AR-1747 Preliminary Plans by STLCOGOV

ST. LOUIS COUNTY PROJECT NO. AR-1747 FOR NEW BALLWIN ROAD PRELIMINARY PLANS

FEDERAL PROJECT NO. STP-5494(602)

RIGHT-OF-WAY NEW RIGHT-OF-WAY EXISTING

24S

W-WATER E-ELECTRIC T-TELEPHONE/CATV G-GAS UNDERGROUND UTILITY (TYPE SPECIFIED)

PROPERTY LINE PERMANENT DRAINAGE EASEMENT PERMANENT SIDEWALK EASEMENT TEMPORARY SLOPE AND CONSTRUCTION LICENSE PERMANENT TRAFFIC SIGNAL EASEMENT PERMANENT FOOTING EASEMENT

TREE/VEGETATION LINE FENCE (DESIGNATE TYPE)

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

MAINTENANCE AND UTILITY EASEMENT PERMANENT ROADWAY IMPROVEMENT, PERMANENT RETAINING WALL EASEMENT

TO BE REMOVED AND REPLACED BY OTHERS TO BE ABANDONED AND FILLED

ADJUST TO GRADE BY OTHERS

T W I G W O O D C O

SYMBOLOGY AND SEWER EASEMENT MAINTENANCE AND UTILITY SIDEWALK PERMANENT ROADWAY IMPROVEMENT,

P.S.E.

T.S.C.L.

DESCRIPTION (A.T.G.B.O.) (T.B.A.&F.)

P.D.E. P.R.I.M.U.E.

P.T.S.E. P.R.I.M.U.S.S.E. P.R.W.E.

P.F.E.

(T.B.R.&R.) (U.I.P.) (T.B.A.) (T.B.R.)

(T.B.R.&R.B.O.) (A.T.G)

west bank of Grand Glaize Creek along Wickstead Road 0.2 mile west of Weidman Road. RM 109 FEMA PANEL 276; “Standard Tablet”stamped 8 GEU 1974 set in bedrock, 112’ south of low water bridge on NAVD88(SLC2011a) Elev = 477.18 FtUS (or) 145.445 Meter Saint Louis County Benchmark No. 13115

“O”in “OPEN”on fire hydrant at southwest corner of Wyncrest Drive and Consort Drive. NAVD88(SLC2011a) Elev = 470.54 FtUS (or) 143.421 Meter Saint Louis County Benchmark No. 13337

STA. 14+00.00 Add 0.27 FTUS to project elevations to relate the project to NGVD29 elevations. Conversion from (NAVD88 SLC2011a) to NGVD29:

island containing the Queeny Park entrance sign in the centerline of Queeny Park entrance road. roughly 32 feet east of the centerline of Weidman Road and 79 feet north of the west bull nose end of the median the main entrance to Queeny Park, situated above the east edge of sidewalk along the east side of Weidman Road, Cut “L”on northwest corner of concrete base for traffic signal control box at the northeast corner of Weidman Road and NAVD88(SLC2011a) Elev = 495.04 FtUS (or) 150.890 Meter Saint Louis County Benchmark No. 13341

COU RT

VILLAGE DRIVE W ESTGLEN D R I V E W O O D R U N

DESIGN CRITERIA

W OODRU N V A L L E Y

SEE ABOVE MATCHLINE STA. 44+00

R IV R U ST IC V ILLA G E DRIV E W ESTG LEN OAK RUN LANE FOREST DR. WHISPERING

BEGIN PROJECT END PROJECT CLNEW BALLWIN ROAD

COLLECTOR NEW BALLWIN ROAD 9,950 (2018)

TRUCK PERCENTAGE (T) = DIRECTIONAL DISTRIBUTION (D) =

2028 10,450 (2028) 50% 10% 35 MPH 30 MPH

STA. 73+00

S E E B E L O W S T A 4 4 + 0 0 M A T C H L I N E N

GENERAL LEGEND LOCATOR MAP MSD CERTIFICATION OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING

C BIG BEND ROAD L

CO U R T SH O W P LA CE NEW BALLWIN ROAD

N N.T.S.

END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT

DESCRIPTION SHEET NO. FUNCTIONAL CLASSIFICATION: DESIGN YEAR: CURRENT ADT (YEAR): DESIGN ADT (YEAR): DESIGN SPEED (V) = POSTED SPEED (V) =

R T T R A G O TRAILS DRIVE WOODSIDE STATE LENGTH FEDERAL LENGTH

NEW BALLWIN ROAD 73+00.00 14+00.00 5,900.00 0.00 0.00 5,900.00

STA. STA.

FEET FEET FEET FEET

PROJECT SPECIFIC INFORMATION M.S.D. P-NUMBER: M.S.D. BASE MAP: COUNTY STANDARD DRAWINGS. CONSTRUCTION, AND BY APPLICABLE ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR HIGHWAY PROJECT SHALL BE COVERED BY THE ST. LOUIS UNLESS OTHERWISE NOTED, ALL WORK ON THIS

1.117 1.117

MILES MILES

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

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

AR-1743. The following published NAVD88(SLC2011a) benchmarks were utilized to establish elevations for Weidman Road PROJECT BENCHMARK NOTE: N E W B A L L W I N R D STP-5494(602) NO. AR-1747 PROJECT

PROJECT LIMITS INDEX OF SHEETS REVIEW ENGINEER: APPROVAL DATE:

HOLLOW AY RD

MANCHESTER RD

STANDARD SPECIFICATIONS PUBLIC WORKS TRANSPORTATION ST. LOUIS, MISSOURI 63132 1050 N. LINDBERGH BLVD DESIGN DIVISION TRANSPORTATION/PUBLIC WORKS DEPARTMENT OF ST. LOUIS COUNTY, MISSOURI APPROVED: Acting Director Stephanie Leon Streeter, P.E. DATE:

