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS ADJUST MILL AND OVERLAY B A X TE R R O A D EX .R .O .W . RAMP DETAIL "M" (SHEET 13 OF 30) CURB RAMP DETAILS ISLAND REBUILD (A.T.G.) EX. CURB INLET 21R4-107D (T.B.R.&R.) EX. SIGN (T.B.R.&REL.) EX. SIGN (A.T.G.) EX. MANHOLE. 21R4-062S E X R O W BASELINE BAXTER ROAD (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN (A.T.G.) EX. MANHOLE 21R4-063S (U.I.P.) EX. MANHOLE 21R4-064S (U.I.P.) EX. POWER POLE (U.I.P.) EX. GUY WIRE (T.B.R.&REL.B.O.) EX. GUY WIRE (T.B.R.&REL.B.O.) EX. UTILITY POLE NEW RETAINING WALL (A.T.G.) EX. CURB INLET 21R4-108D (T.B.R.&R.) EX. SIGN (U.I.P.) EX. WATER VALVE (U.I.P.) EX. GAS LINE (U.I.P.) EX. GAS LINE (U.I.P.) LINE EX. WATER (U.I.P.) EX. WATER LINE (U.I.P.) EX. CONCRETE MEDIAN (U.I.P.) EX. CONCRETE MEDIAN (U.I.P.) EX. TELEPHONE LINE (U.I.P.) LINE EX. TELEPHONE (U.I.P.) EX. TELEPHONE LINE (A.T.G.) EX. WATER VALVE (U.I.P.) EX. FENCE NEW SIDEWALK SIDEWALK NEW SIDEWALK NEW SHARED-USE PATH NEW 10' WIDE PRIMUSSE PRIMUSSE (2 EACH) W/ TRUNCATED DOMES CONFIGURATION ISL-1 (MODIFIED) CONSTRUCT NEW CURB RAMP 65OF 201 SCALE 15 10 5 0 SIGNAL (U.I.P.) EX. TRAFFIC TSCL SIGNAL (A.T.G.) EX. TRAFFIC BASELINE HOLLOWAY ROAD B HOLLOWAY ROAD STA. 200+00.00 B BAXTER ROAD STA. 31+09.32 = L L (U.I.P) EX. TREES (T.B.R.) EX. 8" PINE TREE (T.B.R.) TREE PINE EX. 15" (U.I.P.) EX. TREE (U.I.P.) EX. LANDSCAPING LIMITS CONSTRUCTION 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS (1 EACH) W/ TRUNCATED DOMES (MODIFIED) CONFIGURATION S-PAR-2 RAMP CONSTRUCT NEW CURB 2 0 0 + 0 0 3 1 + 00 500+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 66

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PAR-3 CONSTRUCT NEW CURB RAMP (3 EACH) W/ TRUNCATED DOMES CONFIGURATION ISL-1 (MODIFIED) CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PAR-2 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS ADJUST MILL AND OVERLAY CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS ADJUST MILL AND OVERLAY CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS ADJUST MILL AND OVERLAY BAXTERROAD EX.R.O.W. RAMP DETAIL "N" H O L L O W AY R O AD (SHEET 14 OF 30) CURB RAMP DETAILS (A.T.G.) EX. CURB INLET 21R4-110D E X R O W BAXTER ROAD BASELINE (T.B.R.&R.) EX. SIGN (U.I.P.) EX. SIGN (U.I.P.) EX. AREA INLET (U.I.P.) EX. 12" PINE TREE (U.I.P.) EX. GAS LINE (U.I.P.) EX. WATER LINE (U.I.P.) EX. TELEPHONE LINE (U.I.P.) EX. TELEPHONE LINE (U.I.P.) EX. TELEPHONE LINE (A.T.G.) EX. CURB INLET (U.I.P.) EX. LIGHT POLE (U.I.P.) EX. CONCRETE ISLAND (U.I.P.) EX. PULL BOX (A.T.G.B.O.) MANHOLE EX. TELEPHONE (U.I.P.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK P R I M U S S E 66OF 201 SCALE 15 10 5 0 (U.I.P.) EX. TRAFFIC CABINET (A.T.G.) SIGNAL EX. TRAFFIC (U.I.P.) EX. TRAFFIC SIGNAL (A.T.G.) EX. CURB INLET 21R4-112D REBUILD ISLAND 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 2 0 1 + 0 0 32+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 67

BAXTER ROAD

PG. 10

ROAD WIDENING

EX ROW RAMP DETAIL "O" (SHEET 15 OF 30) CURB RAMP DETAILS (U.I.P.) EX. SIGN (U.I.P.) EX. TREES (U.I.P.) EX. SIGN (U.I.P.) HYDRANT EX. FIRE D R I V E G R E E N M O R E EX ROW (U.I.P.) EX. WATER VALVE (U.I.P.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&R.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK BAXTER ROAD BASELINE (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. TELEPHONE PEDESTAL (U.I.P.) EX. GAS LINE (T.B.R.) EX. SIDEWALK (U.I.P.) EX. SIGN NEW 10' WIDE SHARED-USE PATH NEW SIDEWALK NEW SIDEWALK MILL & OVERLAY LIMIT PAVED APPROACH REMOVE & REPLACE 67OF 201 SCALE 15 10 5 0 TSCL (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP COUNTY ADA CHECKLIST OUTLINED ON PAGE 3 OF THE ST. LOUIS MEET ADA COMPLIANCE, AS APPROACH SHALL BE TABLED TO E X R O W E X R O W 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 37+00 38+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 68

CURVE2

(2 EACH) W/ TRUNCATED DOMES CONFIGURATION BT-COMB-1 CONSTRUCT NEW CURB RAMPS (2 EACH) W/ TRUNCATED DOMES CONFIGURATION BT-COMB-1 CONSTRUCT NEW CURB RAMPS (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP CHECKLIST THE ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF COMPLIANCE, AS TABLED TO MEET ADA INTERSECTION SHALL BE BAXTER ROAD EX.R.O.W . (T.B.R.&R.) EX. SIDEWALK RAMP DETAIL "P" D R I V E H I LL T R A I L (SHEET 16 OF 30) CURB RAMP DETAILS EX.R.O.W. (T.B.R.&REL.) EX. M.B. (U.I.P.) EX. LIGHT (T.B.R.&REL.) EX. SIGN BAXTER ROAD BASELINE NEW 10' WIDE SHARED-USE PATH SHARED-USE PATH NEW 10' WIDE NEW SIDEWALK NEW SIDEWALK (A.T.G.) EX. WATER VALVE (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. GUY WIRE (U.I.P.) EX. GAS VALVE (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (U.I.P.) EX. WATER LINE (U.I.P.) EX. GAS LINE (U.I.P.) EX. TELEPHONE LINE (U.I.P.) EX. VINYL FENCE MILL & OVERLAY LIMIT REMOVE & REPLACE PAVED APPROACH 68OF 201 SCALE 15 10 5 0 TSCL FENCE (U.I.P.) EX. WOOD RAIL LOUIS COUNTY ADA CHECKLIST OUTLINED ON PAGE 3 OF THE ST. MEET ADA COMPLIANCE, AS APPROACH SHALL BE TABLED TO EX ROW PRIMUSSE (U.I.P.) EX. ELECTRIC METER (U.I.P.) EX. BRICK MONUMENT (U.I.P.) EX. LIGHT (U.I.P.) EX. LIGHT (U.I.P.) EX. BRICK MONUMENT 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 41+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 69

T (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED BAXTER ROAD EX ROW RAMP DETAIL "Q" (SHEET 17 OF 30) CURB RAMP DETAILS D R I V E G R E E N M O R E EX ROW (T.B.R.&REL.) EX. SIGN (T.B.R.&REL.) EX. SIGN (U.I.P.) EX. SIGN BAXTER ROAD BASELINE FENCE (U.I.P.) EX. VINYL RAIL (U.I.P.) EX. TREE (U.I.P.) EX. LANDSCAPING (A.T.G.) EX. WATER VALVE OF R.O.W.) (T.B.R. INSIDE EX. LANDSCAPING (U.I.P.) EX. TREE NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK (U.I.P.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. TELEPHONE PEDESTAL (A.T.G.B.O.) EX. GAS VALVE (T.B.R.) EX. 12" ASH TREE (T.B.R.) EX. 14" MAPLE TREE OVERLAY LIMIT MILL & 69OF 201 (T.B.R.&R.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK SCALE 15 10 5 0 (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP TSCL FENCE (U.I.P.) EX. VINYL RAIL E X R O W E X R O W PRIMUSSE (A.T.G.B.O.) EX. PULL BOX OF R.O.W.) (U.I.P. OUTSIDE EX. LANDSCAPING (U.I.P.) VINYL FENCE EX. WHITE 5' 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 49+00 50+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 70

BAXTER

CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED (2 EACH) W/ TRUNCATED DOMES CONFIGURATION BT-COMB-1 CONSTRUCT NEW CURB RAMPS (2 EACH) W/ TRUNCATED DOMES CONFIGURATION BT-COMB-1 CONSTRUCT NEW CURB RAMPS

ROAD EX ROW RAMP DETAIL "R" S H AD Y M E AD O W S D R I V E (SHEET 18 OF 30) CURB RAMP DETAILS EX ROW (T.B.R.&REL.) EX. SIGN (T.B.R.&REL.) EX. SIGN (U.I.P.) EX. LIGHT (U.I.P.) EX. SUBDIVISION MONUMENT (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. WOOD FENCE EX. FENCE (100' T.B.R.) NEW SIDEWALK NEW SIDEWALK SHARED-USE PATH NEW 10' WIDE NEW 10' WIDE SHARED-USE PATH BAXTER ROAD BASELINE (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (A.T.G.) EX. CURB INLET 22R1-069D PRIMUSSE 70OF 201 SCALE 15 10 5 0 TSCL (U.I.P.) WALL EX. RETAINING (U.I.P.) EX. BOULDER (U.I.P.) EX. SOLAR PANEL (U.I.P.) EX. LANDSCAPING 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS

5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 71

55+00

BAXTER ROAD

(2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMPS CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMPS

EX ROW RAMP DETAIL "S" S H AD Y M E ADO W S D R I V E (SHEET 19 OF 30) CURB RAMP DETAILS EX ROW (A.T.G.) EX. WATER VALVE (U.I.P.) EX. FIRE HYDRANT (U.I.P.) EX. LIGHT (A.T.G.) EX. WATER VALVE BAXTER ROAD BASELINE (U.I.P.) EX. SIGN (T.B.R.&REL.) EX. SIGN (U.I.P.) EX. GAS VALVE (U.I.P.) EX. TREE NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK (T.B.R.&R.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK (T.B.R.) EX. LANDSCAPING PRIMUSSE PRIMUSSE LIMIT MILL & OVERLAY 71OF 201 SCALE 15 10 5 0 TSCL E X R O W E X R O W 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 55+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 72

BAXTER ROAD

DI (2 EACH) W/ TRUNCATED DOMES CONFIGURATION S-COMB-3 CONSTRUCT NEW CURB RAMP (2 EACH) W/ TRUNCATED DOMES CONFIGURATION S-COMB-3 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP RAMP DETAIL "T"

D R I V E F O R E S T L E A F (SHEET 20 OF 30) CURB RAMP DETAILS EX ROW EX ROW EX ROW (U.I.P.) EX. LIGHT (U.I.P.) EX. SIGN (U.I.P.) EX. CURB INLET (U.I.P.) EX. VINYL FENCE (T.B.R.) EX. CURB INLET 22R2-172D CURB INLET NEW DOUBLE NEW 12" RCP (U.I.P.) EX. TREES BAXTER ROAD BASELINE (A.T.G.) CURB INLET EX. DOUBLE 22R2-143D (T.B.R.&REL.) EX. MAILBOX (T.B.R.&REL.) EX. MAILBOX (T.B.R.&R.) EX. LIGHT POLE (U.I.P.) EX. TREE (U.I.P.) EX. TREE (U.I.P.) EX. WATER VALVE (A.T.G.) EX. PULL BOX (U.I.P.) EX. LANDSCAPING (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (U.I.P.) EX. 12" PIPE NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK (T.B.R.&R.) EX. SIDEWALK (T.B.R.&R.) EX. SIDEWALK (U.I.P.) EX. GAS LINE PRIMUSSE TSCL PRIMUSSE LIMIT OVERLAY PAVED APPROACH REMOVE & REPLACE 72OF 201 SCALE 15 10 5 0 TSCL TSCL PRIMUSSE AND GUTTER NEW ROLLED CURB EX. MANHOLE (U.I.P.) EX. MANHOLE (A.T.G.) 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 65+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 73

(U.I.P.) EX. LIGHT (A.T.G.) EX. WATER VALVE (T.B.R.) EX. SIDEWALK (A.T.G.B.O.) EX. GAS VALVE NEW SIDEWALK (A.T.G.) EX. MANHOLE 22R2-048S INLET (A.T.G.) EX. DOUBLE CURB (U.I.P.) EX. TREE (U.I.P.) EX. TREE NEW SIDEWALK (2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP SHARED-USE PATH NEW 10' WIDE (T.B.R.) EX. SIDEWALK BAXTER ROAD BASELINE (T.B.R.&REL.) EX. SIGN (T.B.R.&REL.) EX. SIGN (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP D R I V E M E A D O W S C LE A R PRIMUSSE RAMP DETAIL "U" 73OF 201 (SHEET 21 OF 30) CURB RAMP DETAILS PRIMUSSE TSCL SCALE 15 10 5 0 LIMIT MILL & OVERLAY EX. R.O.W. EX. R.O.W. 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 68+00 69+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 74

BAXTER ROAD

(2 EACH) W/ TRUNCATED DOMES CONFIGURATION D-PERP-4 CONSTRUCT NEW CURB RAMP

EX ROW RAMP DETAIL "V" (SHEET 22 OF 30) CURB RAMP DETAILS D R I V E M E A D O W S C LE A R D R I V E C LE A R M E A D O W S (T.B.R.&REL.) EX. SIGN (U.I.P.) EX. LIGHT EX.RO.W. (U.I.P.) BOX EX. PULL (U.I.P.) EX. MONUMENT (U.I.P.) EX. MULCH (U.I.P.) EX. LANDSCAPING (A.T.G.) EX. MANHOLE 22R2-049S (U.I.P.) EX. SIDEWALK NEW SIDEWALK (A.T.G.) EX. WATER VALVE (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. GUY WIRE (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (U.I.P.) EX. WATER LINE (T.B.R.&REL.) EX. SIGN (U.I.P.) CONTROL EX. SPRINKLER BAXTER ROAD BASELINE PRIMUSSE LIMIT MILL & OVERLAY 74OF 201 SCALE 15 10 5 0 OF NEW SIDEWALK) (T.B.R. TO BACK & SHRUBS EX. LANDSCAPING (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP SHARED-USE PATH NEW 10' WIDE TSCL SHARED-USE PATH NEW 10' WIDE (U.I.P.) EX. TREES (A.T.G.) EX. CURB INLET 22R2-228D (A.T.G.B.O.) EX. GAS VALVE (U.I.P.) EX. LANDSCAPING (1 EACH) TRUNCATED DOMES S-PERP-3 W/ CONFIGURATION CURB RAMP CONSTRUCT NEW (1 EACH) TRUNCATED DOMES S-PERP-3 W/ CONFIGURATION CURB RAMP CONSTRUCT NEW (U.I.P.) EX. SPRINKLER (U.I.P.) SPRINKLER EX. (U.I.P.) EX. LIGHT (T.B.R.&REL.) EX. BOULDER (U.I.P.) EX. SPRINKLER (T.B.R.) EX. SPRINKLER (T.B.R.) EX. ORNIMENTAL GRASS (T.B.R.) EX. ORNIMENTAL GRASS (U.I.P.) EX. SHRUB (U.I.P.) EX. TREE (U.I.P.) EX. SHRUB (T.B.R.) EX. SHRUB (T.B.R.) EX. SHRUB (A.T.G.) EX. CURB INLET 22R2-146D (U.I.P.) EX. MANHOLE 22R2-0241D NEW SIDEWALK 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 70+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 75

(2 EACH) W/ TRUNCATED DOMES CONFIGURATION BT-COMB-1 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED BAXTER ROAD SHARED-USE PATH NEW 10' WIDE EX ROW RAMP DETAIL "W" D R I V E B AX T E R A C R E S (SHEET 23 OF 30) CURB RAMP DETAILS EX ROW (A.T.G.) EX. WATER VALVE (A.T.G.) EX. CURB INLET 22R2-183D (A.T.G.) EX. PULL BOX (U.I.P.) EX. UTILITY POLE (T.B.R.&REL.) EX. SIGN (U.I.P.) EX. TREE (U.I.P.) EX. SIGN FENCE (U.I.P.) EX. CHAIN-LINK (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK NEW 10' WIDE SHARED-USE PATH BAXTER ROAD BASELINE (U.I.P.) EX. SIDEWALK (U.I.P.) EX. CURB INLET 22R2-182D (U.I.P.) EX. GAS LINE (U.I.P.) EX. GUARDRAIL PRIMUSSE TSCL LIMIT MILL & OVERLAY 75OF 201 SCALE 15 10 5 0 TSCL PRIMUSSE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 75+00 76+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 76

