Creve Coeur Mill Road – Right-of-Way Plans by STLCOGOV

NOT FOR CONSTRUCTION

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21 MSD:

20MSD-00522

EXIST.

CREVE COEUR MILL RD

ROW

11.00'

2.50' 3.00'

5.00'

3" MILL

(1)

1.00'

1.5%

NEW 5' WIDE 4" CONCRETE

5% . 1 -

SIDEWALK (TYP.)

5.00' 4.50'

(PG 76-22) CLP-1.75"

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

4" TYPE 5 AGGREGATE (TYP.)

EXIST. SW (T.B.R.)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 76-22) CLP-1.75"

EXIST. CURB AND GUTTER (U.I.P.)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 76-22) C-1.25"

REV.DATE

EXIST. CURB AND GUTTER (U.I.P.)

EXIST. SW (T.B.R.)

TACK COAT

(1) -1.5% FROM STA. 104+15 TO 104+75 CONCRETE BASE REPAIR (8" NON-REINFORCED, REMOVAL AND REPLACEMENT), INCLUDES TYPE 5 AGGREGATE BASE (4" THICK)

NOT FOR CONSTRUCTION

11.50'

DESCRI PTI ON

VARIES 12.00' TO 0.00'

REVI SI ONS

12.00'

APP.

12.00'

T. S. C. L.

VARIES 2.50'

12O & 12P

NEW

5.00'

EXI ST. ROW

NEW

T. S. C. L.

1.00'

MSD BASE MAP:

34.00'

EXI ST. ROW

48.00'

DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

CREVE COEUR MILL RD STA 98+57.95 TO STA STA 104+75.00 FOR CONCRETE REPAIR LIMITS PLEASE SEE PLANS

NOTES: 1) NO CHANGE TO, OR ANALYSIS OF, EXISTING CROSS SLOPE, CURB HEIGHT OR SPREAD.

2.50'

3.50'

5.00'

NEW 5' WIDE 4" CONCRETE

DATE:

4) LANE WIDTHS VARY AND SHALL BE DETERMINED DURING STRIPING OPERATIONS BY ST LOUIS COUNTY. 5) EXISTING SIDEWALK SHALL BE REMOVED PRIOR TO INSTALLATION OF NEW SIDEWALK.

1.5%

5% . 1 -

12/1/2021

EXIST. SW (T.B.R.)

EXIST. CURB AND GUTTER (U.I.P.)

EXIST. GUARDRAIL REPLACEMENT FROM STA 105+56.77 TO STA 106+01.97 AND STA 107+44.58 TO STA 107+88.98

CONCRETE BASE REPAIR (8" NON-REINFORCED, REMOVAL AND REPLACEMENT), INCLUDES TYPE 5 AGGREGATE BASE (4" THICK)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 76-22) CLP-1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 76-22) C-1.25"

CREVE COEUR MILL RD

VARIES 0.00' TO 12.00'

12.00'

13.00'

3.50'

5.00'

1.00'

4" TYPE 5 AGGREGATE (TYP.)

EXIST. CONC. PAVEMENT (U.I.P.)

NEW 5' WIDE 4" CONCRETE SIDEWALK (TYP.)

(2) STA 108+26 TO STA 110+06 (3) +1.5% FROM STA 110+30 TO STA 114+10

EXIST. SW (T.B.R.)

EXIST. CURB AND GUTTER (U.I.P.)

P. S. E.

T. S. C. L.

4.00'

NEW

EXIST. SW (T.B.R.)

EXIST. CURB AND GUTTER (U.I.P.)

NEW

4.00'

EXI ST. ESM T

P. S. E.

1.5%

SHEET 1 OF 5

12.00'

TYPI CAL SECTI ONS

13.00'

RESURFACI NG

2.50'

6.00'

35.00'

(3) 1 . 5%

EXI ST. ESM T

T. S. C. L. NEW

ROW

35.00'

6.00'

TYPE 'A' INTEGRAL CURB (6" HEIGHT AND UNDER)

9) CONTRACTOR TO PROVIDE 1' WIDE - 4% SLOPE AT BACK OF SIDEWALK BEFORE COMPLETING FINISH GRADING AT A MAX SLOPE OF 3:1

CREVE COEUR M I LL ROAD

ROW

(2)

EXIST. CURB AND GUTTER (U.I.P.)

EXIST.

5.00'

8) CONCRETE REMOVAL, REPLACEMENT, AND ASPHALT OVERLAY SHALL BE DONE TO MATCH EXISTING GRADE. CONTRACTOR SHALL PROTECT AND USE EXISTING CURB AND GUTTER TO THE EXTENT POSSIBLE. ANY EXISTING DAMAGED CURB AND GUTTER WITHIN THE CONCRETE REPAIR LIMITS SHALL BE REPLACED. CURB AND GUTTER DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR EXPENSE.

EXIST. GUARDRAIL REPLACEMENT FROM STA 107+65.80 TO STA 108+11.10

TACK COAT

STA 104+75.00 TO STA 105+94.03 BRIDGE EXCEPTION - STA 105+94.03 TO STA 107+70.68

2.00'

7) CONTRACTOR SHALL PROTECT EXISTING CURBING DURING MILL AND OVERLAY OPERATIONS.