24S NOT NUMBERS) TRAFFIC CONTROL (7 SHEETS, DETAILS INTERSECTION CURB RAMP PLAN SHEETS AR-1747 NEW BALLWIN ROAD TYPICAL SECTIONS TITLE AND INDEX SHEET 14-33 3-13 2 1

TRAILS DRSEVEN BAXTERRD H E N R Y R D BIG BEND RD

RIES RD S P R I N G R D S U L P H U R MO -141 H A N A R D

b O N S I B I L I T Y S C A

h i h

y l i i d

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h DESIGNED:

by d i l i

l l t h h

i b i l ity f

6905H-22 NOT TO SCALE

i f t h t t h O P U B L I C W O R K S T R A N S P O R T A T I O N

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

PL T I T L E A N D I N D E X S H E E T 1

d d

y p

f h l i g

j t d f

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

S t

A i g D i S t hp

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

R E S P 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\_001-1747x-S-RD-01-TITLE SHEET.dgn 11:30:41 AM 11/11/2021

M.E.D.

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

I R E

h i h

y l i i d

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e DESIGNED:

by d i l i

l l t h h

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

f h l i g

h P O N S I B I L I T Y S C A O P U B L I C W O R K S T R A N S P O R T A T I O N 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-3-RDWY_PLAN.dgn 11:30:47 AM 11/11/2021 M.E.D. A i g D i S t hp i L S t t P E AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D. P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E 24S 6905H-22 25+00 26+00 27+00 28+00 29+00 30+00 REMOVE AND REPLACE CURB RAMP LIMITS OF RESURFACING PROPOSED CURB RAMP CURB RAMP REMOVE AND REPLACE CURB RAMP LANDING CURB RAMP LANDING CONFIGURATION BT-COMB-1 CONFIGURATION S-COMB-1 CONFIGURATION S-PERP-3 CONFIGURATION S-PERP-3 T.S.C.L. MAILBOX (U.I.P) MAILBOX (U.I.P) MAILBOX (U.I.P) POWER POLE (U.I.P) MAILBOX (U.I.P) SIGN (U.I.P.) SIGNAL CONTROL BOX (U.I.P.) T 61861 24S1-189D AREA INLET (UIP) T 61988 24S1-115D CURB INLET (UIP) T 62310 24S1-113D CURB INLET (UIP) T 62424 24S1-220S SANITARY MANHOLE (UIP) T 62317 24S1-112D CURB INLET (UIP) T 62373 24S1-111D CURB INLET (UIP) (U.I.P.) STREET LIGHT STREET LIGHT (U.I.P.) (U.I.P.) STREET LIGHT L O C # 2 4 S 5 2 0 4 2 1 3 5 2 N E W B A L L W I N R O A D W E S T G L E N W O O D S H O M E O W N E R S A S S O C I A T I O N N \ F LOC# 24S510785 DB 6380 PG 2249 350 NEW BALLWIN ROAD J.E. JONES CONSTRUCTION CO. N\F LOC# 24S511214 DB 21480 PG 1014 703 TRAGO CREEK DRIVE JEFFREY A. JAHN N\F COMMITMENT# 192295 LOC# 24S530255 DB 10937 PG 476 346 NEW BALLWIN ROAD LISA GREGG N\F COMMITMENT# 192296 LOC# 24S530266 DB 21611 PG 416 348 NEW BALLWIN ROAD CHANDRA JITANE RILEY N\F C O M M I T M E N T # 1 9 2 2 9 6 O C # 2 4 S 3 0 2 6 6 D B 2 1 6 1 1 P G 4 1 6 3 4 8 N E W B A L L W I N R O A D C J N \ F COMM# 192322 LOC# 24S531168 DB 8396 PG 691 701 TRAGO CREEK DRIVE WOODRUN COURT ADDITION PLAT ONE TRUSTEES N\F T R A G O C R E E K D R COMMITMENT# 192297 LOC# 24S510796 DB 23425 PG 352 354 NEW BALLWIN ROAD KAREN KUCHNER-ZACHEIS N\F EXIST. R/W EXIST. R/W EXIST. R/W EXIST. R/W

LEGEND: N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' M A T C H L I N E S T A 2 4 + 5 0 M A T C H L I N E S T A 3 0 + 0 0 NOTES: 3. MSD BASEMAP 24S CONSIDERED INCIDENTAL TO AND A PART OF THE CONSTRUCTION OF THIS PROJECT. 2. ANY WORK INDICATED ON THE PLANS THAT EXTENDS BEYOND THE PROJECT LIMIT IS LOCATION AND TO AVOID THERETO. CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE AVAILABLE SURVEYS AND RECORDS: AND, THEREFORE THEIR LOCATIONS MUST BE 1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM 5 S H E E T 3 O F 1 1 P L A N S H E E T MILL & OVERLAY ASPHALT FULL DEPTH CONCRETE REPLACEMENT FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j

t d f

y p

i f t h t t h

24S

GAS VALVE (A.T.G.)