TT

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED EX ROW BAXTER ROAD RAMP DETAIL "X"

(SHEET 24 OF 30) CURB RAMP DETAILS (U.I.P.) EX. SIGN (U.I.P.) EX. LIGHT (T.B.R.&R.) EX. MAILBOX (U.I.P.) EX. TREE (U.I.P.) EX. TREE (U.I.P.) EX. TREE (U.I.P.) EX. TREE (U.I.P.) EX. GRATE INLET BAXTER ROAD BASELINE (U.I.P.) EX. SIDEWALK NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH (U.I.P.) PEDESTAL EX. TELEPHONE (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (U.I.P.) EX. ELECTRICAL LINE (U.I.P.) EX. TELEPHONE LINE CURB & GUTTER NEW VERTICAL EX ROW LIMIT MILL & OVERLAY PAVED APPROACH REMOVE & REPLACE 76OF 201 SCALE 15 10 5 0 TSCL CURB & GUTTER NEW VERTICAL NEW SIDEWALK TSCL (U.I.P.) EX. IRRIGATION HEAD (U.I.P.) EX. IRRIGATION HEAD (U.I.P.) EX. IRRIGATION HEAD (U.I.P.) HEAD EX. IRRIGATION 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 86+00 87+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 77

DRIVE BAXTERCOMMONS

BAXTER ROAD

(1 EACH) W/ TRUNCATED DOMES CONFIGURE S-PERP-4 REBUILD CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURE S-PERP-4 REBUILD CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED EX ROW

RAMP DETAIL "Y" (SHEET 25 OF 30) CURB RAMP DETAILS C OU R T B A X TE R H E I G H T S (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN (U.I.P.) EX. LIGHT (U.I.P.) EX. TREE (U.I.P.) EX. TREE (U.I.P.) EX. PULL BOX (U.I.P.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK NEW 10' WIDE SHARED-USE PATH BAXTER ROAD BASELINE LIMIT MILL & OVERLAY 77OF 201 SCALE 15 10 5 0 TSCL 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 88+00 89+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 78

BAXTER ROAD

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURN RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURN RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED EX ROW

RAMP DETAIL "Z" (SHEET 26 OF 30) CURB RAMP DETAILS DRIVE BAXTER COMMONS (U.I.P.) EX. SIGN (U.I.P.) EX. LIGHT BAXTER ROAD BASELINE (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE (U.I.P.) EX. TREE (U.I.P.) EX. TREE (A.T.G.) EX. DOUBLE CURB INLET 22R3-297D (U.I.P.) EX. DOUBLE CURB INLET 22R3-181D (T.B.R) EX. SIDEWALK (U.I.P.) EX. SIDEWALK NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH (U.I.P.) EX. TREE (U.I.P.) EX. TREE (U.I.P.) EX. TREE PRIMUSSE LIMIT MILL & OVERLAY 78OF 201 SCALE 15 10 5 0 TSCL TSCL EX ROW 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS

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DI DI (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 REBUILD CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 REBUILD CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED EX ROW

ROAD RAMP DETAIL "AA" (SHEET 27 OF 30) CURB RAMP DETAILS D R I V E E L A N N C H E S TE R EX ROW EX.R.O.W. (A.T.G.) EX. DOUBLE CURB INLET 22R3-113D (U.I.P.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (U.I.P.) EX. AREA INLET 22R3-115D (U.I.P.) EX. CURB INLET 22R3-114D BAXTER ROAD BASELINE (80' T.B.R.) EX. WOOD FENCE (U.I.P.) EX. WATER LINE (U.I.P.) EX. GAS LINE (T.B.R.) EX. SIDEWALK NEW 10' WIDE SHARED-USE PATH (T.B.R.&REL.B.O.) EX. UTILITY POLE (U.I.P.) EX. TREE (U.I.P.) EX. TREE (U.I.P.) EX. MAILBOX MILL & OVERLAY LIMIT 79OF 201 SCALE 15 10 5 0 E X R O W 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 99+00 100+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 80

BAXTER

BAXTER ROAD

1 0 2 +

4 6 P C CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS INTERSECTION SHALL BE TABLED (2 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURB RAMP EX.R.O.W.

5 .9

RAMP DETAIL "AB" (SHEET 28 OF 30) CURB RAMP DETAILS EX.R.O.W . (T.B.R.&REL.) EX. SIGN (U.I.P.) EX. SIGN (U.I.P.) EX. CURB INLET 22R3-199D D R I V E SP R I NG M E A D O W S (U.I.P.) EX. TREE (U.I.P.) EX. CURB INLET 22R3-197D (U.I.P.) EX. CURB INLET 22R3-198D (A.T.G.) EX. DOUBLE CURB INLET (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (U.I.P.) EX. UTILITY POLE (U.I.P.) EX. GUY WIRE (U.I.P.) EX. SIGN (U.I.P.) EX. MANHOLE 22R3-018S (A.T.G.) EX. MANHOLE 22R3-026S (U.I.P.) EX. MANHOLE (A.T.G.) EX. MANHOLE NEW 10' WIDE SHARED-USE PATH NEW 10' WIDE SHARED-USE PATH (U.I.P.) EX. SIGN (T.B.R.) EX. SIDEWALK NEW SIDEWALK BAXTER ROAD BASELINE PRIMUSSE PRIMUSSE MILL & OVERLAY LIMIT 80OF 201 SCALE 15 10 5 0 TSCL TSCL (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS

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103+00

BAXTER ROAD

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURB RAMP (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURB RAMP (2 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-4 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS COUNTY ADA OUTLINED

PAGE

COMPLIANCE,

INTERSECTION SHALL

TABLED (1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-3 CONSTRUCT NEW CURB RAMP CHECKLIST ST. LOUIS

INTERSECTION

(1 EACH) W/ TRUNCATED DOMES CONFIGURATION S-PERP-8 CONSTRUCT NEW CURB RAMP EX ROW

3 OF THE TO MEET ADA

COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS

SHALL BE TABLED

RAMP DETAIL "AC" (SHEET 29 OF 30) CURB RAMP DETAILS EX.R.O.W. EX.R.O.W . D R I V E A ND E R S OH N (U.I.P.) EX. FENCE (T.B.R.) EX. PULL BOX (U.I.P.) EX. UTILITY POLE (T.B.R.) EX. TRAFFIC SIGNAL BASE (U.I.P.) EX. WATER LINE (T.B.R.) BOX EX. PULL (U.I.P.) EX. TELEPHONE LINE (T.B.R.&R.) SIGNAL BASE EX. TRAFFIC (U.I.P.) EX. FENCE (U.I.P.) EX. UTILITY POLE (T.B.R.) EX. PULL BOX (T.B.R.) EX. PULL BOX (U.I.P.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK (T.B.R.) EX. SIDEWALK NEW 10' WIDE SHARED-USE PATH NEW SIDEWALK BAXTER ROAD BASELINE 81OF 201 SCALE 15 10 5 0 (T.B.R.&R.) SIGNAL BASE EX. TRAFFIC (T.B.R.&R.) SIGNAL BASE EX. TRAFFIC (T.B.R.) EX. GUARDRAIL GUARDRAIL NEW (U.I.P.) EX. GUARDRAIL OVERLAY LIMIT EX. LANDSCAPED BED (U.I.P.) 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 107+00 108+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 82

CHECKLIST ST. LOUIS COUNTY ADA OUTLINED ON PAGE 3 OF THE TO MEET ADA COMPLIANCE, AS APPROACH SHALL BE TABLED RAMP DETAIL "AD" EX ROW

(SHEET 30 OF 30) CURB RAMP DETAILS EX RO.W EX.R.O.W. (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN (U.I.P.) EX. SIGN (U.I.P.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (U.I.P.) EX. SIDEWALK (T.B.R.) EX. DOUBLE CURB INLET (U.I.P.) EX. PULL BOX (U.I.P.) EX. WATER LINE BAXTER ROAD BASELINE SHOPS STREET 111 BAXTER ENTRANCE COMMERCIAL 82OF 201 SCALE 15 10 5 0 (U.I.P.) EX. RETAINING WALL & LANDSCAPE BED (U.I.P.) EX. LANDSCAPE BED EX. ISLAND (U.I.P.) LIMIT MILL & OVERLAY APPROACH LIMIT CONCRETE PAVED NEW SIDEWALK CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE CURB RAMP (7" THICK) CONCRETE SIDEWALK, REMOVE AND REPLACE 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 111+00 5/17/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 202 OF 83

BAXTER ROAD

21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: 21R & 22R MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH TRANSPORTATION PUBLIC WORKS ETATS O F M SSOURI I IPROFESS O N A L REENGNE I 4/2/2021 WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS B. S. JORDAN EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 650.00 655.00 660.00 665.00 670.00 675.00 680.00 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 TOP = 668.70 INV = 661.76 INV = 661.09 RIM = 661.40 INV = 652.25 PUBLIC QFULL = 7.62 cfs Q = 0.33 cfs 14.64 FT S = 4.58% 12.00 IN R.C.P. EX. PUBLIC QFULL = 7.63 cfs Q = 0.33 cfs 192.65 FT S = 4.59% EX. 12.00 IN R.C.P. PR. GROUND EX. GROUND 15-YR, 20-MIN HGL O/S = 34.33 RT STA = 11+18.65 1 3 CI 1 2 COLLAR 1 1 EX MH INVERT = 652.25 EX. 15" R.C.P. 650.00 655.00 660.00 665.00 670.00 675.00 680.00 21R1-144D GRANULAR BACKFILL 580.00 585.00 590.00 595.00 600.00 605.00 610.00 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 TOP = 595.20 INV = 589.04 TOP = 593.92 INV = 590.70 INV = 590.60 EX. PUBLIC QFULL = 3.69 cfs Q = 0.60 cfs 145.73 FT S = 1.07% EX. 12.00 IN R.C.P. PUBLIC QFULL = 3.79 cfs Q = 0.60 cfs 8.86 FT S = 1.13% 12.00 IN R.C.P. EX. GROUND 15-YR, 20-MIN HGL EX. GAS O/S = 15.55 LT STA = 28+06.35 2 4 DCI 2 2 EX MH PR. GROUND 2 3 COLLAR INVERT = 589.04 EX. 18" R.C.P. 580.00 585.00 590.00 595.00 600.00 605.00 610.00 21R1-071D GRANULAR BACKFILL 555.00 560.00 565.00 570.00 575.00 580.00 585.00 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 TOP = 573.20 INV = 566.29 TOP = 573.12 INV = 567.84 INV = 567.75 EX. PUBLIC QFULL = 3.51 cfs Q = 0.73 cfs 150.17 FT S = 0.97% EX. 12.00 IN R.C.P. PUBLIC QFULL = 3.69 cfs Q = 0.73 cfs 8.37 FT S = 1.08% 12.00 IN R.C.P. PR. GROUND EX. GROUND 15-YR, 20-MIN HGL EX. GAS O/S = 15.83 LT STA = 61+15.08 3 4 DCI 3 3 COLLAR 3 2 EX CI INVERT = 566.29 EX. 12" R.C.P. 555.00 560.00 565.00 570.00 575.00 580.00 585.00 21R1-096D GRANULAR BACKFILL 535.00 540.00 545.00 550.00 555.00 560.00 565.00 -0+20 0+00 0+20 0+40 0+60 TOP = 553.20 INV = 547.63 TOP = 551.20 INV = 546.66 INV = 547.29 EX. PUBLIC QFULL = 4.75 cfs Q = 0.55 cfs 35.39 FT S = 1.78% EX. 12.00 IN R.C.P. PUBLIC QFULL = 4.78 cfs Q = 0.55 cfs 18.89 FT S = 1.80% 12.00 IN R.C.P. PR. GROUND EX. GROUND 15-YR, 20-MIN HGL EX. GAS O/S = 15.27 LT STA = 64+66.11 4 4 CI 4 3 COLLAR 4 2 EX CI INVERT = 546.66 EX. 12" R.C.P. 535.00 540.00 545.00 550.00 555.00 560.00 565.00 22R2-171D (SHEET 1 OF 2) DRAINAGE PROFILE SHEETS 201 RESPONSIBILITY OF ST. LOUIS COUNTY. ST. LOUIS SEWER DISTRICT PER THEIR REQUIREMENTS SHALL BE THE SURVEYING AND SUBMITTING AS-BUILT DRAWINGS TO THE METROPOLITAN 14. ENGINEER IF A DISCREPANCY OCCURS. BACKFILLING AROUND THE STRUCTURE AND TO NOTIFY THE DESIGN FLOW SPLITTER PIPE AND THE INVERT OF THE OVERFLOW PIPE PRIOR TO CONTRACTOR MUST VERIFY THE RELATIONSHIP BETWEEN THE INVERT OF THE 13. WILL BE INCIDENTAL TO THE PIPE. PAYMENT FOR ALL GRANULAR BACKFILL AND CONCRETE ENCASEMENT 12. DEDICATION OF THE SEWERS TO THE DISTRICT. RESPONSIBILITY OF THE METROPOLITAN ST. LOUIS SEWER DISTRICT UPON MAINTENANCE OF THE SEWERS DESIGNATED AS "PUBLIC" SHALL BE THE 11. SPECIFICATIONS FOR SEWERS AND DRAINAGE FACITLITIES, 2009. METROPOLITAN ST. LOUIS SEWER DISTRICT STANDARD CONSTRUCTION ALL SEWER CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH THE 10. STORM SEWER PIPE INSTALLATION AND VERIFY TOP ELEVATIONS OF UTILITIES. CONTRACTOR SHALL EXPOSE ALL WATER AND GAS MAINS PRIOR TO 9. THE PIPE AND STORM STRUCTURES. BE CONSIDERED COMPLETELY COVERED BY THE UNIT PRICES BID FOR FOR REMOVING THE EXCESS DIRT FROM THE PROJECT, BUT COST WILL REMOVED BY THE CONTRACTOR. NO DIRECT PAYMENT WILL BE MADE EXCAVATION DUE TO GRANULAR BACKFILL IN TRENCHES SHALL BE EXCESS DIRT GENERATED FROM STORM SEWERS AND STRUCTURES 8. TEST AND BE VERFIED BY THE ENGINEER. DETERMINED BY ASTM D-15571-180 AASHTO MODIFIED COMPACTION LAID SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS FILL MATERIAL UPON WHICH THE PROPOSED SEWERS ARE TO BE 7. CENTER OF EACH STRUCTURE. DISTANCE BETWEEN STRUCTURES IS MEASURED FROM THE 6. PIPE SLOPE IS CALCULATED FROM THE CENTERLINE OF EACH STRUCTURE. 5. LOCATION OF UTILITIES ON PIPE PROFILES ARE APPROXIMATE. 4. SHALL BE BACKFILLED WITH COMPACTED EARTHFILL. EARTHFILL. ALL OTHER TRENCHES OUTSIDE OF THE RIGHT-OF-WAY OF THE TRENCH SHALL BE BACKFILLED WITH COMPACTED TO WITHIN TWO (2') FEET OFFINISHED GRADE. TOP TWO (2') FEET SHALL BE BACKFILLED WITH COMPACTED GRANULAR BACKFILL PAVEMENT. ALL OTHER TRENCHES WITHIN THE RIGHT-OF-WAY THE SUBGRADEOF THE PAVEMENT FOR ALL TRENCHES UNDER CONTRACTOR TO PROVIDE COMPACTED GRANULAR BACKFILL TO 3. MSD'S MOST CURRENT APPROVED MATERIALS LIST. ALL PIPE SHALL BE APPROVED MATERIAL AND SUPPLIER PER 2. T= TOP OF MANHOLE CASTING OR INLET STONE. 1. STORM SEWER GENERAL NOTES OF 83 202 OF 84

(SHEET 2 OF 2) DRAINAGE PROFILE SHEETS 6' DIAMETER HDS UNIT PARTS LIST - HDS UNIT (314) 335-2072 FOR QUESTIONS. CONSTRUCTION MANAGEMENT DIVISION AT MSD CONTACT: PLEASE CONTACT THE DISTRICT'S AND ITS COMPONENTS PRIOR TO CONSTRUCTION. MSD SHOP DRAWING SUBMITTAL REQUIRED FOR BMP SHOP DRAWINGS FOR BMPS: 201 OF 84 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: 21R & 22R MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH TRANSPORTATION PUBLIC WORKS ETATS O F M SSOURI I IPROFESS O N A L REENGNE I 4/2/2021 WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS B. S. JORDAN EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 510.00 515.00 520.00 525.00 530.00 535.00 540.00 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 TOP = 527.20 INV = 522.56 TOP = 527.46 INV = 521.41 TOP = 524.23 INV = 517.47 TOP = 527.90 INV = 523.90 RIM = 518.35 INV = 516.60 EX. PUBLIC QFULL = 16.18 cfs Q = 22.20 cfs 83.43 FT S = 1.04% EX. 21.00 IN R.C.P. PUBLIC QFULL = 23.65 cfs Q = 11.95 cfs 100.39 FT S = 5.13% 18.00 IN R.C.P. PUBLIC QFULL = 14.57 cfs Q = 8.54 cfs 10.81 FT S = 3.61% 15.00 IN CLASS V R.C.P. PUBLIC QFULL = 12.70 cfs Q = 11.95 cfs 10.35 FT S = 6.37% 15.00 IN CLASS V R.C.P. PR. GROUND EX. GROUND 15-YR, 20-MIN HGL EX. WATER PR. OVERHEAD ELEC. O/S = 19.23 RT STA = 97+60.56 O/S = 16.77 RT STA = 97+70.82 O/S = 19.94 RT STA = 97+81.35 5 5 DCI 5 4 MH 5 3 MH 5 2 DCI 5 1 EX FES INVERT = 523.90 EX. 15" R.C.P. INVERT = 521.41 TO HDS UNIT NEW 15" P.V.C. INVERT = 522.56 FROM HDS UNIT NEW 15" P.V.C. 510.00 515.00 520.00 525.00 530.00 535.00 540.00 INVERT = 523.77 INVERT = 523.38 22R3-113D 22R3-127D GRANULAR BACKFILL INVERT = 523.24 PUBLIC QFULL = 4.42 cfs Q = 3.41 cfs 8.53 FT S =1.00% 15.00 IN P.V.C. PUBLIC QFULL = 5.54 cfs Q = 3.41 cfs 8.04 FT S = 5.00% 15.00 IN P.V.C. 510.00 515.00 520.00 525.00 530.00 -0+20 0+00 0+20 0+40 510.00 515.00 520.00 525.00 530.00 TOP = 527.20 INV = 522.56 TOP = 527.46 INV = 521.41 O/S = 16.77 RT STA = 97+70.82 O/S = 19.94 RT STA = 97+81.35 5 4 MH 5 3 MH 5 3.1 6' HDS TOP = 527.59 INV = 516.74 O/S = 24.32' RT STA = 97+73.83 INVERT = 521.41 INV IN = 523.24 INV OUT = 523.77 INVERT = 523.38 PR. GROUND EX. GROUND INVERT = 521.35 INVERT = 522.60 INVERT = 522.56 202 OF 85

BAXTER ROAD

SCALE 30 20 10 0 618 616 614 620 622 624 626 628 630 618 616 614 620 622 624 626 628 630 500+00 501+00 502+00 500+50 501+50 AT FACE OF WALL PROPOSED GROUNDLINE (MINIMUM OF 8" BELOW GRADE) BASE OF WALL EXISTING GROUND LINE ONE MODULAR BLOCK COURSE) (EACH STEP EQUALS HEIGHT OF TOP OF WALL CURVE 1 WALL "A" LIMITS CONSTRUCTION PRIMUSSE NEW RETAINING WALL (BY OTHERS) NEW UTILITY POLE NEW CHAIN LINK FENCE (60") (T.B.R.&REL.B.O.) EX. UTILITY POLE TSCL (U.I.P.) EX. LANDSCAPING (U.I.P.) EX. VINYL FENCE (U.I.P.) EX. LANDSCAPING (BY OTHERS) NEW UTILITY POLE (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. UTILITY POLE (T.B.R.&REL.B.O.) EX. GUY WIRE TOP OF WALL ELEVS. (TYP) BOTTOM OF WALL ELEVS. (TYP) (BY OTHERS) NEW UTILITY POLE (U.I.P.) EX. TREES (U.I.P.) EX. TREES (U.I.P.) EX. TREE (T.B.R.) EX. 8" PINE TREE (U.I.P.) EX. 15" PINE TREE STA 502+12.34 END NEW RETAINING WALL "A" STA 500+00.00 BEGIN NEW RETAINING WALL "A" PLAN & PROFILE RETAINING WALL 86OF $TOT$ (U.I.P.) EX. TREE (U.I.P.) EX. LANDSCAPING LIMITS CONSTRUCTION (U.I.P.) EX. VINYL ARBOR (U.I.P.) EX. CONCRETE BENCH (U.I.P.) EX. 1" TREES FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R 8/8/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 21MSD-00173 617.83 617.17 617.83 618.50 619.17 619.83 620.50 621.17 621.83 622.50 623.17 623.83 624.50 625.17 625.83 622.50 621.83 621.17 620.50 621.17 621.83 622.50 623.17 623.83 624.50 625.17 625.83 626.50 627.17 627.83 32+00 33+00 34+00 500+00 501+00 502+00 2/27/2023 202

N 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' (SHEET 1 OF 21) EROSION CONTROL PLAN STRIPING AND MATCHLINE STA. 13+50.00 C L AY T O N ( W I D T H V A R I E S ) R O A D BAXTER ROAD F I I I H A H H F E E E E E E E E E E E C B B D D C B B B E A B H H OF 201 86 LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS DI T W T F F F F F F 9+00 10+00 11+00 12+00 13+00 202 OF 87

(SHEET 2 OF 21) EROSION CONTROL PLAN STRIPING AND M ATC HLINE STA. 18 + 50.00 BAXTER ROAD M A T C H L I N E S T A 1 3 + 5 0 N 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' C B I I H H B H D B C B D B 201 OF87 LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 1 6 + 82 2 5 PC F F F F 14+00 15+00 16+00 17+00 18+00 202 OF 88

(SHEET 3 OF 21) EROSION CONTROL PLAN STRIPING AND MATCHLINE STA. 23+50.00 M ENILHCTA ATS 05+81. 00. BAXTER ROAD W I L DW OOD P A R K W A Y QUINNMOOR DRIVE 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' C A B H B B B C F C B C B 201 OF88 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS CURVE1 21+29.99 PT F F F F 19+00 20+00 21+00 22+00 23+00 202 OF 89

(SHEET 4 OF 21) EROSION CONTROL PLAN STRIPING AND MATCHLINE STA. 28+00.00 M A T C H L I N E S T A 23 + 50 0 0 BAXTER ROAD 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' C C B A A B B B B B B 201 OF89 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS F F F F 24+00 25+00 26+00 27+00 28+00 202 OF 90

MATCHLINE STA.33+00.00

BAXTER ROAD

N 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' (SHEET 5 OF 21) EROSION CONTROL PLAN STRIPING AND MATCHLINE STA. 28+00.00 E A S T C L A Y M O N T D R I V E

HOLLOWAY ROAD BAXTER ROAD

A F A H H C B B A A A A E E A A I I J B A E E E E F B B A A A A E E F A H H H H B B B B J B E E 201 OF90 LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F B B E A 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS F F F F F F F F F F 200+00 201+00 202+00 28+00 29+00 30+00 31+00 32+00 33+00 500+00 501+00 202 OF 91

(SHEET 6 OF 21) EROSION CONTROL PLAN STRIPING AND MATCHLINE STA. 38+00.00 MATCHLINE STA. 33+00.00 G R E E N M O R E D R I V E BAXTER ROAD 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' B B A A 201 91OF N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F F F F F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 50 2 + 12 3 4 P O T S T A 0 + 0 0 0 0 P O T S T A 1 + 95 14 STA F 33+00 34+00 35+00 36+00 37+00 38+00 502+00 202 OF 92

(SHEET 7 OF 21) EROSION CONTROL PLAN STRIPING AND

H ILL TR A IL D R IV E MATCHLINE STA. 38+00.00 BAXTER ROAD 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B B A F F A 201 OF92 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS CURVE2 39+30.54 PC 42.83+24 TP 38+00 39+00 40+00 41+00 42+00 43+00 202 OF 93

MATCHLINE STA. 43+00.00

(SHEET 8 OF 21) EROSION CONTROL PLAN STRIPING AND MATCHLINE STA. 48+00.00 MATCHLINE STA. 43+00.00 BAXTER ROAD 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A A B B F F F 201 OF93 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 43+00 44+00 45+00 46+00 47+00 48+00 202 OF 94

(SHEET 9 OF 21) EROSION CONTROL PLAN STRIPING AND G R E E N M O R E D R I V E BAXTER ROAD MATCHLINE STA.53+00 .00 MATCHLINE STA. 48+00.00 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A A B A F F F F F F F 201 OF94 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS CURVE3 CURVE4 50+46.96 PC 51 + 76 23 PC C F 48+00 49+00 50+00 51+00 52+00 53+00 202 OF 95

(SHEET 10 OF 21) EROSION CONTROL PLAN STRIPING AND M AT C H LIN E ST A. 5 3 + 00 00 S H A D Y M E ADO W S D R I V E S HA DY M E AD O W S D R I V E BAXTER ROAD MATCHLINE STA. 58+00.00 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A A B A F F F F F F F F 201 OF95 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS DI 53 + 3 4 5 8 P T 53+00 54+00 55+00 56+00 57+00 58+00 202 OF 96

STA. 63+00.00

(SHEET 11 OF 21) EROSION CONTROL PLAN STRIPING AND BAXTER ROAD

MATCHLINE

MATCHLINE STA. 58+00.00 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B A F F F F F F F F F 201 OF96 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS DI DI CURVE5 61+35.43 PC 58.12+26TP F F F F F F 58+00 59+00 60+00 61+00 62+00 63+00 202 OF 97

(SHEET 12 OF 21) EROSION CONTROL PLAN STRIPING AND MATCHLINE STA. 63+00.00 F O R E S T L E A F D R I V E BAXTER ROAD MATCHLINE STA. 68+00.00 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B A A F F F F F F F F F 201 OF97 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS DI F F F F 63+00 64+00 65+00 66+00 67+00 68+00 202 OF 98

MATCHLINE

MATCHLINE STA. 68+00.00 C LE A R M E A D O W S D R VI E C L E A R M E ADO W S D R I V E BAXTER ROAD 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B A A A F F (SHEET 13 OF 21) EROSION CONTROL PLAN STRIPING AND 201 OF98 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS CURVE6 7 0 + 7 9 22 CP F F F F 202 OF 99

STA. 73+00.00

(SHEET 14 OF 21) EROSION CONTROL PLAN STRIPING AND M TA C H NIL E S T A 7 3 + 0 0 0 0 B A X TE R A CR E S D R I V E MATCHLINE STA. 78+00.00 BAXTER ROAD 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B A A 201 OF99 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 7 4 + 02 46 P T F F F F 73+00 74+00 75+00 76+00 77+00 78+00 202 OF 100

MATCHLINE STA. 78+00.00 M CTA ENILH ATS 00+38. 00 BAXTER ROAD (SHEET 15 OF 21) EROSION CONTROL PLAN STRIPING AND 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B A 201 OF100 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 80+96.39 PC F F F F 78+00 79+00 80+00 81+00 82+00 83+00 202 OF 101

(SHEET 16 OF 21) EROSION CONTROL PLAN STRIPING AND M ENILHCTA ATS 00+88. 00.

M ATCHLINE STA. 83+00.00 BAXTER ROAD 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A A A B 201 101OF N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS F F F F 83+00 84+00 85+00 86+00 87+00 88+00 202 OF 102

BAXTER COMMONS DRIVE

(SHEET 17 OF 21) EROSION CONTROL PLAN STRIPING AND B A X TE R H E IG H T S C O U R T BAXTER COMMONS DRIVE M ATC HLINE STA. 88+00.00 BAXTER ROAD M TA C H NIL E S T A 39 + 2 5 0. 0 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B A 201 OF102 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS 91 + 26 65 PT 88+00 89+00 90+00 91+00 92+00 93+00 202 OF 103

(SHEET 18 OF 21) EROSION CONTROL PLAN STRIPING AND M ATC HLINE STA. 98+50.00 M TA C H IL N E S T A 93 + 25 0 0 BAXTER ROAD BAXTER COMMONS DRIVE 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B A 201 OF103 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS H MH DI DI F F F F F F F F F F 94+00 95+00 96+00 97+00 98+00 202 OF 104

(SHEET 19 OF 21) EROSION CONTROL PLAN STRIPING AND S P R I N G M E AD O W S D R I V E ELANNCHESTER DRIVE M A T C H L I N E S T A 9 8 + 5 0 0 0 BAXTER ROAD M TA C H NIL E S T A 1 0 4 + 0 0 0 0 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A B A C C A A 201 OF104 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS DI I 1 0 2 + 5 9 4 6 P C F F F F F F F 99+00 100+00 101+00 102+00 103+00 104+00 202 OF 105

(SHEET 20 OF 21) EROSION CONTROL PLAN STRIPING AND M A T C H L I N E S T A 10 9 + 5 0 00 M AT C H LIN E S T A 104 + 00 00 A N D E R S OH N D R I V E BAXTER ROAD 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' A C B B C E E E F A A A C B D B C B A H H H A A F H E L M M L E E 201 OF105 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS CURVE9 1 0 6 + 1 8 0 9 P T 1 08 + 4 4 4 8 P C 104+00 105+00 106+00 107+00 108+00 109+00 202 OF 106

(SHEET 21 OF 21) EROSION CONTROL PLAN STRIPING AND STATE HIGHW AY 100MANCHESTER ROAD BAXTER ROAD MATCHLINE STA .109+50 .00 0 SCALE IN FEET 20 40 60 SCALE: 1" = 20' D A A A A A A A B B B C C C C C C C C C D F F F J J H H L L L M L L L L M M M M M M A 201 OF106 N LEGEND 4-INCH SOLID WHITE 4-INCH SOLID YELLOW A B 4-INCH INTERMITTENT WHITE C 4-INCH INTERMITTENT YELLOW D 12-INCH SOLID WHITE E 24-INCH SOLID WHITE F STRAIGHT ARROW G LEFT ARROW H RIGHT ARROW I COMBINATION STRAIGHT, LEFT ARROW J RIGHT ARROW COMBINATION LEFT ARROW, K BIKE SYMBOLS L STRAIGHT ARROW - BIKE LANE M SILT FENCE FILTER SOCK F E E E E A A 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH PUBLIC WORKS TRANSPORTATION WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2022 DISCIPLINE: PROFESSIONAL ENGINEERING 21R & 22R 4/4/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I ARS RESURFACING BAXTER ROAD (SOUTH) B. S. JORDAN J. A. HAAS F F F 110+00 111+00 112+00 113+00 114+00 202 OF 107

00+210 TS SIOUL. YTOUNC EUMIRP REP BD 9727 GP 2318 BD 2128 GP 683 6 WEDIS KLA DNA YTILITU TNEMESAE (PARCEL5)

TS SIOUL YTNOUC REP BD 6808 GP 185 DB 8202 PG 1238 STATE OF MISSOURIN/F

6'X 30'

31 82 81

00+101

X'6 '30

(PARCEL 5) D.B. 9934 PG. 1501 N/F STATE OF MO

UTILITY EASEMENT RETAINING WALLAND

DB 9934 PG 1501

DEDICATION PB 251PG 60 DEDICATION PB 259 PG 57 TS SIUOL YTOUNC REP BD 6816 GP 1173 BD 2820 GP 1238 TEATS FO IROUSSIM F/N

6'X 30' 6'X 30' 6'X 30' 6'X 30' X'6 '30 6 X '30

6'X 30' 6'X 30'

3 1

D.B. 10127, PG. 1523 N/F STATE OF MO ORIGINAL CLAYTON ROAD

21 22 51 52 11 62 61

3a 1a

00+100

4a 1 6

(PARCEL 24) D.B.9934 PG.1501 TO STATE OF MISSOURI EASEMENT FOR RIGHT-OF-WAY D.B 9424 PG.2253 TO STATE OF MISSOURI EASEMENT FOR RIGHT-OF-WAY (PARCEL 14)

X'6 '03 X'6 '30

CLAYTON (WIDTH VARIES)ROAD ST LOUIS COUNTYEASEMENT TO

D B .8541 PG .570

LNAIGIRO RETAXB OADR BAXTER (82'W )ROAD

10+00 11+00 12+00

X'6 '30 42 41 71

D.B. 9557 PG. 782 N/F MODOT P.B. 255,PG.8 TO MODOTRIGHT-OF-WAY DEDICATION P B 255 ,PG 8

TO ST .LOUIS COUNTY

(PARCEL 15-16) D.B. 8541, PG. 570 RIGHT-OF-WAY EASEMENT FOR

RIGHT-OF-W AY DEDICATION P .B 255 ,PG 8

NOT FOUND

ST LOUIS COUNTYCONVEYANCE TO

TO ST LOUIS COUNTY

RIGHT-OF-W AY DEDICATION

(PARCEL 15-16) D.B. 8541, PG. 570 RIGHT-OF-WAY EASEMENT FOR

h i h R E SP ON S I B I L I T Y S C A

ny li it d DESIGNED:

by d i l i

ll t h h

i f i ti pon i b ility f

by E A NG I N EE R I NG CC E SS

b E s ti m a t e s R e po r t s o r o t h e r D

21R, 22R A. O'BRIEN S. M. WAGNER

DB 9934 PG 1501 UTILITY EASEMENT RETAINING WALL AND 202 OF 108

nd d

f h l ting

t d f

7/14/2022

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h O P U B L I C W O R K S T R AN SP O R T A T I ON S. C. BUCK

i f t h t t h LL CA R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H )