PROPOSED BUS STOP LANDING PAD PROPOSED BUS STOP LANDING PAD

CONC CURB

CNOC KLAW

COMMITMENT# 192303 LOC# 24S510147 DB 23758 PG 82 698 WOODRUN COURT RICHARD O. JR. & DIANE L. BARNHART N\F COMMITMENT# 192320 LOC# 24S510378 DB 23448 PG 1972 704 WOODRUN DRIVE JOSHUA T. JAMES N\F

EXIST. R/W EXIST. R/W EXIST. R/W

T 63190 24S1-145D AREA INLET (UIP) T 63190 24S1-143D CURB INLET (UIP) T 64819 24S4-128D CURB INLET (UIP) T 64830 24S4-128D CURB INLET (UIP) T 65110 24S1-144D (U.I.P.) CURB INLET

CONC

LOC# 24S510169 DB 19916 PG 1767 379 WALNUT POINT COURT KELLY LYNN & TERRY R. COOK N\F EXIST. R/W

EXIST. R/W EXIST. R/W

LIMITS OF RESURFACING

36+00 37+00 38+00 39+00 40+00 41+00

LOC# 24S510169 DB 19916 PG 1767 379 WALNUT POINT COURT KELLY LYNN & TERRY R. COOK N\F LOC# 24S510170 DB 6872 PG 2329 381 WALNUT POINT JAMES W. & MARY SUSAN WILLIAMS N\F LOC# 24S230021 DB 17713 PG 749 383 WALNUT POINT COURT GILBERTO & ALMA L. GALVAN N\F LOC# 24S230032 DB 10405 PG 1449 385 WALNUT POINT COURT CHRISTOPHER M. & OLIVIA O. PIEKNIK N\F LOC# 24S230043 DB 8616 PG 2283 387 WALNUT POINT COURT CHRISTOPHER L. JOHNSON N\F LOC# 24S230054 DB 16361 PG 2604 389 WALNUT POINT COURT ELIZABETH A. PHILLIPS N\F LOC# 24S510367 DB 8349 PG 1076 708 WOODRUN DRIVE THOMAS C & JOANN I. SIECH N\F LOC# 24S510356 DB 14790 PG 2835 712 WOODRUN DRIVE JOHN WILLIAMS & ANNA MARIE REMPE N\F LOC# 24S230735 DB 19287 PG 2241 407 CASTLE PINES COURT TIMOTHY D. & CHRISTINA M. KOEHLER N\F LOC# 24S230726 DB 20736 PG 1971 416 CASTLE PINES COURT WILLIAM & DEBORAH BORRESEN N\F

CONFIGURATION BT-COMB-1 MILL & OVERLAY ASPHALT FULL DEPTH CONCRETE REPLACEMENT

h i h P O N S I B I L I T Y S C A

y l i i d DESIGNED:

by d i l i

l l t h h

i b i l ity f

i f i t i p

6905H-22 LIMITS OF RESURFACING

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h O P U B L I C W O R K S T R A N S P O R T A T I O N

s t i m a t e s R e p o r t s o r o t h e r D

i f t h t t h M.E.D.

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

b 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-5-RDWY_PLAN.dgn 11:30:50 AM 11/11/2021

R E S A i g D i S t hp

S t

LEGEND: N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' M A T C H L I N E S T A 3 5 + 5 0 M A T C H L I N E S T A 4 1 + 0 0 NOTES: 3. MSD BASEMAP 24S CONSIDERED INCIDENTAL TO AND A PART OF THE CONSTRUCTION OF THIS PROJECT. 2. ANY WORK INDICATED ON THE PLANS THAT EXTENDS BEYOND THE PROJECT LIMIT IS LOCATION AND TO AVOID THERETO. CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE AVAILABLE SURVEYS AND RECORDS: AND, THEREFORE THEIR LOCATIONS MUST BE 1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM 7 S H E E T 5 O F 1 1 P L A N S H E E T FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i

i j t d f y p f h l E

i g

d d

ROBERT G JR.& MARGARET J.LAMMERT

LOC#24S220044 DB 22446 PG 2198

662 SHOWPLACE COURT

SIGNAL CONTROL BOX (U.I.P.) SIGNAL CONTROL BOX (UIP)

POWER POLE WITH GUY LINE (UIP) POWER POLE WITH

GUY LINE(U.I.P)

SIGNAL CONTROL BOX (UIP) T 633.06 24S4-252D STORM MANHOLE (U.IP.)

24S

57+00 58+00 59+00 60+00

N\F EXIST R/W

T 630.19 24S4-096D CURB INLET (UIP) T 61762 24S4-220D AREA INLET (UIP) T 61805 24S4-097D CURB INLET (UIP) T 61784 24S4-097D CURB INLET (UIP)

T 63000 24S4-096D CURB INLET (U.IP.)

PC STA 58+12 .15 STONE RETAINING WALL

CURVE EX NEWBALLWIN 9 PI 61+50 75 PC 58+12 15 PT 64+54 25 L 642 10' T 338 60' R 818 51' PT STA 57+55 .53

LOC# 24S220044 DB 22446 PG 2198 662 SHOWPLACE COURT ROBERT G JR & MARGARET J LAMMERT N\F 12"RCP PIPES) CHECK OTHER OPEN LID TO UNABLE TO POOR CONDITION, (INLET INFL=606.73 T=611.08CURB INLET

EXIST R/W NEW BALLWIN ROAD

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h I

T 611.88 S24S4-217D ANITARY MANHOLE (U.I.P.) T 611.12 C24S4-094D URB INLET (U.I.P.) LOC# 24S220990 DB 7038 PG 1323 652 SHOWPLACE COURT OAK HILL TRUSTEES N\F

61+00

T 61003 A24S4-219D REA INLET (UIP) T 61205 C24S4-095D URB INLET (UIP) T 611.65 C24S4-218D URB INLET (UI.P.)