N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' THE ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC. BY THE ENGINEER. PERMANENT STRIPING AT THE INTERSECTION WILL BE INSTALLED BY GRINDING OF EXISTING STRIPING AND INSTALLATION OF TEMPORARY STRIPING AS REQUIRED ADVANCE OF ANY STRIPING RELATED WORK. THE CONTRACTOR SHALL PERFORM ALL TRAFFIC'S DIVISION OF OPERATIONS (STRIPING SECTION) AT (314) 615-0233, 24 HOURS IN THE CONTRACTOR SHALL NOTIFY THE ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR, AND SHALL BE VERIFIED PRIOR TO ANY GRADING, ON THESE PLANS, SHALL BE THE RESPONSIBILITY OF THE FACILITIES, STRUCTURES AND UTILITIES, EITHER SHOWN OR NOT SHOWN VERIFICATION OF THE LOCATIONS OF ALL EXISTING UNDERGROUND SHOWN ON THESE PLANS, SHALL BE CONSIDERED APPROXIMATE ONLY. EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, IF VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED. DRAWINGS IS CURRENT. THE STANDARD DRAWINGS IN EFFECT FOR THIS PROJECT WILL BE THOSE DRAWINGS AVAILABLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE STANDARD DRAWINGS ERRATA SHEET TO ENSURE THEIR SET OF WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDDRAWINGS THE TRAFFIC SIGNAL DETAIL DRAWINGS ARE AVAILABLE AT: SIGNAL PLANS WERE APPROVED. THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDSPECIFICATIONSFORHIGHWAYCONSTRUCTION THE SECTION 904 SPECIFICATIONS ARE AVAILABLE AT: REFERENCES ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION/INSTALLATION OF THE SIGNALIZATION EQUIPMENT. AND WITH "ST. LOUIS COUNTY STANDARD DRAWINGS TRAFFIC SIGNAL DETAILS". THE CONTRACTOR SHALL HAVE SAID STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST. LOUIS COUNTY TRAFFIC SIGNALS"; UNLESS NOTED OTHERWISE, ALL TRAFFIC SIGNAL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ST. LOUIS COUNTY TRAFFIC SIGNAL PRECONSTRUCTION NOTE: CONTRACTOR, AS DIRECTED BY ST. LOUIS COUNTY. SHALL BE MADE WITHIN 72 HOURS AT THEIR COST BY AN ELECTRICAL EVENT THE CONTRACTOR DAMAGES THE CONDUIT AND CABLE, REPAIRS LOCATING AND SPOTTING EXISTING TRAFFIC SIGNAL CONDUIT. IN THE MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION WORK FOR DIVISION OF OPERATIONS (SIGNALS SECTION) AT (314) 615-0215 A CONTACT ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC, IT IS THE RESPONSIBILITY OF THE CONTRACTOR DEVELOPER TO CAUTION! EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT/CABLE SIGNAL PHASING E.B. LEFT - CLAYTON RD. (RTE. HH) N.B. LEFT BAXTER RD. W.B. - LEFT - CLAYTON RD. (RTE. HH) S.B. - LEFT - BAXTER RD. N.B. - THRU BAXTER RD. W/ PEDS - WEST SIDE S.B. THRU - BAXTER RD. W/ PEDS - NORTH SIDE W.B. THRU CLAYTON RD. (RTE. HH) W/ PEDS SOUTH SIDE E.B. THRU - CLAYTON RD. (RTE. HH) 1 - P.B. CAMERA (T.B.R.) PTZ CAMERA 1 - P.B. 1 - P.B. IN EXIST. CONDUIT ADD 2-2c#18(S), 1-5c#14 4" CONDUIT 1-5c#14 IN 7-2c#18(S), IN 4" CONDUIT 5-2c#18(S), 1-5c#14 EXIST. PULLBOX (T.B.R.&R.) C L AY T ON R OAD S I GNA L P L AN 2" CONDUIT 1-2c#18(S) IN 1-4c#18(APS), 1-1c#6(G), 98 OF 196 2 - P.B. w/1-4c#18(APS) EACH, IN POLE, WITH AUDIBLE MESSAGE EXIST. PULLBOX (U.I.P.) 20-2c#18(S), 3-5c#14, 1-4pr#24(S), EXIST. CABLES IN 2-4" CONDUIT EXIST. POWER SUPPLY (U.I.P.) (TYP) JACKET, IN SAWED SLOT 2-1C#14 W/TUBE (TYP) JACKET, IN SAWED SLOT 2-1C#14 W/TUBE ADD 1-5c#14, 1-4c#18(APS), IN EXIST. CONDUIT 1-1c#6(G), 1-4c#18(APS), 1-2c#18(S) IN 2" CONDUIT ADD 1-5c#14, 2-4c#18(APS) IN EXIST. CONDUIT IN SAWED SLOT (TYP) 2-1C#14 W/TUBE JACKET, IN 1" CONDUIT (TYP) 2-1c#14 W/TUBE JACKET IN 1" CONDUIT (TYP) 2-1c#14 W/TUBE JACKET IN 1" CONDUIT (TYP) 2-1c#14 W/TUBE JACKET 4" CONDUIT 2-5c#14 IN 10-2c#18(S), 1-1C#6(G), 1-4c#18(APS), 1-2c#18(S) IN 2" CONDUIT EXIST. PULLBOX (T.B.R.) CONDUIT SPLICE ADD 2-2c#18(S) IN EXIST. CONDUIT (ABANDON) CONDUIT EXIST. SPLICE CONDUIT 1. THE CONTROLLER UNIT SHALL BE NEMA CONFIGURATION. FOUR CONCURRENT PEDESTRIAN PHASES. HARNESSES FOR 8-PHASE OPERATION WITH FOUR OVERLAPS AND 2. THE CABINET BACK PANEL SHALL BE COMPLETELY WIRED WITH ADD 1-4pr#24(S) IN EXIST. CONDUIT 2-1c#14 W/TUBE JACKET IN 1" CONDUIT (TYP) 2-1C#14 W/TUBE JACKET, IN SAWED SLOT (TYP) EXIST. CONTROLLER (T.B.R. & R.) EXIST. PULLBOX (T.B.R.) AT SE QUAD OF BAXTER AND CLAYTON FROM CONDUIT SPLICE TO CONTROLLER RELOCATE EXIST. FIBER OPTIC CABLE SPLICE CONDUIT 3-2c#18(S), 1-4pr#24(S) IN 2" CONDUIT W/#2-CHANNEL DETECTOR CARDS ON EXISTING CONCRETE BASE INSTALL NEW 8-PHASE CONTROLLER AND CABINET (U.I.P.) CONDUIT EXIST. (U.I.P.) CONDUIT EXIST. (U.I.P.) CONDUIT EXIST. (U.I.P.) CONDUIT EXIST. FROM PULL BOX TO CONTROLLER RELOCATE EXIST. FIBER OPTIC CABLE T WW 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: i

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i f t h t t h R E SP ON S I B I L I T Y S C A

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h

h i h

by DESIGNED:

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O P U B L I C W O R K S T R AN SP O R T A T I ON S. C. BUCK

21R, 22R A. O'BRIEN S. M. WAGNER

7/14/2022 202 OF 109

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BASE NO. MAST ARM OR POST TYPE 4 2 TRAFFIC SIGNAL ITEMS ITEM NO. QUANT. UNIT DESCRIPTION 3a SIGNAL BASE AND EQUIPMENT SCHEDULE SIGNAL EQUIPMENT TYPE TYPE CONCRETE BASE (U.I.P.) EXIST (U.I.P.) EXIST P-3 1 (U.I.P.) EXIST (U.I.P.) EXIST (U.I.P.) EXIST. SIGNAL POST (U.I.P.) EXIST SIGNAL EQUIPMENT TYPE PULL BOX SCHEDULE BOX NUMBER CONCRETE 3 5 DOUBLE 1a 1b 3 4a 4b5 EXIST. 1 - PUSH BUTTON (U.I.P.) EXIST. 1 1S PED (U.I.P.) (U.I.P.) EXIST. SIGNAL POST (U.I.P.) EXIST P-3 P-3 1 PUSH BUTTON 1 PUSH BUTTON 1 PUSH BUTTON EXIST. 2 - PUSH BUTTON (TBR) EXIST. 2 1S PED (TBR&R) EXIST. 3 - 3B w/BP (ALL 12") (U.I.P.) Post, Signal, w/Sq. Pedestal Base and Post Cap, 7' Maximum Total Height, Aluminum Modem and Termination Housing TS2, Type 2, w/Battery Backup Detector, Pedestrian Push Button, APS, Freezeproof Pan Tilt Zoom (PTZ) Internet Protocol Video Surveillance Camera System (Camera w/ Bracket, Managed Ethernet Switch, and Misc. Cables) Conduit, 2" Conduit, 4" 3 1 5 1 321 6 904-28.07 904-49.22 904-49.51 904-52.00 904-54.00 EA EA EA EA LF LF 99 OF 196 Pull Box, Double, Concrete 1 904-88.02 EA EA Signal Head, Type 1S, Pedestrian 5 904-24.01 EA 1 904-49.52 Software License, PTZ Camera EA Cable, Signal, #14 Gauge, 5 Conductor Wire, Stranded Ground, #6 Gauge 904-83.05 904-84.00 904-85.18 904-85.81 LF LF LF LF LF 904-85.34 Cable, Push Button and/or Detector Loop Lead-In, #18 Gauge, 2 Conductor (Shielded) 70 Cable, Communication, #18 Gauge, 4 Conductor (APS) LF LF Cable, Communication, Power, PTZ Camera, #24 Gauge, 4 Pair (Shielded) 904-85.05 904-85.06 Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Conduit and Pull Boxes) Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Sawed Slot) 120 120 560 2 1 MORTAR W/CONC. APRON REINFORCED PLASTIC (17"W x 30"L x 26"MIN. H) Base, Type P-3, Concrete 3 904-91.43 EA 904-90.17 Preformed Pull Box (17"W x 30"L x 26"min.H), Reinforced Polymer Concrete w/1' Concrete Apron 1 1 EA 904-97.33 Removal of Existing Controller Cabinet PTZ CAMERA EXIST. CAMERA (TBR) EXIST. 3 - 3B w/BP (ALL 12") (U.I.P.) (TOTAL HEIGHT 7') AND POST CAP W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST (TOTAL HEIGHT 7') AND POST CAP W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST (TOTAL HEIGHT 7') AND POST CAP W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST 2 PUSH BUTTON (TBR&R) EXIST. 2 1S PED (TBR&R) EXIST. 4 - 3B w/BP (ALL 12") (U.I.P.) C L AY T ON R OAD M A TE R I A L S S I GNA L E QU I P M E N T / LF 84 904-51.00 Conduit, 1" EXIST. PUSH BUTTON (TBR) EXIST. 1 1S PED (TBR&R) EXIST. 3 - 3B w/BP (ALL 12") (U.I.P.) SIZE AND TYPE OF LOOP INDUCTION LOOP DETECTOR SCHEDULE NO. LOOP USED CHANNEL IN RACK CARD POSITION (3-TURNS) STANDARD (2-4-2) QUADRUPOLE 21 22 41 61 2 2 4 4 6 CARDS PROVIDED FOR FUTURE USE OPEN SLOTS IN CARD RACK 62 6 81 8 4,200 3,030 904-98.81 LF 420 240 42 82 31 51 52 71 11 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 6' x 30' 8 1 3 5 5 7 A B A B A B A B A B A A A (U.I.P.) EXIST. SIGNAL POST W/ ARM (U.I.P.) EXIST. SIGNAL POST W/ ARM (U.I.P.) EXIST. SIGNAL POST W/ ARM (U.I.P.) EXIST. SIGNAL POST W/ ARM EA 904-74.99 Conduit Repair (locate broken conduit, excavate, remove existing cable, repair/replace conduit, reinstall cable, backfill and restore) 5 5 EA 904-97.42 Removal of Signal Head 261 904-98.89 Relocation of Existing Signal Cables LF 430 Relocation of Existing Interconnect Cable 904-99.09 EA Controller, Fully Actuated, (8 Phase Timer, in Aluminum Cabinet Approx. 67"H x 44"W x 26"D, Wired for 8 Phase Operation) w/Internal Fiber Optic 904-43.87 x 44" W x 26"D) w/ BATTERY BACKUP ALUMINUM CABNET (APPROX. 67"H CONTROLLER, GROUND MOUNT, EXIST. CONTROLLER UNIT (TBR&R) (U.I.P.) EXIST EXIST. (UIP) EXIST. (ATG) EXIST. (TBR) 120 904-99.10 Fiber-Optic Fusion Splice EA 120 Fiber-Optic Termination EA 904-49.35 Detector Vehicle Induction Loop, Card Rack Mtg., 2 Channel, w/Delay and Extension Timing and Relay Outputs 8 2 EA 904-95.30 Removal of Preformed Pull Box 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

D B 8507 P G 1326 -

D.B. 8414, PG. 2033 ST. LOUIS COUNTY RIGHT-OF-WAY TO 62 63

61 11 41

3a 4b

3 5

6'X6 6'X6' -

30+00 31+00 32+00 33+00 34+00

by R E SP ON S I B I L I T Y S C A

4a 5

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h DESIGNED:

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b E s ti m a t e s R e po r t s o r o t h e r D

7/14/2022 4

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21R, 22R A. O'BRIEN S. M. WAGNER

ELEVATION=617.28 BENCHMARK #12314 202 OF 110

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LL CA R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H )

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c#14 W/TUBE (TYP) JACKET, IN SAWED SLOT 2-1c#14 W/TUBE 6 X 20 6 X 20 6 X 2 0 6 X 2 0 6'X 20' 6'X 20' 6 X 20 6 X 20 6 X 20 6 X 20 4" CONDUIT 1-5c#14(S) IN 2-2c#18(S), SAWED SLOT (TYP) 2-1c#14 W/TUBE JACKET, IN SAWED SLOT (TYP) 2-1c#14 W/TUBE JACKET, IN HO LL O W AY R OAD S I GNA L P L AN 1 - P.B. WITH AUDIBLE MESSAGE 1 P.B. WITH AUDIBLE MESSAGE 100 OF 196 1 - P.B. w/1-4c#18(APS), IN POLE 1-1c#6(G), 1-2c#18(S), 1-4c#18(APS) IN 2" CONDUIT IN EXIST. CONDUIT

1-5c#14(S),

IN 2" CONDUIT 1-1c#6(G), 1-2c#18(S), 1-4c#18(APS) 2" CONDUIT 1-1c#6(G), 1-2c#18(S), 1-4c#18(APS) IN 1-4c#18(APS) IN 2" CONDUIT 1-1c#6(G), 1-2c#18(S), 1-5c#14, 1-2c#18(S) IN 2" CONDUIT ADD 1-5c#14, 1-2c#18(S) IN EXIST. CONDUIT 1-4c#18(APS) IN 2" CONDUIT 1-1c#6(G), 1-2c#18(S), EXIST. CONDUIT ADD 1-5c#14, 2-4c#18(APS) IN RYG RYG IN EACH OF TWO 1" CONDUIT ADD 2-1c#14 W/TUBE JACKET IN EACH OF FOUR 1" CONDUIT ADD 2-1c#14 W/TUBE JACKET EACH OF FOUR 1" CONDUIT 2-1c#14 W/TUBE JACKET IN EACH OF TWO 1" CONDUIT 2-1c#14 W/TUBE JACKET IN 1. THE CONTROLLER UNIT SHALL BE NEMA CONFIGURATION. FOUR CONCURRENT PEDESTRIAN PHASES. HARNESSES FOR 8-PHASE OPERATION WITH FOUR OVERLAPS AND 2. THE CABINET BACK PANEL SHALL BE COMPLETELY WIRED WITH S.B. LEFT BAXTER RD. (FYA) 2-2c#18(S), 2-5c#14, 3-7c#14 IN 4" CONDUIT ADD 1-5c#14, 3-7c#14, 1-4c#18(APS) IN EXIST. CONDUIT 3-7c#14 IN 4" CONDUIT 6-2c#18(S), 4-5c#14(S), IN EXIST. CONDUIT 4-5c#14(S), 3-7c#14 ADD 6-2c#18(S), EXIST. CONTROLLER (TBR&R) R Y Y R Y Y R Y G 70 ( P A RC EL 1 ) E A S E M E N T F O R R I GH TOW (PARC EL 1) D B 8541 PG 570 DRAINAGE EASEM ENT (PARCEL 1) DB 8541,PG 570 DRAINAGE EASEMENT D B 84 03 P G 22 58 R I G H TO FW A Y T O GH TO FW A Y T O S T L O U I S C OU N T Y 8427 P G 230 8 S T L OU I S CO FW A Y T O HO LL O W AY ( W I D T H VA R I E S ) R OAD SD.B.8437,PG.1918 T.LOUIS COUNTYRIGHT-OF-WAY TO R I GH TO FW AY D E D I C A T I O N P.B.128,PG.10 10'STRIP FOR ROAD WIDENING 24.33'(R&S) S50°56'23"E D B 8 5 P G 081 I GH TOW A Y T O T L OU C O D.B. 8541, PG. 570 (PARCEL 1) TRAFFIC SIGNAL EASEMENT D.B. 8403, PG. 2258 TRAFFIC SIGNAL EASEMENT NO R T HS OU T H C E N TE R L I N E S E C T I ON 26

ADD

2-4c#18(APS)

T T 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: i

BAXTER (WIDTH VARIES)ROAD

by E SP ON S I B I L I T Y S C A

h i h

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h DESIGNED:

ny li it d

by d i l i

ll t h h

R E A NG I N EE R I NG CC E SS

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

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21R, 22R A. O'BRIEN S. M. WAGNER

7/14/2022 101 OF202196 OF 111

LL CA R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H )

103 OF 196 TRAFFIC SIGNAL ITEMS ITEM NO. QUANT. UNIT DESCRIPTION 904-05.43 904-24.01 904-28.07 904-49.22 904-51.00 904-52.00 904-54.00 904-83.05 904-85.05 904-85.06 904-85.18 904-91.43 904-95.10 904-95.40 Signal Head, Type 3B, Terminal Compartment, and Astro Bracket Mounting Signal Head, Type 1S, Pedestrian Post, Signal, w/Sq. Pedestal Base and Post Cap, 7' Maximum Total Height, Aluminim Detector, Pedestrian Push Button, APS, Freezeproof Conduit, 1" Conduit, 2" Conduit, 4" Cable, Signal, #14 Gauge, 5 Conductor Wire, Stranded Ground, #6 Gauge Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Conduit and Pull Boxes) Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Sawed Slot) Cable, Push Button and/or Detector Loop Lead-In, #18 Gauge, 2 Conductor (Shielded) Base, Type P-3, Concrete Opening Drilled in Existing Concrete Pull Box Adjustment of Concrete Single Pull Box EA EA EA EA LF LF LF LF LF LF LF LF EA EA EA 3 6 6 115 510 2,670 218 25 5 5 213 750 990 130 LF 270 904-85.34 Cable, Communication, #18 Gauge, 4 Conductor (APS) 904-84.00 EA 904-97.33 1 1 904-49.35 EA 4 Detector, Vehicle Induction Loop, Card Rack Mtg., 2 Channel, w/Delay and Extension Timing and Relay Outputs EA 1 904-95.42 Adjustment of Concrete Double Pull Box EA 1 904-01.14 Signal Head, Type 4T EA 1 904-02.33 Signal Head, Type 33S EA 1 904-05.44 Signal Head, Type 4B, Terminal Compartment, and Astro Bracket Mounting 904-43.88 EA 1 Phase Operation) w/Internal Fiber Optic Modem and Termination Housing TS2, Type 2, w/Battery Backup Controller, Fully Actuated, (8 Phase Timer, in Aluminum Cabinet Approx. 55"H x 44"W x 26"D, Wired for 8 904-83.07 LF 700 Cable, Signal, #14 Gauge, 7 Conductor EA 904-97.42 Removal of Signal Head 13 Removal of Existing Controller Cabinet BASE NO. MAST ARM OR POST TYPE 4 2 3b SIGNAL BASE AND EQUIPMENT SCHEDULE SIGNAL EQUIPMENT TYPE TYPE CONCRETE BASE (U.I.P.) EXIST (U.I.P.) EXIST P-3 1 (U.I.P.) EXIST 1a 3 4a 4b (U.I.P.) EXIST5 P-3 1 PUSH BUTTON P-3 1 PUSH BUTTON 1 PUSH BUTTON P-3 (U.I.P.) EXIST (U.I.P.) POLE W/ ARM EXIST STEEL TRAFFIC EXIST. 2 - PUSH BUTTON (TBR) EXIST. 2 1S PED. (TBR&R) EXIST. 2 3B (ALL 12") (TBR&R) 3a P-3 (TOTAL HEIGHT 7') AND POST CAP W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST (TOTAL HEIGHT 7') AND POST CAP W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST (TOTAL HEIGHT 7') AND POST CAP W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST (TOTAL HEIGHT 7') AND POST CAP W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST (TOTAL HEIGHT 7') AND POST CAP W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST 1 PUSH BUTTON 1 PUSH BUTTON (U.I.P.) EXIST. SIGNAL POST W/ ARM (U.I.P.) EXIST. SIGNAL POST W/ ARM (U.I.P.) EXIST. SIGNAL POST W/ ARM w/BATTERY BACKUP (APPROX. 55"Hx44"Wx26"D) MOUNT, ALUMINUM CABINET CONTROLLER, GROUND NEW 4T (ALL 12") EXIST. 2 - PUSH BUTTON (TBR) EXIST. 2 1S PED. (TBR&R) EXIST. 1 - 5T (ALL 12") (TBR) EXIST. 1 - PUSH BUTTON (TBR&R) EXIST. 1 1S PED. (TBR&R) EXIST. 1 3T (ALL 12") (TBR&R) NEW 4B (ALL 12") NEW 33S (ALL 12") EXIST. 1 - PUSH BUTTON (TBR) EXIST. 1 1S PED. (TBR&R) EXIST. 1 - 3S (ALL 12") (TBR) EXIST. 1 3B (ALL 12") (TBR&R) EXIST. 1 - 5B (ALL 12") (TBR) SIZE AND TYPE OF LOOP INDUCTION LOOP DETECTOR SCHEDULE NO. LOOP USED CHANNEL IN RACK CARD POSITION (3-TURNS) STANDARD (2-4-2) QUADRUPOLE 11 21 22 41 61 (2) 6' x 20' (2) 6' x 20' 1 2 2 4 6 CARDS PROVIDED FOR FUTURE USE OPEN SLOTS IN CARD RACK 3, 5, 7, 8 A A B A A (2) 6' x 20' (2) 6' x 20' (2) 6' x 20' 62 6 A 63 6 B 6' x 6' 6' x 6' SIGNAL EQUIPMENT TYPE PULL BOX SCHEDULE BOX NUMBER CONCRETE 1 2 PREFORMED 4 3 6 EXIST. SINGLE (UIP) EXIST. SINGLE (ATG) EXIST. DOUBLE (ATG) 5 EXIST. DOUBLE (UIP) EA 1 904-01.13 Signal Head, Type 3T HO LL O W AY R OAD M A TE R I A L S S I GNA L E QU I P M E N T / 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

VILLAGE OF MANCHESTER

RIGHTS GRANTED TO THE

LAFAYETTE (50'W)CENTER FOR SEWERS AND PUBLIC UTILITIES

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h E SP ON S I B I L I T Y S C A

D.B.7370,PG.2484 (PARCEL28)

EASEMENT FOR RIGHT-OF-WAY

5 S66°34'49"E 226.39'

LOC .# 22R310621

50'EASEMENT PER P .B .93 ,PG .32 DB 17652 PG 26 TO ST LOUIS COUNTY TRAFFIC SIGNAL ESMT

D.B. 17652, PG. 26 SIGHT DISTANCE ESMT.

100 BAXTER ROAD

D .B .17652 ,PG .26 CORPORATION SHER CARE N/F

105+00 106+00 107+00 108+00 109+00 110+00

1 1 2 3 3 41

62 61 6'X 6'

ny li it d

ll t h h

4a 5 51 21 22

ST.LOUIS COUNTY PROJ.77BI-8

6'X 6'

i f t h t t h E A NG I N EE R I NG CC E SS

h i h DESIGNED:

by d i l i

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

R LL CA R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H )

21R, 22R A. O'BRIEN S. M. WAGNER

nd d

f h l ting

j t d f

ny p

by O P U B L I C W O R K S T R AN SP O R T A T I ON S. C. BUCK

106+18.09 108+44 48 HEET 202 OF 112

IN DB 7563 PG 6 ORDINANCE #83-061RECORDED VACATED BY CITY OF MANCHESTER FORMER LAFAYETTE CENTER (50 WIDE) D .B 17652 ,PG 26 TO ST .LOUIS CO SIGNAL ESMT D.B. 8107, PG. 28 ST. LOUIS COUNTY RIGHT-OF-WAY TO R=759.20'L=542.47'(R&S) Chd=S46°06'38"E 531.00' DB 8107 PG 28 TO ST LOUIS COUNTY TRAFFIC SIGNAL ESMT 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

7/14/2022 4

N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' CONTRACTOR, AS DIRECTED BY ST. LOUIS COUNTY. SHALL BE MADE WITHIN 72 HOURS AT THEIR COST BY AN ELECTRICAL EVENT THE CONTRACTOR DAMAGES THE CONDUIT AND CABLE, REPAIRS LOCATING AND SPOTTING EXISTING TRAFFIC SIGNAL CONDUIT. IN THE MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION WORK FOR DIVISION OF OPERATIONS (SIGNALS SECTION) AT (314) 615-0215 A CONTACT ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC, IT IS THE RESPONSIBILITY OF THE CONTRACTOR DEVELOPER TO CAUTION! EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT/CABLE EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR, AND SHALL BE VERIFIED PRIOR TO ANY GRADING, ON THESE PLANS, SHALL BE THE RESPONSIBILITY OF THE FACILITIES, STRUCTURES AND UTILITIES, EITHER SHOWN OR NOT SHOWN VERIFICATION OF THE LOCATIONS OF ALL EXISTING UNDERGROUND SHOWN ON THESE PLANS, SHALL BE CONSIDERED APPROXIMATE ONLY. EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, IF THE ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC. BY THE ENGINEER. PERMANENT STRIPING AT THE INTERSECTION WILL BE INSTALLED BY GRINDING OF EXISTING STRIPING AND INSTALLATION OF TEMPORARY STRIPING AS REQUIRED ADVANCE OF ANY STRIPING RELATED WORK. THE CONTRACTOR SHALL PERFORM ALL TRAFFIC'S DIVISION OF OPERATIONS (STRIPING SECTION) AT (314) 615-0233, 24 HOURS IN THE CONTRACTOR SHALL NOTIFY THE ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED. DRAWINGS IS CURRENT. THE STANDARD DRAWINGS IN EFFECT FOR THIS PROJECT WILL BE THOSE DRAWINGS AVAILABLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE STANDARD DRAWINGS ERRATA SHEET TO ENSURE THEIR SET OF WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDDRAWINGS THE TRAFFIC SIGNAL DETAIL DRAWINGS ARE AVAILABLE AT: SIGNAL PLANS WERE APPROVED. THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDSPECIFICATIONSFORHIGHWAYCONSTRUCTION THE SECTION 904 SPECIFICATIONS ARE AVAILABLE AT: REFERENCES ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION/INSTALLATION OF THE SIGNALIZATION EQUIPMENT. AND WITH "ST. LOUIS COUNTY STANDARD DRAWINGS TRAFFIC SIGNAL DETAILS". THE CONTRACTOR SHALL HAVE SAID STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST. LOUIS COUNTY TRAFFIC SIGNALS"; UNLESS NOTED OTHERWISE, ALL TRAFFIC SIGNAL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ST. LOUIS COUNTY TRAFFIC SIGNAL PRECONSTRUCTION NOTE: RYG R Y G G R Y G R Y YR G GYR G R Y G R Y R YGY R Y Y G (T.B.R.) SIGNAL POST (T.B.R.) SIGNAL POST (T.B.R.) PULL BOX (T.B.R.) SIGNAL POST G R Y (TYP) JACKET, IN SAWED SLOT 2-1c#14 W/TUBE 2-1c#14 W/TUBE JACKET, IN SAWED SLOT (TYP) PULL BOX (T.B.R.) (TYP) JACKET, IN SAWED SLOT 2-1C#14 W/TUBE 3-7c#14 IN 4" CONDUIT 1-1c#6(G), 1-2c#18(S), 1-5c#14, IN 2" CONDUIT 1-2c#18(S), 1-5c#14 1-2c#18(S), 1-5c#14, 3-7c#14 IN 4" CONDUIT 1-1c#6(G), 1-2c#18(S), 1-5c#14 IN 2" CONDUIT 6'X 20' 6'X 20' 6'X 20 ' 6'X 20 ' 6'X 20' 6'X 20' OVERHEAD VIDEO DETECTION CONTROLLER (UIP) 6'X 6' 6'X 6' SAWED SLOT (TYP) 2-1c#14 W/TUBE JACKET, IN IN SAWED SLOT (TYP) 2-1c#14 W/TUBE JACKET, (T.B.R.) BOX PULL EXIST. CONDUIT ADD 2-2c#18(S) IN EXIST. CONDUIT ADD 2-2c#18(S) IN D R IV E ANDERSO HN AND E R S OHN D R I V E S I GNA L P L AN (T.B.R.) PULL BOX (T.B.R.) POST SIGNAL 102 OF 196 2 - P.B. w/1-4c#18(APS) EACH, IN POLE, WITH AUDIBLE MESSAGE 1 P.B. w/1-4c#18(APS), IN POLE 1-1c#6(G), 3-7c#14, 1-3c#14 IN 4" CONDUIT 13-2c#18(S), 5-5c#14, 12-7c#14, 1-3c#14 IN 2-4" CONDUIT 1-1c#6(G), 2-2c#18(S), 1-5c#14, 3-7c#14 IN 4" CONDUIT 8-2c#18(S), 3-5c#14, 6-7c#14 IN 4" CONDUIT 5-2c#18(S), 1-5c#14, 3-7c#14 IN 4" CONDUIT SIGNAL PHASING W/ PEDS NORTH SIDE W.B. THRU - BAXTER RD. E.B. LEFT BAXTER RD. W.B. LEFT BAXTER RD. W/ PEDS SOUTH SIDE E.B. THRU BAXTER RD. IN POLE w/1-4c#18(APS), 1 - P.B. GRY PED. HEAD 1 - P.B. w/1-4c#18(APS), IN POLE AND 1ANDERSOHN DR. S.B. THRU & S.B. LEFTDR. W/ PEDS EAST SIDE N.B. - THRU & N.B. - LEFT - ANDERSOHN IN EACH OF TWO 1" CONDUIT ADD 2-1c#14 W/TUBE JACKET IN EACH OF TWO 1" CONDUIT ADD 2-1c#14 W/TUBE JACKET EACH OF TWO 1" CONDUIT 2-1c#14 W/TUBE JACKET IN 2-1c#14 W/TUBE JACKET IN EACH OF TWO 1" CONDUIT EACH OF TWO 1" CONDUIT 2-1c#14 W/TUBE JACKET IN 1. THE CONTROLLER UNIT SHALL BE NEMA CONFIGURATION. FOUR CONCURRENT PEDESTRIAN PHASES. HARNESSES FOR 8-PHASE OPERATION WITH FOUR OVERLAPS AND 2. THE CABINET BACK PANEL SHALL BE COMPLETELY WIRED WITH POLE 1 P.B. w/1-4c#18(APS), IN 3-7c#14 IN 4" CONDUIT 1-1c#6(G), 1-5c#14, 1-2c#18(S), CONDUIT SPLICE CONDUIT SPLICE SUPPLY (TBR&R) EXIST. POWER EXISTING POWER CABLES NEW 2" CONDUIT WITH D.B.7370,PG.2484 (PARCEL28) EASEMENT FOR RIGHT-OF-WAY (PARCEL 28) D.B.7370,PG.2484 DRAINAGE EASEMENT (PARCEL 28) D.B.7370,PG.2484 DRAINAGE EASEMENT (PARCEL 28) D B 7370, PG 2484 DRAINAGE EASEMENT

(PUBLIC PER D.B.6968 PG.48) P B 288 PG 35 TO CITY OF MANCHESTER RIGHT-OF-W AY DEDICATION LOC# 22R320457 405 BAXTER ROAD D.B. 6968 PG. 45 CAPLACO SIX, INC. N/F LOC.# 22R320457 405 BAXTER ROAD D.B. 6968, PG. 45 CAPLACO SIX, INC. N/F

(PUBLIC PER D.B.7370,PG.2484) BAXTER (86'W)ROAD

i f t h t t h R E SP ON S I B I L I T Y S C A

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h

h i h

by DESIGNED:

ny li it d

by d i l i

ll t h h

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

nd d

f h l ting

j t d f

ny p

7/14/2022

21R, 22R A. O'BRIEN S. M. WAGNER

Video Detection Camera, #18 Gauge, 3 Conductor Communication, 20 103 OF 196202 OF 113