LOC#24S220110DB 15579 PG 2887 634 SHOWPLACE COURT TARYN WILLIAMSN\F COMM# 192327 WOODSIDE TRAILS CONDOMINIUM UNIT OWNERS N\F

62+00

y l i i d

l l t h h

d d

by d i l i

i f i t i p

6905H-22 LIMITS OF RESURFACING LIMITS OF RESURFACING MILL & OVERLAY ASPHALT FULL DEPTH CONCRETE REPLACEMENT

T Y S C A S t

b O P U B L I C W O R K S T R A N S P O R T A T I O N

h i h DESIGNED:

i b i l ity f

b E s t i m a t e s R e p o r t s o r o t h e r D

S P O N S I B I L i L

R M.E.D.

f h l i g

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-9-RDWY_PLAN.dgn 11:30:53 AM 11/11/2021

E A i g D i S t hp

P E

LEGEND: N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' M ATCHLINE STA.57+00 M ATCHLINE STA .62+50 NOTES: 3. MSD BASEMAP 24S CONSIDERED INCIDENTAL TO AND A PART OF THE CONSTRUCTION OF THIS PROJECT. 2. ANY WORK INDICATED ON THE PLANS THAT EXTENDS BEYOND THE PROJECT LIMIT IS LOCATION AND TO AVOID THERETO. CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE AVAILABLE SURVEYS AND RECORDS: AND, THEREFORE THEIR LOCATIONS MUST BE 1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM 11 S H E E T 9 O F 1 1 P L A N S H E E T FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i

j t d f

y p

RAMP DETAIL "A"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

h i h DESIGNED:

y l i i d

by d i l i

l l t h h

i b i l ity f

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h P U B L I C W O R K S T R A N S P O R T A T I O N

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

i f t h t t h M.E.D.

d d

f h l i g

j t d f

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

R E S P O N S I B I L I T Y S C A O A i g D i S t hp

b 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-1-ENLARGED_PLAN-TWIGWOOD-W.dgn 11:30:56 AM 11/11/2021

S t

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 5 10 15 WORK AREA MILL AND OVERLAY ASPHALT ELECTRIC METER (U.I.P.) BOX (U.I.P.) SIGNAL CONTROL REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING SIGNAL HEAD (U.I.P) POWER POLE (U.I.P) WATER VALVE (A.T.G) SIGNAL HEAD (U.I.P) SIGNAL CONTROL BOX (A.T.G) EXIST R/W POWER POLE (U.I.P) BOX (U.I.P.) SIGNAL CONTROL CURB RAMP LANDING REMOVE AND REPLACE CURB RAMP SAWCUT SAWCUT S-COMB-3 REBUILD AS CONFIGURATION S-COMB-4 REBUILD AS CONFIGURATION S-COMB-3 REBUILD AS CONFIGURATION S-COMB-4 REBUILD AS CONFIGURATION P A R K E N T R A N C E P A R K E X I T S H E E T 1 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N NEW BALLWIN RD FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i

NOTES:

RAMP DETAIL "B"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

AR-1743/1747

STP-5538(603)/5494(602)

24S

l l t h h DESIGNED:

y l i i d I

h i h N

by d i l i

i b i l ity f

b E s t i m a t e s R e p o r t s o r o t h e r D

S 6905H-22

d d

i f i t i p

R E S P O N S I B I L I T Y S C A i L

O t

f h l i g

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

i f t h t t h A i g D i S t hp

b M.E.D.

O P E

P U B L I C W O R K S T R A N S P O R T A T t

A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-2-ENLARGED_PLAN-TWIGWOOD_E.dgn 11:30:57 AM 11/11/2021

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 5 10 15 WORK AREA MILL AND OVERLAY ASPHALT BOX (A.T.G) SIGNAL CONTROL SIGNAL HEAD (U.I.P) REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING STREET LIGHT (U.I.P) SIGNAL CONTROL BOX (U.I.P) STREET LIGHT (U.I.P) REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING SIGNAL HEAD (U.I.P) EXIST R/W EXIST R/W SAWCUT SAWCUT S-COMB-4 REBUILD AS CONFIGURATION S-COMB-4 REBUILD AS CONFIGURATION NEW BALLWIN RD T W I G W O O D D R S H E E T 2 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTES:

j t d f

y p

RAMP DETAIL "C"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

STP-5538(603)/5494(602)

6905H-22

24S

REBUILD AS CONFIGURATION

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h R T A T I O N

l l t h h DESIGNED:

d d

by d i l i

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

O t

h i h K S

f h l i g

S C A S t

y l i i d P U B L I C W O

E S P O N S I B I L I T Y i L

T R A N S P O AR-1743/1747

i f t h t t h M.E.D.

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

R P E

R A i g D i S t hp

A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

b 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-3-ENLARGED_PLAN-WESTGLEN_N.dgn 11:30:57 AM 11/11/2021

D-PERP-4

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 5 15 WORK AREA MILL AND OVERLAY ASPHALT REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING SIGN (U.I.P.) STREET LIGHT (U.I.P) SIGN (T.B.R.&R.) STORM MANHOLE (U.I.P.) SIGN (T.B.R.&R.) REMOVE AND REPLACE CURB RAMP SIGNAL CONTROL BOX (A.T.G) WATER VALVE (A.T.G) WATER VALVE (A.T.G) CURB RAMP LANDING (U.I.P.) CURB INLET SAWCUT SAWCUT (U.I.P.) CURB INLET POWER POLE (U.I.P) MODULAR BLOCK WALL (U.I.P.) EXIST R/W EXIST R/W NEW BALLWIN RD W E ST G L E N V IL L A G E D R BT-COMB-1 REBUILD AS CONFIGURATION S H E E T 3 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FULL DEPTH CONCRETE REPLACEMENT FULL DEPTH ASPHALT REPLACMENT FULL DEPTH CONCRETE REMOVAL WITH FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTES:

j t d f

y p

SAWCUT

RAMP DETAIL "D"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

h i h C A

y l i i d S P O N S I B I L I T Y

l l t h h

by d i l i DESIGNED:

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

y p

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h O P U B L I C W O R K S T R A N S P O R T A T I O N

i f t h t t h M.E.D.