O P U B L I C W O R K S T R AN SP O R T A T I ON S. C. BUCK

E A NG I N EE R I NG CC E SS

LL CA R S R E S U R F A C I NG B AX TE R R OAD ( S OU T H )

BASE NO. MAST ARM OR POST TYPE 3 TRAFFIC SIGNAL ITEMS ITEM NO. QUANT. UNIT DESCRIPTION SIZE AND TYPE OF LOOP INDUCTION LOOP DETECTOR SCHEDULE NO. LOOP USED CHANNEL IN RACK CARD POSITION (3-TURNS) STANDARD (2-4-2) QUADRUPOLE 51 21 41 61 62 5 2 4 6 6 CARDS PROVIDED FOR FUTURE USE OPEN SLOTS IN CARD RACK 3a A A A A B SIGNAL BASE AND EQUIPMENT SCHEDULE SIGNAL EQUIPMENT TYPE TYPE CONCRETE BASE C-3 B-7 1 2 5 SIGNAL EQUIPMENT TYPE PULL BOX SCHEDULE BOX NUMBER CONCRETE 2 3 PREFORMED 4 4a C-3 B-9 B-7 B-7 (UIP)1 PUSH BUTTON 1 PUSH BUTTON 1 1S PED. (APPROX. 16" x 18") 1 PUSH BUTTON 1 1S PED. (APPROX. 16" x 18") (TOTAL HEIGHT 10') W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST (TOTAL HEIGHT 10') W/ SQUARE BASE PEDESTAL ALUMINUM SIGNAL POST 22 11 2 1 B A SINGLE POLE w/ 36' ARM STEEL TRAFFIC SIGNAL POLE w/ 36' ARM STEEL TRAFFIC SIGNAL POLE w/ 36' ARM STEEL TRAFFIC SIGNAL POLE w/ 40' ARM STEEL TRAFFIC SIGNAL 1 PUSH BUTTON 1 1S PED. (APPROX. 16" x 18") 1 4S W/BP (ALL 12") 1 3B W/BP (ALL 12") 1 5B W/BP (ALL 12") 1 1S PED. (APPROX. 16" x 18") 1 4S W/BP (ALL 12") 1 3B W/BP (ALL 12") 1 5B W/BP (ALL 12") EXIST. CONTROLLER (UIP) 1 VIDEO DETECTION CAMERA 1 4S W/BP (ALL 12") 1 3B W/BP (ALL 12") 1 4B W/BP (ALL 12") 904-02.13 904-02.14 904-05.45 904-24.01 904-49.22 904-49.99 904-51.00 904-52.00 904-54.00 904-83.05 904-83.07 904-84.00 904-85.05 904-85.06 904-85.18 904-88.01 904-88.02 Signal Head, Type 3S Signal Head, Type 4S Signal Head, Type 1S, Pedestrian Detector, Pedestrian Push Button, APS, Freezeproof Vehicle Video Detection System (Cameras w/ Internal Processors, Termination Panels, CAT 5 Cable, and Misc. Hardware) Conduit, 1" Conduit, 2" Conduit, 4" Cable, Signal, #14 Gauge, 5 Conductor Cable, Signal, #14 Gauge, 7 Conductor Wire, Stranded Ground, #6 Gauge Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Conduit and Pull Boxes) Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Sawed Slot) Cable, Push Button and/or Detector Loop Lead-In, #18 Gauge, 2 Conductor (Shielded) Pull Box, Single, Concrete Pull Box, Double, Concrete EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF EA EA EA 2 6 6 142 160 1 1,950 2,690 600 DOUBLE 6 329 103 OF 196 930 904-85.34 904-85.82 Cable, Power, Video Detection Camera, #18 Gauge, 3 Conductor LF Cable, Communication, #18 Gauge, 4 Conductor (APS) EA 3 EA 904-91.57 Base, Type B-7, Concrete 904-91.59 Base, Type B-9, Concrete 1 2 EA EA EA 904-95.21 904-96.16 4 3 904-97.20 EA 1 904-95.20 Removal of Concrete Single Pull Box Removal of Concrete Double Pull Box 1 Removal of Signal Equipment (Intersection) 1 4 EA 2 EA 904-05.43 904-05.44 Signal Head, Type 3B, Terminal Compartment, and Astro Bracket Mounting Signal Head, Type 4B, Terminal Compartment, and Astro Bracket Mounting Signal Head, Type 5B Cluster Assembly, Terminal Compartment, and Astro Bracket Mounting 3 EA 2 904-28.10 Post, Signal, w/Sq. Pedestal Base and Post Cap, 10' Total Height, Aluminum AND E R S OHN D R I V E M A TE R I A L S S I GNA L E QU I P M E N T / EA 904-32.36 19' Pole, w/36' Mast Arm, Steel 3 904-32.40 19' Pole, w/40' Mast Arm, Steel EA 1 1840 (UIP) 17"W x 30"L x 26"H EXISTING (2) 6' x 20' 6' x 6' 6' x 6' 6' x 6' 6' x 6' (2) 6' x 20' (2) 6' x 20' 3, 7, 8 2 PUSH BUTTON 2 1S PED. (APPROX. 16" x 18") 1 4S W/BP (ALL 12") 1 3S W/BP (ALL 12") 1 4B W/BP (ALL 12") 1 90 1 17"W x 30"L x 26"H 129 100 2 904-91.73 Base, Type C-3, Concrete EA 1 904-86.01 Power Supply Assembly, on Wood Utility Pole,120 240 Volt 904-98.81 Relocation of Existing Interconnect Cable LF 430 904-99.09 EA Fiber-Optic Termination 60 904-99.10 EA 60 Fiber-Optic Splices EA 1 904-89.17 Preformed Pull Box (17"W x 30"L x 26" min. H), Reinforced Polymer Concrete Removal of Concrete Base, Type A, B, F, (Full Depth, Under 3.0 Cubic Yards) 21MSD-00173 FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

C.B. WRIGHT C.A. BUETTNER plans. into new concrete to the length as shown on the concrete where possible. Bars shall be embedded shall be cleanly stripped and embedded into new Bars bonded in existing concrete not removed before ordering new material. Contractor shall verify all dimensions in field dashed lines. Heavy lines indicate new work. Outline of existing work is indicated by light U.I.P. = Use-in-place Miscellaneous: Traffic Control Plans. Road shall remain open during construction. See Traffic Handling: unit price for Bridge Approach Slab. considered completely covered by the contract for mechanical bar splices and they will be or 710 except that no measurement will be made bar splices shall be in accordance with Sec 706 MBS refers to mechanical bar splices. Mechanical All rebar shall be epoxy coated. 1/2", unless otherwise shown. Minimum clearance to reinforcing steel shall be 1 Reinforcing Steel: partition joint filler, except as noted. 1057 for preformed sponge rubber expansion and All joint filler shall be in accordance with Sec Joint Filler: fy = 60,000 psi Reinforcing Steel (Grade 60) f'c = 4,000 psi Median Strip and Barrier) Class B-1 Concrete (Concrete Design Unit Stresses: Pedestrian Loading = 85 psf Future Wearing Surface = 15 lb/sf Vehicular = HL-93 (New Work), HS20-44 (Existing) Design Loading: AASHTO-1977 Load Factor Design (Old Work) (9th Ed.) (New Work) 2020 AASHTO LRFD Bridge Design Specifications Design Specifications: GENERAL NOTES AND SECTIONS GENERAL PLAN, NOTES 104 OF 196 T.P. LOHMAN R.A.S. NO. 1 20" 6" max. 5" min. 4" Coated Bar #4 Epoxy (2' Wide). contract unit price for Concrete Median Strip locating existing rebar shall be included in the used to reliably locate the rebar. Cost of means such as ground penetrating radar shall be when drilling holes for R.A.S. Non-destructive The Contractor shall avoid existing reinforcement shall not be less than 5" nor more than 6". pullout strength in accordance with Sec 1039 but that required to meet the minimum ultimate = 4,000 psi for the resin anchor systems shall be The minimum embedment depth in concrete with f'c unit price for Concrete Median Strip (2' Wide). considered completely covered by the contract anchor systems, complete in place, will be Cost of furnishing and installing the resin resin anchor systems in accordance with Sec 1039. The contractor shall use one of the qualified R.A.S. = Resin Anchor System Notes: (220 Required) Approach Slab (Typ.) Existing Bridge 1 OF 4FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP:MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY DISCLAIMER OF GRAND GLAIZE CREEK BAXTER ROAD OVER WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2020 DISCIPLINE: PROFESSIONAL ENGINEERING ST. LOUIS COUNTY BRIDGE NO. MODOT BRIDGE NO. BRIDGE SHEET NO. TRANSPORTATION PUBLIC WORKS 096B827 127 PE-2001018771 NUMBER THOMAS P. LOHMAN STATE OF MSSOUR I I I PROFESSONALENGNEER I TYPICAL CROSS SECTION THRU BRIDGE 13'-0" U.I.P. Existing Bridge Deck (Typ.) 58'-8" U.I.P. Existing Safety Barrier Curb U.I.P. Existing Safety Barrier Curb C/L Roadway Existing C/L Roadway Proposed Concrete Median Strip New 24" Wide, 6" High 5'-6" Varies GENERAL PLAN Existing C/L Roadway Proposed C/L Roadway Strip (2' Wide) New Concrete Median 130 and Bridge Approach Slab Safety Barrier Curb Transition, New Safety Barrier Curb, Approach Slab (Typ.) Existing Barrier Curb on Existing Edge of Sidewalk U.I.P. Existing Safety Barrier Curb Existing Fill Face Existing Fill Face A A " Joint Filler 4 1 " Joint Filler 4 1 E q S p 3# 4S 2 C C 54-Pr. R.A.S. No. 1 @ abt. 12" cts. 53'-2"± 30'-0"± 30-PrRAS No 1@ abt12"cts 26'-5"± 26-PrRAS No 1@ abt12"cts E q S p a 3#4S 3 B B 84+00 35'-2"± 60 "± 33'-2± Approach Slab (Typ.) Existing Bridge 56 8 2710 3# 4S 1 Eq Sp a PART SECTION A-A Existing Approach Slab New Approach Slab Sheet No. 114. For Type B Barrier reinforcement details, see slab not shown. See Standard Drawing 503 for details of approach Notes: reinforcement to existing reinforcement. Bar Splicer (MBS) to splice new cannot be achieved, use a Mechanical * Where 2'-0" minimum embedment of existing 2'-0" min. embedment reinforcement * New Safety Barrier Curb Transverse Reinforcement U.I.P. Existing Approach Slab to be removed Existing Barrier Curb and Existing Fill Face Existing Fill Face Existing Edge of Sidewalk U.I.P. Existing Safety Barrier Curb 34 ± 33'-2"± PARTIAL REMOVAL PLAN of Bridge Approach Slab. completely covered by the contract unit price for Removal and approach slab to the limits shown will be considered with Sec 704 except that removal of existing barrier Partial removal of concrete shall be in acccordance line prior to removing concrete. Saw cut 1" into existing approach slab along removal Notes: 35'-3"± 6'-5"± PART SECTION B-B R.A.S. No. 1 22 1" 1 6 2 c l #4-S1, S2 or S3 PART SECTION C-C Approach Slab New Bridge Reinforcement U.I.P. Existing 104 113 OF 201202 OF 114

15'-0" Transition 20'-2"± (Barrier only) Ë 1/4" Joint (Typ.) * #5-C1 (Typ.) * #5-C1 #5-R5 2-#5-R5

(Barrier only) Ë 1/4" Joint

Curb on Bridge U.I.P. Safety Barrier Approach Slab North Bridge

ELEVATION OF BARRIER

Longitudinal dimensions are horizontal.

PART ELEVATION OF BARRIER

(1) Four feet long, centered on joint,

slip-formed option only

R-BAR PERMISSIBLE ALTERNATE SHAPE

Bars 2-#5-R Bars forming is not used. (All dimensions are out to out.) shown, at the contractor's option, only when slip

horizontal barrier bars. Use a minimum lap of 3~1" for #5

The cross-sectional area above the

slab is 2.27 square feet.

(2) To top of bar

(3) The R1 bar may be separated into two bars as

(See Sheet No. 106) 2 OF 4

with conventional forming. may be used. Saw cut joints may be used

grade. to grade with barrier joints normal to Top of barrier shall be built parallel

bevel, unless otherwise noted. either a 1/2-inch radius or a 3/8-inch All exposed edges of barrier shall have

Payment for all concrete and

Barrier Curb Transition. contract lump sum price for Safety be considered completely covered by the reinforcement, complete in place, will

Concrete in the barrier shall be Class

B-1.

Joint sealant and backer rods shall be

joints. joint sealant for saw cut and formed in accordance with Sec 717 for silicone

barrier shall have a vertically broomed For slip-formed option, both sides of

finish and the top shall have a

transversely broomed finish.

Work this sheet with Sheet No. 115.

FEDERAL PROJECT NO. STP-5548(606)

MSD BASE MAP: -

DESCRIPTION

COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE

APP.

RESPONSIBILITY DISCLAIMER OF GRAND GLAIZE CREEK BAXTER ROAD OVER

127

MSD: DRAWN:

NUMBER

PE-2001018771

engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be hereby specify that the DESIGNED:

DATE: CHECKED:

AR-1555 SHEET SEQUENCE:

THOMAS P. LOHMAN STATE OF MSSOUR I I I PROFESSONALENGNEER I 114 OF 201202 OF 115

WWW. HORNERSHIFRIN .COM 314-531-4321

* Slip-formed option only. BARRIER CURB DETAILS

FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2020 DISCIPLINE: PROFESSIONAL ENGINEERING ST. LOUIS COUNTY BRIDGE NO. MODOT BRIDGE NO. BRIDGE SHEET NO.

TRANSPORTATION PUBLIC WORKS 096B827

C.B. WRIGHT A A

6" 6" #5-R

#5-R

PART

Filler 1/4" Joint @ abt. 12" cts. #5-R1,

R4 @

12" cts. #5-R1, R3

R4 21-#5-R1,

2½" #5-R4 #5-R3

Bar

Bar Ë ¼" Joint (Formed or Saw Cut) AT FORMED JOINT

ELEVATION (Sec 1057)

R3 and

abt.

and

R3 & R4 @ abt. 12" cts.

3" Const.

Bar (3) #5-R Bar (3) #5-R 2'-6" 2'-6"

Jt. General Notes:

Bars (1) Fiberglass #4 Textured SECTION

7" 7" 2" 16" Const.

19" 10" …" …" 6" #5-R1 #5-R4 #5-R3 #5-R Bar #5-R Bar 2'-8" 3" 12„" (2) 2'-8…"

A-A

Joint

barrier

(Left

shown)

#5-R

#5-C1

Bar

(Typ.)