S i L

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

b 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-4-ENLARGED_PLAN-TRAGO_W.dgn 11:30:58 AM 11/11/2021

R E A i g D i S t hp

S t

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 5 15 WORK AREA MILL AND OVERLAY ASPHALT CURB RAMP REMOVE AND REPLACE STREET LIGHT (U.I.P) CURB RAMP LANDING SIGN (U.I.P.) SIGNAL CONTROL BOX (U.I.P.) STREET LIGHT (U.I.P) REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING (U.I.P) STREET LIGHT (U.I.P.) STORM MANHOLE EXIST. R/W EXIST. R/W (U.I.P.) CURB INLET NEW BALLWIN RD. T R A G O C T BT-COMB-1 REBUILD AS CONFIGURATION S-COMB-1 REBUILD AS CONFIGURATION SAWCUT (U.I.P.) CURB INLET (U.I.P.) CURB INLET S H E E T 4 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FULL DEPTH CONCRETE REPLACEMENT FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t

NOTES:

f h l i g

RAMP DETAIL "E"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

y l i i d DESIGNED:

h i h

l l t h h

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h P

by d i l i

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

b K S T R A N S P O R T A T I O N

f h l i g

j t d f

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

U B L I C W O R i L

R E S P O N S I B I L I T Y S C A M.E.D.

S t

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-5-ENLARGED_PLAN-TRAGO_E.dgn 11:30:59 AM 11/11/2021

O A i g D i S t hp

P E

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 5 15 WORK AREA MILL AND OVERLAY ASPHALT PROPOSED CURB RAMP POWER POLE (U.I.P) MAILBOX (U.I.P) SWALE S-PERP-3 REBUILD AS CONFIGURATION S-PERP-3 REBUILD AS CONFIGURATION NEW BALLWIN RD. B U S I N E S S E N T R A N C E PROPOSED RAMP IS TO BE REMOVED EXISTING CONC. SIDEWALK BEYOND ROADWAY MARKING (T.B.R.&R.) EXIST. R/W EXIST. R/W S H E E T 5 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTES:

RAMP DETAIL "F"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

y l i i d DESIGNED:

by d i l i

l l t h h

i b i l ity f

o r t s o r o t h e r D

h i h O P U B L I C W O R K S T R A N S P O R T A T I O N

i f i t i p

A S t

R E S P O N S I B I L I T Y S C i L

b M.E.D.

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-6-ENLARGED_PLAN-WOODRUN_W.dgn 11:31:00 AM 11/11/2021

i f t h t t h A i g D i S t hp

P E

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 0 5 15 WORK AREA MILL AND OVERLAY ASPHALT REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING STREET LIGHT (U.I.P) MODULAR BLACK WALL (U.I.P.) STORM MANHOLE (U.I.P.) WATER VALVE (U.I.P.) FIRE HYDRANT (U.I.P.) CURB RAMP REMOVE AND REPLACE LANDING CURB RAMP SIGN (T.B.R.&R.) SIGNAL CONTROL BOX (U.I.P.) POWER POLE (U.I.P) (U.I.P.) CURB INLET (U.I.P.) CURB INLET (U.I.P.) CURB INLET CHAINLINK FENCE (U.I.P.) MONUMENT SIGN (U.I.P.) EXIST R/W EXIST R/W BT-COMB-1 REBUILD AS CONFIGURATION S-COMB-1 REBUILD AS CONFIGURATION SAWCUT SAWCUT NEW BALLWIN RD. W O O D R U N D R S H E E T 6 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d f y p f h l i g i d d b E s t i m a t e s R

NOTES:

e p

RAMP DETAIL "G"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h

y l i i d

h i h DESIGNED:

by d i l i

l l t h h

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

b P U B L I C W O R K S T R A N S P O R T A T I O N

R E S P O N S I B I L I T Y S C A M.E.D.

f h l i g

j t d f

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-7-ENLARGED_PLAN-WOODRUN_E.dgn 11:31:01 AM 11/11/2021

O A i g D i S t hp

S t

20 SAWCUT SAWCUT

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 0 5 15 WORK AREA MILL AND OVERLAY ASPHALT CURB RAMP REMOVE AND REPLACE LANDING CURB RAMP SIGN (T.B.R.&R.) SIGN (T.B.R.&R.) REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING GAS VALVE (A.T.G.) ROADWAY MARKING (T.B.R.&R.) (U.I.P.) CURB INLET EXIST R/W EXIST R/W S-COMB-1 REBUILD AS CONFIGURATION S-COMB-1 REBUILD AS CONFIGURATION NEW BALLWIN RD W O O D R U N C T S H E E T 7 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTES:

EXIST. R/W

RAMP DETAIL "H"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

24S

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h C A

h i h I B I L I T Y

l l t h h

y l i i d DESIGNED:

by d i l i

i b i l ity f

i f i t i p

6905H-22 T 64050 24S4-060D STORM MANHOLE (UIP)

d d

b O P U B L I C W O R K S T R A N S P O R T A T I O N

b E s t i m a t e s R e p o r t s o r o t h e r D

R E S P O N S M.E.D.

f h l i g

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-8-ENLARGED_PLAN-WESTGLEN_S.dgn 11:31:01 AM 11/11/2021

S A i g D i S t hp

S t

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 0 5 15 WORK AREA MILL AND OVERLAY ASPHALT SIGNAL HEAD (U.I.P) STREET LIGHT (U.I.P) REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING WATER VALVE (A.T.G) CURB RAMP LANDING SIGNAL HEAD (U.I.P) SIGNAL CONTROL BOX (U.I.P) CURB RAMP REMOVE AND REPLACE SIGNAL CONTROL BOX (U.I.P) STONE RETAINING WALL (U.I.P.) MONUMENT SIGN (U.I.P) SIGNAL CONTROL BOX (U.I.P) SIGNAL CONTROL BOX (U.I.P) ELECTRIC STRUCTURE (U.I.P) (U.I.P.) CURB INLET (U.I.P.) CURB INLET NEW BALLWIN RD W E S T G L E N V I L L A G E D R (U.I.P) MANHOLE SANITARY (U.I.P) STRUCTURE COMMUNICATION (U.I.P) MANHOLE SANITARY EXIST R/W S-COMB-3 REBUILD AS CONFIGURATION S-PERP-5 REBUILD AS CONFIGURATION S-COMB-3 REBUILD AS CONFIGURATION S-PERP-5 REBUILD AS CONFIGURATION SAWCUT SAWCUT S H E E T 8 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FULL DEPTH CONCRETE REPLACEMENT FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i

NOTES:

j t d f

RAMP DETAIL "I"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

24S

h i h

y l i i d

l l t h h

6905H-22 EXIST. R/W

by d i l i

i b i l ity f

b E s t i m a t e s R e p o r t s o r o t h e r D

R E S P O N S I B I L I T Y S C A S t

d d

i f i t i p

O P U B L I C W O R K S T R A N S P O R T A T I O N t

b M.E.D.

f h l i g

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

DESIGNED: i L

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-9-ENLARGED_PLAN-RUSTIC_E.dgn 11:31:02 AM 11/11/2021

i f t h t t h A i g D i S t hp

P E

22 SAWCUT SAWCUT

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 0 5 15 WORK AREA MILL AND OVERLAY ASPHALT CURB RAMP LANDING PROPOSED CURB RAMP POWER POLE WITH GUY LINE (U.I.P) TELEPHONE BOX (U.I.P.) TELEPHONE BOX (U.I.P.) ELECTRIC METER (U.I.P.) SIGNAL HEAD (U.I.P) BOX (A.T.G) SIGNAL CONTROL CURB RAMP LANDING SIGNAL CONTROL BOX (U.I.P.) SIGNAL HEAD (U.I.P) CURB RAMP LANDING REMOVE AND REPLACE CURB RAMP GAS VALVE (A.T.G.) P O L V I N Y L FE C E ( U IP ) MODULAR BLOCK RETAINING WALL (U.I.P.) GAS VALVE (A.T.G.) (U.I.P.) CURB INLET BOX (A.T.G) SIGNAL CONTROL PROPOSED CURB RAMP (U.I.P.) CURB INLET (U.I.P.) CURB INLET S-PERP-5 REBUILD AS CONFIGURATION S-COMB-1 REBUILD AS CONFIGURATION S-COMB-1 REBUILD AS CONFIGURATION S-PERP-5 REBUILD AS CONFIGURATION PROPOSED CURB RAMP MONUMENT SIGN (U.I.P.) EXIST R/W EXIST R/W NEW BALLWIN RD. R U S T I C V A L L E Y D R S H E E T 9 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i

NOTES:

t d f

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

TO FORMWORK.

y l i i d DESIGNED:

by d i l i

l l t h h

i b i l ity f

i f i t i p

h i h P U B L I C W O R K S T R A N S P O R T A T I O N

b E s t i m a t e s R e p o r t s o r o t h e r D

R E S P O N S I B I L I T Y S C A O i L

d d

b M.E.D.

f h l i g

i

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-10-ENLARGED_PLAN-OAKRUN_W.dgn 11:31:03 AM 11/11/2021

i f t h t t h A i g D i S t hp

S t

23 SAWCUT EXIST. R/W S-COMB-4 REBUILD AS CONFIGURATION

MODIFICATIONS

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 0 5 15 WORK AREA MILL AND OVERLAY ASPHALT WOOD FENCE (U.I.P.) POWER POLE (U.I.P) SIGN (U.I.P.) (U.I.P) STREET LIGHT (U.I.P) SANITARY MANHOLE SAWCUT PROPOSED BUS STOP TO EXTEND TO CURB RAMP SIDEWALK REMOVE AND REPLACE CURB RAMP LANDING SIGN (T.B.R.&R.) MONUMENT SIGN (U.I.P.) MONUMENT SIGN (U.I.P.) CURB RAMP REMOVE AND REPLACE CURB RAMP LANDING (U.I.P.) CURB INLET (U.I.P.) CURB INLET NEW BALLWIN RD O A K R U N L N S-COMB-4 REBUILD AS CONFIGURATION EXIST. R/W S H E E T 1 0 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N

RAMP DETAIL "J" PART 1 OF 2

j t d f

AR-1743/1747

STP-5538(603)/5494(602)

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

y l i i d N S I B I L I T Y S C A

l l t h h

by d i l i DESIGNED:

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h K S

i b i l ity f

b I O N

i f i t i p

h i h O P U B L I C W

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

y p

f h l i g

P E

T R A N S P O R T A T S t

O R i L

R E S P O M.E.D.