2-#5-R

Conventional forming or slip forming C.A. BUETTNER T.P. LOHMAN 105 OF 196

C.B. WRIGHT C.A. BUETTNER Work this sheet with Sheet No. 114. CURB DETAILS TRANSITION BARRIER T.P. LOHMAN 3 OF 4 106 OF 196FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP:MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY DISCLAIMER OF GRAND GLAIZE CREEK BAXTER ROAD OVER WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 EXPIRATION DATE: DECEMBER 31, 2020 DISCIPLINE: PROFESSIONAL ENGINEERING ST. LOUIS COUNTY BRIDGE NO. MODOT BRIDGE NO. BRIDGE SHEET NO. TRANSPORTATION PUBLIC WORKS 096B827 127 PE-2001018771 NUMBER THOMAS P. LOHMAN STATE OF MSSOUR I I I PROFESSONALENGNEER I A A 4'-0½" 10'-11½" 2-#5-K7 E D C B 2-#5-K5 2-#5-K6 B C D E 10" 1'-7" 6" 2" 7" 8½" 1'-5½" 3" 22-#5-K2 Spa. @ 6" cts. 22-#5-K2 Spa. @ 6" cts. @ 6" cts. 8-#5-K3 Spa. @ 6" cts. 8-#5-K3 Spa. 2-#5-K6 #5-K7 4'-0½" 10'-11½" #5-K5 or K6 #5-K6 #5-K5 BARRIER CURB ELEVATION TYPICAL TRANSITION BARRIER CURB PLAN TYPICAL TRANSITION Ë ¼" Jt. Filler (Min.) Ë ¼" Jt. Filler (Min.) Ë ¼" Jt. Filler Ë ¼" Jt. Filler 9" 9" 2" #5-K4 * * Fit bar to follow top of Transition Barrier Curb 17-#5-K8 Spa. with #5-K1 17-#5-K1 Spa. @ 6" cts. 17-#5-K8 Spa. with #5-K1 17-#5-K1 Spa. @ 6" cts. #5-K4 * 9" Roadway Face SECTION A-A SECTION B-B SECTION C-C SECTION D-D SECTION E-E #5-K2 #5-K3 #5-K3 #5-K2 #5-K4 #5-K6 #5-K5 #5-K6 #5-K4 #5-K7 #5-K7 #5-K8 9" 9" #5-K1 3" 2" 2" #5-K8 9" 9" #5-K1 3" #5-K2 #5-K6 #5-K5 9" 2" #5-K6 #5-K6 #5-K6 9" 106 OF 196 115 OF 201 202 OF 116

127

y do c u m e n t s i n t e nd e d t o b e R E SP ON S I B I L I T Y D I S C L A I M E R O F G R AND G L A I ZE CR EE K B AX TE R R OAD OV E R

ny li it d I

nd by f t h t t h DESIGNED:

h i h by

by d i l i

ll t h h

i f i ti i b ilit f

nd d

b E s ti m a t e s R e po r t s o r o t h e r D

ny p t f t h l ting

NUMBER

PE-2001018771

THOMAS P. LOHMAN STATE OF MSSOUR I I I PROFESSONALENGNEER I 107 OF 196 116 OF 201 202 OF 117

h WWW HO R N E R S H I F R I N C O M 3145314321 F AX 3145316966 S A I N T L OU I S M I SS OU R I 63103 401 S 18 T H S T R EET S U I TE 400 E X P I R A T I ON DA TE D E C E M B E R 31 2020 D I S C I P L I N E P R O F E SS I ONA L E NG I N EE R I NG ST. LOUIS COUNTY BRIDGE NO. MODOT BRIDGE NO. BRIDGE SHEET NO.

i T R AN SP O R T A T I ON P U B L I C W O R K S 096B827

C.B. WRIGHT C.A. BUETTNER 107 OF 196 T.P. LOHMAN SHAPE 6 SHAPE 7 SHAPE 8 SHAPE 9 B B C SHAPE 10 SHAPE 12 D SHAPE 14 A SHAPE 11 G A SHAPE 13 B D SHAPE 15 SHAPE 16 SHAPE 17 SHAPE 18 SHAPE 20 A A G SHAPE 19 C SHAPE 21 B B D SHAPE 23 SHAPE 24 SPOT WELD AASHTO M32 SIZE W5 WIRE (TYP.) C C SHAPE 25 C VERTICAL LEG SHAPE 26 SHAPE 27 D SHAPE 28 E SHAPE 29 A G SHAPE 31 C E SHAPE 30 SHAPE 2290° STIRRUP HOOK A OR G HOOK A OR G APPROX. H D (IN.) BAR SIZE STIRRUP HOOK DIMENSIONS 90 HOOK 135 HOOK GRADES 40 - 50 - 60 KSI 135° STIRRUP 180° 90° END HOOK DIMENSIONS 180° HOOKS ALL GRADES BAR SIZE D (IN.) 90° HOOKS SHAPE 35 11 / 2 T U R N S C D SHAPE 33 135° HOOK SHAPE 34 BENDING DIAGRAMS 6d FOR #4 AND #5, DETAILING DIMENSION DETAILING DIMENSION C D C B B E K K H K H B E B E D C C B C K B D B D B C D B E K C F E B B C B C D K H K C F E D K K H H K D C K H E B B B C K F C E B D B D K C C B D D K B K F H B A OR G D D d D d D 6d d J D d D 12d C D C P I T C H B B K F H E B H A O R G A OR G HOOK 12d FOR #6 D I M E N S I ON D ET A I L I NG A O R G HOOK A OR G J A OR G #4 3" 6" 4" 8" #8 6" 11" 8" 16" #4 2" 4 1/2" 4 1/2" 3" #5 2 1/2" 6" 5 1/2" 3 3/4" #6 4 1/2" 12" 8" 4 1/2" 4d OR 2 1/2" MIN. #3 2 1/4" 5" 3" 6" #5 3 3/4" 7" 5" 10" #6 4 1/2" 8" 6" 12" #7 5 1/4" 10" 7" 14" #9 9 1/2" 15" 11 3/4" 19" #10 10 3/4" 17" 13 1/4" 22" #11 12" 19" 14 3/4" 2'-0" #14 18 1/4" 2'-3" 21 3/4" 2'-7" barbill_i Effective: May 2016 Supersedes: Aug. 2008 NO R E Q D S I ZE M A R K LOCATION DIMENSIONS FT. IN. FT. IN. FT. IN. FT. IN. FT. IN. FT. IN. FT. IN.FT.IN.FT.IN. LBS. WEIGHT B C D E F H K BILL OF REINFORCING STEEL E P OXY ( E ) S HA P E NO S T I RR U P ( S ) S U B S T R ( X ) VA R I E S ( V ) NO E A C H NO. MARK LE NG T H NO M I NA L LE NG T H A C T UA L NO R E Q D S I ZE M A R K LOCATION DIMENSIONS FT. IN. FT. IN. FT. IN. FT. IN. FT. IN. FT. IN. FT. IN.FT.IN.FT.IN. LBS. WEIGHT B C D E F H K BILL OF REINFORCING STEEL E P OXY ( E ) S HA P E NO S T I RR U P ( S ) S U B S T R ( X ) ( ) NO. MARK LE NG T H NO M I NA L LE NG T H A C T UA L ON A BAR. "D" IS THE SAME FOR ALL BENDS AND HOOKS NOTE: UNLESS OTHERWISE NOTED, DIAMETER D LAP C VERTICAL LEG D SHAPE 32 C K SHAPE 36 A G B NOTE: E = EPOXY COATED REINFORCEMENT. S = STIRRUP. X = BAR IS INCLUDED IN SUBSTRUCTURE QUANTITIES. NO. EA. = NUMBER OF BARS OF EACH LENGTH. ACTUAL LENGTHS ARE MEASURED ALONG CENTERLINE BAR TO THE NEAREST INCH. PAYWEIGHTS ARE BASED ON ACTUAL LENGTHS. REINFORCING STEEL (GRADE 60) FY = 60,000 PSI. BENT WITH SAME PROCEDURE AS FOR 90 DEGREE STANDARD HOOKS. ALL STANDARD HOOKS AND BENDS OTHER THAN 180 DEGREE ARE TO BE SHOWN ON THIS SHEET. HOOKS AND BENDS SHALL BE IN ACCORDANCE WITH THE PROCEDURES AS SHOWN ON THIS LINE AND THE FOLLOWING LINE. V = BAR DIMENSIONS VARY IN EQUAL INCREMENTS BETWEEN DIMENSIONS BENDING DIAGRAMS AND ARE LISTED FOR FABRICATORS USE. (NEAREST INCH) NOMINAL LENGTHS ARE BASED ON OUT TO OUT DIMENSIONS SHOWN IN AND WEIGHT OF COLUMN SPIRALS DO NOT INCLUDE SPLICES OR SPACERS. SPIRAL. SPACERS ARE TO BE PLACED ON INSIDE OF SPIRALS. LENGTH FOUR ANGLE OR CHANNEL SPACERS ARE REQUIRED FOR EACH COLUMN SPIRAL BAR OR WIRE.) DEFORMED OR PLAIN (SHAPE 35 SHALL BE A B I LL O F R E I N F O RC E M E N T CONCRETE CURB 3 4 S1 CURB E 20 29 9.000 29 9 29 9 60 3 4 S2 CURB E 20 52 10.000 52 10 52 10 106 3 4 S3 CURB E 20 26 1.000 26 1 26 1 52 BARRIER CURB 17 5 K1 TRANSITION E 19 V 1 2 3.500 0 3.500 2 7 2 5 INCREMENT = 1 1.500 0 3.500 1 5 1 3 33 0.875 INCH 22 5 K2 TRANSITION E 27 1 5.000 0 6.000 0 11.250 0 7.000 1 0.000 0 9.250 0 6.375 4 5 4 1 94 8 5 K3 TRANSITION E 10 1 0.000 0 8.750 1 0.000 3 6 3 1 26 1 5 K4 TRANSITION E 20 9 0.000 9 0 9 0 9 2 5 K5 TRANSITION E 20 5 7.000 5 7 5 7 12 4 5 K6 TRANSITION E 20 10 8.000 10 8 10 8 45 2 5 K7 TRANSITION E 20 3 9.000 3 9 3 9 8 17 5 K8 TRANSITION E 21 V 1 2 3.625 0 3.500 2 3.500 0 3.000 2 7 2 5 INCREMENT = 1 1.625 0 3.500 1 1.500 0 1.500 1 5 1 3 33 0.875 INCH 21 5 R1 BARRIER E 26 S 2 6.000 0 4.250 2 6.000 0 3.000 5 3 5 2 113 R2 NOT USED 21 5 R3 BARRIER E 19 S 1 5.000 0 6.000 1 11 1 10 40 21 5 R4 BARRIER E 27 S 0 6.000 0 11.250 0 7.000 1 0.000 0 9.250 0 6.375 3 0 2 10 62 7 5 R5 BARRIER E 20 19 11.000 19 11 19 11 145 SLIP FORM 4 5 C1 SLIP FORM E 20 10 0.000 10 0 10 0 42 4 OF 4FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP:MSD: DRAWN: DATE: CHECKED:

j t d f

202 OF 118

85+00

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 668.49 PGL EL STA.10+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 665 665 670 670 675 675 BAXTER ROAD (SOUTH) EX ROW 668.86 PGL EL STA.11+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 665 665 670 670 675 675 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 669.19 PGL EL STA.11+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 665 665 670 670 675 675 680 680 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 669.26 PGL EL STA.11+76.02 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 665 665 670 670 675 675 680 680 BAXTER ROAD (SOUTH) EX ROW TSCL 12.45% 150% 12.44% 118 OF 201 COMMERCIAL ENTRANCE 5.40' 5.00' 4.63' 202 OF 119

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 669.40 PGL EL STA.12+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 665 665 670 670 675 675 680 680 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE TSCL 669.20 PGL EL STA.12+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 665 665 670 670 675 675 680 680 BAXTER ROAD (SOUTH) EX ROW 668.64 PGL EL STA.13+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 665 665 670 670 675 675 680 680 BAXTER ROAD (SOUTH) EX ROW 119 OF 201 202 OF 120

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 668.40 PGL EL STA.13+14.33 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 665 665 670 670 675 675 BAXTER ROAD (SOUTH) EX ROW 667.81 PGL EL STA.13+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 665 665 670 670 675 675 680 680 BAXTER ROAD (SOUTH) EX ROW 666.73 PGL EL STA.14+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 660 660 665 665 670 670 675 675 BAXTER ROAD (SOUTH) EX ROW TSCL 150% 120 OF 201 503% 5.50' 4.00' COMMERCIAL ENTRANCE 202 OF 121

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 666.41 PGL EL STA.14+11.88 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 660 660 665 665 670 670 675 675 BAXTER ROAD (SOUTH) TSCL 665.33 PGL EL STA.14+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 660 660 665 665 670 670 675 675 BAXTER ROAD (SOUTH) EX ROW 663.73 PGL EL STA.15+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 660 660 665 665 670 670 675 675 BAXTER ROAD (SOUTH) EX ROW 150% 520% 121 OF 201 5.57' 5.00' 4.00' COMMERCIAL ENTRANCE 202 OF 122

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 662.17 PGL EL STA.15+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 660 660 665 665 670 670 BAXTER ROAD (SOUTH) EX ROW 661.17 PGL EL STA.15+82.95 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 660 660 665 665 670 670 BAXTER ROAD (SOUTH) 660.65 PGL EL STA.16+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 660 660 665 665 670 670 BAXTER ROAD (SOUTH) EX ROW 659.65 PGL EL STA.16+32.30 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 655 655 660 660 665 665 BAXTER ROAD (SOUTH) EX ROW 150% 122 OF 201 (PRIVATE) WAVERLY PLACE COURT COMMERCIAL ENTRANCE 3.89' 5.59' 202 OF 123

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 659.35 PGL EL STA.16+41.91 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 655 655 660 660 665 665 BAXTER ROAD (SOUTH) 659.10 PGL EL STA.16+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 655 655 660 660 665 665 BAXTER ROAD (SOUTH) EX ROW 657.62 PGL EL STA.17+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 655 655 660 660 665 665 BAXTER ROAD (SOUTH) EX ROW 123 OF 201 (PRIVATE) WAVERLY PLACE COURT 202 OF 124

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 656.08 PGL EL STA.17+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 655 655 660 660 665 665 BAXTER ROAD (SOUTH) EX ROW EX FENCE 654.56 PGL EL STA.18+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 655 655 660 660 665 665 BAXTER ROAD (SOUTH) EX ROW EX FENCE 653.00 PGL EL STA.18+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 660 660 BAXTER ROAD (SOUTH) EX ROW 124 OF 201 202 OF 125

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 651.38 PGL EL STA.19+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 660 660 BAXTER ROAD (SOUTH) EX ROW EX FENCE STA.19+36.87 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 645 645 650 650 655 655 660 660 649.75 PGL EL STA.19+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 660 660 BAXTER ROAD (SOUTH) 489% 150% 500% 125 OF 201 WILDWOOD PARKWAY 10.58' 5.00' 11.24' 202 OF 126

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 648.36 PGL EL STA.20+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 660 660 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE TSCL 646.66 PGL EL STA.20+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 660 660 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE EX FENCE TSCL 646.38 PGL EL STA.20+59.83 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) -473% -150% 126 OF 201 QUINNMOOR DRIVE 9.31' 12.63' 202 OF 127

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 645.26 PGL EL STA.21+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE EX FENCE TSCL 643.57 PGL EL STA.21+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE EX FENCE EX FENCE TSCL 641.71 PGL EL STA.22+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE EX FENCE EX FENCE 127 OF 201 202 OF 128

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 639.49 PGL EL STA.22+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX FENCE 639.18 PGL EL STA.22+56.79 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) 637.14 PGL EL STA.23+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX FENCE 363% 150% 128 OF 201 RESIDENTIAL ENTRANCE 5.00' 4.00' 202 OF 129

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 634.67 PGL EL STA.23+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW EX FENCE 634.32 PGL EL STA.23+57.00 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX ROW 632.13 PGL EL STA.24+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX ROW EX FENCE 0.67% 129 OF 201 RESIDENTIAL ENTRANCE 9.00' 202 OF 130

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 629.92 PGL EL STA.24+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX ROW EX FENCE EX FENCE 628.03 PGL EL STA.25+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 BAXTER ROAD (SOUTH) EX ROW EX FENCE EX FENCE 626.41 PGL EL STA.25+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 BAXTER ROAD (SOUTH) EX ROW EX FENCE EX FENCE 130 OF 201 202 OF 131

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 625.02 PGL EL STA.26+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX FENCE EX FENCE 624.10 PGL EL STA.26+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EXPRIMUSSE FENCE 623.23 PGL EL STA.27+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE PRIMUSSE EX FENCE EX FENCE 131 OF 201 202 OF 132

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 622.77 PGL EL STA.27+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE EX FENCE EX FENCE 622.10 PGL EL STA.28+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE EX FENCE 621.34 PGL EL STA.28+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE EX FENCE EX FENCE 132 OF 201 202 OF 133

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 619.84 PGL EL STA.29+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE TSCL 619.17 PGL EL STA.29+34.21 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 BAXTER ROAD (SOUTH) 619.01 PGL EL STA.29+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE TSCL -150% -0.23% 133 OF 201 EAST CLAYMOUNT DRIVE 17.61' 10.00' 202 OF 134

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 618.34 PGL EL STA.30+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE EX FENCE TSCL 617.57 PGL EL STA.30+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSEEX FENCE TSCL 616.75 PGL EL STA.31+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE 202 OF 135

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 616.76 PGL EL STA.31+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 616.83 PGL EL STA.32+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW 135 OF 201 PRIMUSSE NEW FENCE 202 OF 136

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 618.68 PGL EL STA.32+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW 620.87 PGL EL STA.33+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 635 635 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE 623.79 PGL EL STA.33+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 635 635 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE TSCL 136 OF 201 PRIMUSSE NEW FENCE NEW FENCE NEW FENCE 202 OF 137

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 626.85 PGL EL STA.34+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX ROW EX FENCE EX FENCE TSCL 629.77 PGL EL STA.34+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX ROW EX FENCE 631.94 PGL EL STA.35+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX FENCE EX FENCE TSCL 137 OF 201 202 OF 138

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 632.91 PGL EL STA.35+29.32 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX ROW 633.55 PGL EL STA.35+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 635.08 PGL EL STA.36+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE TSCL 636.33 PGL EL STA.36+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 860% 150% 138 OF 201 RESIDENTIAL ENTRANCE 10.00' 8.73' 202 OF 139

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 637.38 PGL EL STA.37+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW EX EXROW FENCE TSCL 637.44 PGL EL STA.37+03.31 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX EXROW FENCE 638.25 PGL EL STA.37+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX EXROW FENCE 1048% 150% 139 OF 201 11.00' 6.73' RESIDENTIAL ENTRANCE 202 OF 140