A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D. P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E 24S 6905H-22

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-11-ENLARGED_PLAN-OAKRUN_W2.dgn 11:31:04 AM 11/11/2021

A i g D i S t hp

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 0 5 15 WORK AREA MILL AND OVERLAY ASPHALT POWER POLE (U.I.P) S-COMB-4 REBUILD AS CONFIGURATION SIGN (U.I.P.) MONUMENT SIGN (U.I.P.) WOOD FENCE (U.I.P.) EXIST. R/W CURB RAMP LANDING SAWCUT (U.I.P.) CURB INLET SIGN (U.I.P.) PROPOSED BUS STOP TO EXTEND BEYOND CURB RAMP SIDEWALK REMOVE AND REPLACE NEW BALLWIN RD O A K R U N L N S H E E T 1 1 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N

RAMP DETAIL "J" PART 2 OF 2

j t d f

RAMP DETAIL "K"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22 LOC# 24S241186 DB 19682 PG 1542 500 NEW BALLWIN ROAD CITY OF BALLWIN N\F

24S

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h C A

h i h N S I B I L I T Y

l l t h h

y l i i d DESIGNED:

by d i l i

i b i l ity f

i f i t i p

d d

b O P U B L I C W O R K S T R A N S P O R T A T I O N

b E s t i m a t e s R e p o r t s o r o t h e r D

y p

R E S P O M.E.D.

f h l i g

j t d f

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-12-ENLARGED_PLAN-OAKRUN_E.dgn 11:31:04 AM 11/11/2021

S A i g D i S t hp

S t

EXIST R/W

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 5 15 WORK AREA MILL AND OVERLAY ASPHALT CURB RAMP REMOVE AND REPLACE CURB RAMP LANDING GAS VALVE (A.T.G.) SIGN (U.I.P.) CURB RAMP REMOVE AND REPLACE SIGN (U.I.P.) GAS VALVE (A.T.G.) ROADWAY MARKING (T.B.R.&R.) EXIST R/W S-PERP-4 REBUILD AS CONFIGURATION S-COMB-3 REBUILD AS CONFIGURATION NEW BALLWIN RD. O A K R U N L N S H E E T 1 2 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTES:

RAMP DETAIL "L"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h

y l i i d

l l t h h

h i h DESIGNED:

by d i l i

b I O N

i b i l ity f

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

i f i t i p

f h l i g

j t d f

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P U B L I C W O R K S T R A N S P O R T A T i L

R E S P O N S I B I L I T Y S C A M.E.D.

S t

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-13-ENLARGED_PLAN-WHISPERING_W.dgn 11:31:05 AM 11/11/2021

O A i g D i S t hp

P E

26 SAWCUT SAWCUT

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N WORK AREA MILL AND OVERLAY ASPHALT REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING (U IP . ) FENCEPOLYVINYL SIGN (TBR&R) POWER POLE WITH GUY LINE (U.I.P) POWER POLE WITH GUY LINE (U.I.P) CURB RAMP LANDING CURB RAMP REMOVE AND REPLACE NEW BALLWIN RD W H I S P E R I N G F O R E S T D R S-COMB-4 REBUILD AS CONFIGURATION S-COMB-4 REBUILD AS CONFIGURATION EXIST R/W EXIST R/W WATER METER (U.I.P.) S H E E T 1 3 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FULL DEPTH CONCRETE REPLACEMENT FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTES:

RAMP DETAIL "M"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

y l i i d

h i h DESIGNED:

by d i l i

l l t h h

i b i l ity f

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h O P U B L I C W O R K S T R A N S P O R T A T I O N

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

i f t h t t h M.E.D.

d d

f h l i g

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

R E S P O N S I B I L I T Y S C A A i g D i S t hp

b 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-14-ENLARGED_PLAN-WHISPERING_E.dgn 11:31:06 AM 11/11/2021

S t

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N WORK AREA MILL AND OVERLAY ASPHALT CURB RAMP LANDING PROPOSED CURB RAMP CURB RAMP LANDING PROPOSED CURB RAMP EXIST.R/W EXIST. R/W SAWCUT SAWCUT S-PERP-8 REBUILD AS CONFIGURATION S-PERP-8 REBUILD AS CONFIGURATION NEW BALLWIN RD S H E E T 1 4 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d

NOTES:

RAMP DETAIL "N"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

STP-5538(603)/5494(602)

6905H-22

24S

l l t h h

y l i i d N

i b i l ity f DESIGNED:

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

O AR-1743/1747

by d i l i I

i f t h t t h i L

R E S P O N S I B I L I T Y S C A S t

O t

f h l i g

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h M.E.D.

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P U B L I C W O R K S T R A N S P O R T A T P E

b A i g D i S t hp

A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

h i h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-15-ENLARGED_PLAN-SHOWPLACE_E.dgn 11:31:07 AM 11/11/2021

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N WORK AREA MILL AND OVERLAY ASPHALT CURB RAMP REMOVE AND REPLACE CURB RAMP LANDING GAS VALVE (UIP) SIGN (TBR&R) REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING GAS VALVE (UIP) GAS VALVE (UIP) MONUMENT SIGN (UIP) SIGN (UIP) MONUMENT SIGN (UIP) EXIST R/W EXIST.R/W SAWCUT SAWCUT S-COMB-4 REBUILD AS CONFIGURATION S-COMB-4 REBUILD AS CONFIGURATION

BALLWIN

SH O W P L A C E C T . S H E E T 1 5 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FULL DEPTH CONCRETE REPLACEMENT FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTES:

NEW

RD.

j t d f

y p

RAMP DETAIL "O"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

by d i l i P O N S I B I L I T Y S C A

l l t h h R

y l i i d O P U B L I C W O R K S T R A N S P O R T A T I O N

i b i l ity f DESIGNED:

i f i t i p

d d

b E s t i m a t e s R e p o r t s o r o t h e r D

i f t h t t h i L

f

t d

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h M.E.D.

E S t

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

h i h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-16-ENLARGED_PLAN-WOODSIDE_W.dgn 11:31:08 AM 11/11/2021

b A i g D i S t hp

S t

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N WORK AREA MILL AND OVERLAY ASPHALT SIGNAL CONTROL BOX (U.I.P.) REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING (UIP) SIGNAL HEAD GUY LINE (UIP) POWER POLE WITH STREET LIGHT (UIP) (U.I.P.) CURB INLET (U.I.P.) CURB INLET REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING (U.I.P.) AREA INLET POLYVINYL FENCE (U IP ) WATER VALVE (UIP) RETAINING WALL (UIP) SAWCUT SAWCUT

W O O D SID E TR A ILS D R . EXIST R/W EXIST.R/W S-PERP-3 REBUILD AS CONFIGURATION S-PERP-3 REBUILD AS CONFIGURATION S H E E T 1 6 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j

NOTES:

NEW BALLWIN RD.

f h l i g

RAMP DETAIL "P"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

AR-1743/1747

STP-5538(603)/5494(602)

by d i l i S I B I L I T Y

y l i i d A

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h W

l l t h h DESIGNED:

i b i l ity f

d d

h i h O P U B L I

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

b I O N

f h l i g

O R K S T R A N S P O R T A T t

P E

C S t

R E S P O N M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-17-ENLARGED_PLAN-BIGBEND_S.dgn 11:31:09 AM 11/11/2021

S C A i g D i S t hp

i L

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N WORK AREA MILL AND OVERLAY ASPHALT SIGN (UIP) REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING BOX (U.I.P.) SIGNAL CONTROL BOX (U.I.P.) SIGNAL CONTROL (U.I.P) SIGNAL HEAD SIGN (UIP) REMOVE AND REPLACE CURB RAMP REMOVE AND REPLACE CURB RAMP SAWCUT S-COMB-4 REBUILD AS CONFIGURATION ISL-2 REBUILD AS CONFIGURATION BIG BEND RD. NEW BALLW IN RD . RIGHT OF WAYS ARE BEYOND SHEET LIMITS S H E E T 1 7 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTES:

j t d f

y p

RAMP DETAIL "Q"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

6905H-22

24S

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h

y l i i d

h i h DESIGNED:

by d i l i

l l t h h

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

b P U B L I C W O R K S T R A N S P O R T A T I O N

R E S P O N S I B I L I T Y S C A M.E.D.

f h l i g

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-18-ENLARGED_PLAN-BIGBEND_S2.dgn 11:31:11 AM 11/11/2021

O A i g D i S t hp

S t

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N WORK AREA MILL AND OVERLAY ASPHALT REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING SIGNAL CONTROL BOX (U.I.P.) SIGNAL CONTROL BOX (U.I.P.) SIGNAL CONTROL BOX (U.I.P.) SIGN (UIP) BOX (U.I.P) SIGNAL CONTROL (U.I.P) SIGNAL HEAD SIGN (UIP) SAWCUT REMOVE AND REPLACE CURB RAMP REMOVE AND REPLACE CURB RAMP REMOVE AND REPLACE CURB RAMP ISL-2 REBUILD AS CONFIGURATION S-COMB-4 REBUILD AS CONFIGURATION EXIST.R/W (U.I.P.) POWER POLE N E W B A L L W I N R D BIG BEND RD S H E E T 1 8 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j

NOTES:

t d f

RAMP DETAIL "A"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

24S

y l i i d DESIGNED:

l l t h h

6905H-22 T 61155 24S4-216D CURB INLET (UIP) T 61333 24S4-215D CURB INLET (UIP)

by d i l i

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

P O N S I B I L I T Y S C A O t

d d

f h l i g

R E i L

i f t h t t h A i g D i S t hp

h i h P U B L I C W O R K S T R A N S P O R T A T I O N

b M.E.D.

S S t

d f

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-19-ENLARGED_PLAN-BIGBEND_E.dgn 11:31:11 AM 11/11/2021

P E

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N WORK AREA MILL AND OVERLAY ASPHALT REMOVE AND REPLACE CURB RAMP MODULAR BLOCK RETAINING WALL (U.I.P.) (U.I.P) SIGNAL HEAD CURB RAMP LANDING BOX (A.T.G.) SIGNAL CONTROL RIGHT OF WAYS ARE BEYOND SHEET LIMITS BIG BEND RD. SAWCUT S-PAR-2 REBUILD AS CONFIGURATION S H E E T 1 9 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j

NOTES:

y p

RAMP DETAIL "S"

1. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

3. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

24S

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h N S I B I L I T Y S C A

y l i i d

h i h DESIGNED:

by d i l i

l l t h h

i b i l ity f

6905H-22 EXIST R/W

b O P U B L I C W O R K S T R A N S P O R T A T I O N

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

d d

R E S P O M.E.D.

f h l i g

y p

P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E

P E

i L

S t

AR-1743/1747 STP-5538(603)/5494(602) A R S R E S U R F A C I N G N E W B A L L W I N R O A D W E I D M A N R O A D / N.P.B. M.E.D.

i f t h t t h 11/11/2021 OF 33 I:\2021144-00 - EFK SLCDOT New Ballwin\Dwgs\1747-1743X-B-RD-20-ENLARGED_PLAN-OAKLEAF_N.dgn 11:31:12 AM 11/11/2021

A i g D i S t hp

WORK AREA 33

0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N MILL AND OVERLAY ASPHALT REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING BOX (U.I.P) SIGNAL CONTROL FIRE HYDRANT (U.I.P.) SIGN (TBR&R) LANDING CURB RAMP (U.I.P) CURB INLET REMOVE AND REPLACE CURB RAMP SIGN (TBR&R) (U.I.P) SANITARY MANHOLE (U.I.P) STREET LIGHT (U.I.P) CURB INLET SAWCUT SAWCUT BIG BEND RD. O A K L E A F M A N O R C T S-COMB-4 REBUILD AS CONFIGURATION S-COMB-4 REBUILD AS CONFIGURATION EXIST R/W EXIST R/W S H E E T 2 0 O F 2 0 C U R B R A M P D E T A I L S I N T E R S E C T I O N FULL DEPTH CONCRETE REPLACEMENT WORK AREA FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i

NOTES:

j t d f