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 638.52 PGL EL STA.37+65.35 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) 639.17 PGL EL STA.38+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW EX ROW 640.03 PGL EL STA.38+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW EX ROW -150% -500% 140 OF 201 GREENMORE DRIVE 17.62' 14.38' 202 OF 141

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 640.88 PGL EL STA.39+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW 641.70 PGL EL STA.39+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW 641.87 PGL EL STA.39+59.89 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW 642.82 PGL EL STA.40+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW 150% 141 OF 201 RESIDENTIAL ENTRANCE 5.00' 2.00' 202 OF 142

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 643.86 PGL EL STA.40+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 644.08 PGL EL STA.40+60.76 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW 644.58 PGL EL STA.40+85.18 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW TSCL 150% 150% 142 OF 201 RESIDENTIAL ENTRANCE RESIDENTIAL ENTRANCE 4.00' 3.00' 3.00' 4.00' 202 OF 143

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 644.89 PGL EL STA.41+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW TSCL STA.41+02.40 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 640 640 645 645 650 650 645.94 PGL EL STA.41+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE TSCL -150% -328% 143 OF 201 HILL TRAIL DRIVE 20.63' 11.71' 202 OF 144

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 646.75 PGL EL STA.42+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX FENCE TSCL 647.21 PGL EL STA.42+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX EXROW FENCE TSCL 647.25 PGL EL STA.42+59.15 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW TSCL 647.36 PGL EL STA.43+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 150% 144 OF 201 RESIDENTIAL ENTRANCE 3.00' 4.00' 202 OF 145

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 647.40 PGL EL STA.43+11.26 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW 647.37 PGL EL STA.43+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE TSCL 647.26 PGL EL STA.44+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE EX FENCE TSCL TSCL 647.11 PGL EL STA.44+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX TSCLFENCE 150% 145 OF 201 RESIDENTIAL ENTRANCE 3.00' 4.00' 202 OF 146

FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 646.83 PGL EL STA.45+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE EX TSCLFENCE 646.46 PGL EL STA.45+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE EX FENCETSCL 646.18 PGL EL STA.46+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE EX FENCE TSCL 146 OF 201 202 OF 147

645.97 PGL EL STA.46+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE EX FENCE TSCL 645.77 PGL EL STA.47+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE TSCL TSCL 645.43 PGL EL STA.47+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 655 655 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 147 OF 201 202 OF 148

645.17 PGL EL STA.48+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE TSCL TSCL 644.77 PGL EL STA.48+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL TSCL 644.35 PGL EL STA.49+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSEEX FENCE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 148 OF 201 202 OF 149

643.74 PGL EL STA.49+32.95 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) 643.40 PGL EL STA.49+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE EX FENCE 642.14 PGL EL STA.50+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE 640.99 PGL EL STA.50+39.61 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% -150% -364% 149 OF 201 GREENMORE DRIVE 15.40' 15.61' RESIDENTIAL ENTRANCE 4.00' 3.50' 202 OF 150

640.71 PGL EL STA.50+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCETSCL 639.45 PGL EL STA.51+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE EX FENCE TSCL STA.51+27.26 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 150 OF 201 4.00' 3.50' RESIDENTIAL ENTRANCE 202 OF 151

637.89 PGL EL STA.51+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 650 650 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 635.80 PGL EL STA.52+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW EX ROW 635.65 PGL EL STA.52+02.92 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 151 OF 201 4.00' 3.50' EX FENCE TSCL EX FENCE 202 OF 152

633.27 PGL EL STA.52+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 645 645 BAXTER ROAD (SOUTH) EX ROW EX FENCE EX ROW EX ROW EX ROW STA.52+67.92 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 630 630 635 635 640 640 EX ROW PRIMUSSE 631.48 PGL EL STA.53+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 640 640 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE 629.77 PGL EL STA.53+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE EX FENCE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 1.50% 152 OF 201 RESIDENTIAL ENTRANCE 4.00' 3.00' PRIMUSSE PRIMUSSE 202 OF 153

627.40 PGL EL STA.54+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE PRIMUSSE 626.55 PGL EL STA.54+14.70 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 625 625 630 630 635 635 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 624.36 PGL EL STA.54+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE EX FENCE 621.04 PGL EL STA.55+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 630 630 BAXTER ROAD (SOUTH) FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 153 OF 201 4.00' 2.35' TSCL TSCL 202 OF 154

620.35 PGL EL STA.55+10.75 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 620 620 625 625 BAXTER ROAD (SOUTH) STA.55+13.35 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 620 620 625 625 617.42 PGL EL STA.55+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 625 625 BAXTER ROAD (SOUTH) EX ROW EX ROW EX EX FENCE TSCL 612.91 PGL EL STA.56+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 610 610 615 615 620 620 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 -150% -1301% -150% -590% 154 OF 201 SHADY MEADOWS DRIVE SHADY MEADOWS DRIVE 17.50' 14.63' 12.75' 13.37' 202 OF 155

608.10 PGL EL STA.56+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 605 605 610 610 615 615 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE 607.23 PGL EL STA.56+58.67 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 605 605 610 610 615 615 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 603.37 PGL EL STA.57+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 595 595 600 600 605 605 610 610 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 155 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.50' 202 OF 156

598.97 PGL EL STA.57+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 595 595 600 600 605 605 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE 598.29 PGL EL STA.57+57.95 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 595 595 600 600 605 605 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 594.73 PGL EL STA.58+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 590 590 595 595 600 600 605 605 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE 590.99 PGL EL STA.58+47.71 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 590 590 595 595 600 600 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 150% 156 OF 201 RESIDENTIAL ENTRANCE RESIDENTIAL ENTRANCE 4.00' 2.29' 4.00' 2.17' 202 OF 157

590.81 PGL EL STA.58+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 590 590 595 595 600 600 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE 586.90 PGL EL STA.59+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 585 585 590 590 595 595 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX TSCLFENCE 585.04 PGL EL STA.59+26.93 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 585 585 590 590 595 595 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 157 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.50' 202 OF 158

583.33 PGL EL STA.59+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 575 575 580 580 585 585 590 590 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE 579.92 PGL EL STA.60+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 575 575 580 580 585 585 590 590 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 577.98 PGL EL STA.60+30.97 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 575 575 580 580 585 585 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 1.50% 158 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.66' 202 OF 159

576.76 PGL EL STA.60+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 575 575 580 580 585 585 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 573.55 PGL EL STA.61+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 570 570 575 575 580 580 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 572.19 PGL EL STA.61+23.61 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 570 570 575 575 580 580 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 570.56 PGL EL STA.61+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 570 570 575 575 580 580 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 159 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.33' 202 OF 160

568.05 PGL EL STA.62+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 560 560 565 565 570 570 575 575 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 565.16 PGL EL STA.62+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 560 560 565 565 570 570 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 564.91 PGL EL STA.62+54.36 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 560 560 565 565 570 570 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 160 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.50' 202 OF 161

562.27 PGL EL STA.63+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 555 555 560 560 565 565 570 570 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 559.47 PGL EL STA.63+48.91 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 559.41 PGL EL STA.63+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 161 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.34' 202 OF 162

556.67 PGL EL STA.64+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 553.93 PGL EL STA.64+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 553.88 PGL EL STA.64+50.99 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 162 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.44' 202 OF 163

551.65 PGL EL STA.65+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE 550.81 PGL EL STA.65+22.26 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 550 550 555 BAXTER555 ROAD (SOUTH) 550.64 PGL EL STA.65+27.35 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 075% 150% 163 OF 201 RESIDENTIAL ENTRANCE FOREST LEAF DRIVE 15.15' 15.70' 4.00' 2.44' 202 OF 164

549.89 PGL EL STA.65+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 548.75 PGL EL STA.66+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 548.36 PGL EL STA.66+20.20 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 164 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.68' 202 OF 165

547.76 PGL EL STA.66+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE 546.83 PGL EL STA.67+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE TSCL 546.14 PGL EL STA.67+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE TSCL TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 165 OF 201 202 OF 166

545.93 PGL EL STA.67+66.82 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE TSCL 545.52 PGL EL STA.68+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE TSCL 545.06 PGL EL STA.68+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE TSCL TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 166 OF 201 RESIDENTIAL ENTRANCE 4.00' 2.00' 202 OF 167

544.67 PGL EL STA.69+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE TSCL 544.54 PGL EL STA.69+12.13 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 BAXTER ROAD (SOUTH) 544.19 PGL EL STA.69+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE TSCL 543.95 PGL EL STA.69+83.56 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 BAXTER ROAD (SOUTH) FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 167 OF 201 CLEAR MEADOWS DRIVE CLEAR MEADOWS DRIVE 202 OF 168

543.83 PGL EL STA.70+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW TSCL 543.38 PGL EL STA.70+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 542.96 PGL EL STA.71+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 542.37 PGL EL STA.71+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 168 OF 201 202 OF 169

541.75 PGL EL STA.72+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW 541.11 PGL EL STA.72+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW 540.57 PGL EL STA.73+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 169 OF 201 202 OF 170

540.02 PGL EL STA.73+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 539.53 PGL EL STA.74+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE TSCL 539.07 PGL EL STA.74+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 170 OF 201 202 OF 171

538.54 PGL EL STA.75+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW 538.00 PGL EL STA.75+48.64 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 535 535 540 540 545 545 BAXTER ROAD (SOUTH) 537.98 PGL EL STA.75+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW 537.44 PGL EL STA.76+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 -150% -267% 171 OF 201 BAXTER ACRES DRIVE 15.88' 15.50' 202 OF 172

536.98 PGL EL STA.76+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 536.50 PGL EL STA.77+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 535.94 PGL EL STA.77+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 535.51 PGL EL STA.78+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 172 OF 201 202 OF 173

535.05 PGL EL STA.78+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 534.60 PGL EL STA.79+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 534.19 PGL EL STA.79+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 173 OF 201 202 OF 174

534.01 PGL EL STA.80+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX EXROW FENCE 534.08 PGL EL STA.80+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 534.23 PGL EL STA.81+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 174 OF 201 202 OF 175

534.55 PGL EL STA.81+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROWEX FENCE 535.22 PGL EL STA.82+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROWEX FENCE 535.86 PGL EL STA.82+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 175 OF 201 202 OF 176

536.74 PGL EL STA.83+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROWEX FENCE 538.00 PGL EL STA.83+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROWEX FENCE STA.84+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 EX ROW EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 176 OF 201 202 OF 177

STA.84+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 EX ROW STA.84+83.74 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 EX ROW 542.60 PGL EL STA.85+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 177 OF 201 6.00' 6.67' 202 OF 178

544.51 PGL EL STA.85+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL TSCL 546.47 PGL EL STA.86+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 548.69 PGL EL STA.86+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 178 OF 201 202 OF 179

548.98 PGL EL STA.86+56.27 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW TSCL 551.05 PGL EL STA.87+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 553.30 PGL EL STA.87+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 408% 179 OF 201 (PRIVATE) BAXTER COMMONS DRIVE 9.00' 13.10' 202 OF 180

555.22 PGL EL STA.88+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 570 570 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 556.65 PGL EL STA.88+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL STA.88+75.41 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 555 555 560 560 565 565 EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 180 OF 201 7.00' 9.38' BAXTER HEIGHTS COURT 202 OF 181

557.60 PGL EL STA.89+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL TSCL 558.14 PGL EL STA.89+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 558.32 PGL EL STA.90+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 181 OF 201 202 OF 182

557.94 PGL EL STA.90+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 557.27 PGL EL STA.91+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 556.31 PGL EL STA.91+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 182 OF 201 202 OF 183

554.80 PGL EL STA.92+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 565 565 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 552.72 PGL EL STA.92+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 550.77 PGL EL STA.92+93.40 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 183 OF 201 COMMERCIAL ENTRANCE 202 OF 184

550.47 PGL EL STA.93+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 548.00 PGL EL STA.93+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 560 560 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 545.57 PGL EL STA.93+98.54 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 498% 184 OF 201 (PRIVATE) BAXTER COMMONS DRIVE 15.75' 14.53' 202 OF 185

545.50 PGL EL STA.94+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 543.07 PGL EL STA.94+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 555 555 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 540.65 PGL EL STA.95+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 535 535 540 540 545 545 550 550 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 185 OF 201 202 OF 186

538.09 PGL EL STA.95+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 535.49 PGL EL STA.96+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 525 525 530 530 535 535 540 540 545 545 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE PRIMUSSE TSCL 533.08 PGL EL STA.96+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 186 OF 201 202 OF 187

530.66 PGL EL STA.97+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 528.47 PGL EL STA.97+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 535 535 540 540 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 187 OF 201 202 OF 188

526.58 PGL EL STA.98+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 535 535 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 525.01 PGL EL STA.98+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 535 535 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 188 OF 201 202 OF 189

523.89 PGL EL STA.99+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE EX FENCE 523.38 PGL EL STA.99+31.22 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) 523.08 PGL EL STA.99+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE EX FENCE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% 517% 189 OF 201 ELANNCHESTER DRIVE 12.27' 14.22' 202 OF 190

522.45 PGL EL STA.100+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 535 535 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE EX FENCE 522.14 PGL EL STA.100+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 535 535 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE 521.90 PGL EL STA.100+89.09 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 190 OF 201 RESIDENTIAL ENTRANCE 202 OF 191

521.82 PGL EL STA.101+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW TSCL 521.49 PGL EL STA.101+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 521.42 PGL EL STA.102+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 521.26 PGL EL STA.102+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 191 OF 201 202 OF 192

521.25 PGL EL STA.102+52.77 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW 521.19 PGL EL STA.102+87.83 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 520 520 525 525 530 530 BAXTER ROAD (SOUTH) 521.20 PGL EL STA.103+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW 521.52 PGL EL STA.103+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 0.08% 192 OF 201 RESIDENTIAL ENTRANCE SPRING MEADOWS DRIVE 19.37' 202 OF 193

521.96 PGL EL STA.104+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 522.37 PGL EL STA.104+50.00 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 505 505 510 510 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 193 OF 201 202 OF 194

522.87 PGL EL STA.105+00.00 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 523.36 PGL EL STA.105+50.00 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL 523.85 PGL EL STA.106+00.00 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW PRIMUSSE TSCL FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 194 OF 201 202 OF 195

524.28 PGL EL STA.106+50.00 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE TSCL 524.48 PGL EL STA.107+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 505 505 510 510 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 524.43 PGL EL STA.107+17.28 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 0.55% 195 OF 201 COMMERCIAL ENTRANCE 11.04' 202 OF 196

524.41 PGL EL STA.107+31.16 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 520 520 525 525 530 530 BAXTER ROAD (SOUTH) 524.40 PGL EL STA.107+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW 524.47 PGL EL STA.108+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 150% -100% 196 OF 201 ANDERSOHN DRIVE 16.48' 11.41' 202 OF 197

523.94 PGL EL STA.108+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 523.41 PGL EL STA.109+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 522.84 PGL EL STA.109+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW EX FENCE 522.15 PGL EL STA.110+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 197 OF 201 202 OF 198

521.53 PGL EL STA.110+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW 521.10 PGL EL STA.111+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW 520.93 PGL EL STA.111+25.52 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 BAXTER ROAD (SOUTH) EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 0.36% 198 OF 201 COMMERCIAL ENTRANCE 9.42' 202 OF 199

STA.111+26.05 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 520 520 525 525 530 530 520.87 PGL EL STA.111+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW 520.87 PGL EL STA.112+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 199 OF 201 LAFAYETT CENTER DRIVE 202 OF 200

520.96 PGL EL STA.112+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW 521.45 PGL EL STA.113+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW 522.16 PGL EL STA.113+50.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 515 515 520 520 525 525 530 530 BAXTER ROAD (SOUTH) EX ROW EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 200 OF 201 202 OF 201

STA.114+00.00 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 520 520 525 525 530 530 EX ROW FEDERAL PROJECT NO. STP-5548(606) AR-1555 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6745A-18 REVISIONS REV. DATE BY APP. DESCRIPTION MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: engineering project or survey used for any part of the relating to or intended to be documents or instruments Estimates, Reports or other Drawings, Specifications, responsibility for all other hereby disclaim any limited to this sheet, and I authorized by my seal are documents intended to be I hereby specify that the DESIGNED: RESPONSIBILITY R. D. ASHRAFZADEH B. S. JORDAN ARS RESURFACING BAXTER ROAD (SOUTH) J. A. HAAS WWW. HORNERSHIFRIN .COM 314-531-4321 FAX: 314-531-6966 SAINT LOUIS, MISSOURI 63103 401 S. 18TH STREET, SUITE 400 21R & 22R CROSS SECTIONS TRANSPORTATION PUBLIC WORKS 4/5/2022 ETATS O F M SSOURI I IPROFESS O N A L ENREENG I 21MSD-00173 201 OF 201 202 OF 202

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