EXIST. SW (T.B.R.)

EXI ST. ROW

CREVE COEUR MILL RD

4.00'

TRA N SPO RTA TIO N

4.00'

4" TYPE 5 AGGREGATE (TYP.)

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

6) ALL SIDEWALK SHALL BE PLACED IN ACCORDANCE WITH THE AMERICAN WITH DISABILITIES ACT AND ST LOUIS COUNTY STANDARD DETAILS.

ROW PLANS

SIDEWALK (TYP.)

3) ALL DRIVEWAY APPROACHES COMMERCIAL AND PRIVATE SHALL BE CONCRETE.

PU BLIC W O RK S

11.00'

F. 636 537 0275

12.00'

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

12.00'

T. 636 537 5585

11.00'

2) AREAS WITH NO CURB THAT ARE CURRENTLY PAVED OUTSIDE OF THE DRIVING LANES IN BETWEEN DRIVEWAYS SHALL BE REPLACED WITH TYPE C ASPHALTIC MATERIAL

Chest er f i el d,M i ssour i63017

Varies 2.50'

T. S. C. L.

5.00'

35.00'

NEW

35.00'

EXI ST. ROW

NEW

EXI ST. ROW

T. S. C. L.

CREVE COEUR MILL RD

DESIGNED:

TWC 0

DRAWN:

CREVE COEUR MILL RD

TWC

STA 107+70.68 TO STA 116+10.00

CHECKED: SCALE IN FEET SCALE: 1" = 5'

STS SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\02_AR-1563_TS.dgn

COUNTY PROJECT NO.

EXIST.

CREVE COEUR MILL RD

ROW

35.00'

6.00'

35.00'

EXI ST. ESM T

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21 MSD:

20MSD-00522 MSD BASE MAP:

12O & 12P VARIES

6.00'

12.00'

13.00'

VARIES

5.00'

VARIES

NOT FOR CONSTRUCTION

NEW 5' WIDE 4" CONCRETE

1.5%

EXIST. SW (T.B.R.)

4" CONCRETE SIDEWALK

4" TYPE 5 AGGREGATE (TYP.)

EXIST. CONC. PAVEMENT (U.I.P.)

EXIST. CURB (T.B.R.)

5.00'

2) AREAS WITH NO CURB THAT ARE CURRENTLY PAVED OUTSIDE OF THE DRIVING LANES IN BETWEEN DRIVEWAYS SHALL BE REPLACED WITH TYPE C ASPHALTIC MATERIAL

EXIST. SW (T.B.R.)

EXIST. CURB (U.I.P.)

3) ALL DRIVEWAY APPROACHES COMMERCIAL AND PRIVATE SHALL BE CONCRETE.

CREVE COEUR MILL RD 4) LANE WIDTHS VARY AND SHALL BE DETERMINED DURING STRIPING OPERATIONS BY ST LOUIS COUNTY.

STA 116+10.00 TO STA 121+00.00

(1) RETAINING WALL FROM STA 115+91.50 TO STA 118+08.94 8" CURB FROM STA 118+08.94 TO STA 118+81.88

5) EXISTING SIDEWALK SHALL BE REMOVED PRIOR TO INSTALLATION OF NEW SIDEWALK. 6) ALL SIDEWALK SHALL BE PLACED IN ACCORDANCE WITH THE AMERICAN WITH DISABILITIES ACT AND ST LOUIS COUNTY STANDARD DETAILS. 7) CONTRACTOR SHALL PROTECT EXISTING CURBING DURING MILL AND OVERLAY OPERATIONS. 8) CONTRACTOR TO PROVIDE 1' WIDE - 4% SLOPE AT BACK OF SIDEWALK BEFORE COMPLETING FINISH GRADING AT A MAX SLOPE OF 3:1

EXIST.

4.50'

1) NO CHANGE TO, OR ANALYSIS OF, EXISTING CROSS SLOPE, CURB HEIGHT OR SPREAD.

REV.DATE

8" CURB OR MODULAR BLOCK RETAINING WALL NEW 6' WIDE

(1)

REVI SI ONS

NOTES:

3:1 MAX

APP.

1.5% NEW INTEGRAL DOWELED-ON 6" CONCRETE CURB

DESCRI PTI ON

SIDEWALK

CREVE COEUR MILL RD

ROW

12.00'

13.00'

VARIES

5.00'

NEW 6' WIDE 4" CONCRETE NEW INTEGRAL DOWELED-ON 6" CONCRETE CURB

4.00'

EXIST. CONC. PAVEMENT (U.I.P.)

EXIST. CURB (U.I.P.)

EXIST. CURB (T.B.R.)

NEW 5' WIDE 4" CONCRETE

EXIST. SW (T.B.R.)

SIDEWALK

CREVE COEUR MILL RD STA 121+00.00 TO STA 123+00.00

TRA N SPO RTA TIO N

SCALE IN FEET

VARIES

12.00'

5.00'

VARIES 12' TO 0'

12.00'

VARIES 12' TO 0' VARIES

NEW 5' WIDE 4" CONCRETE SIDEWALK

5.00'

VARIES 12' TO 0' 1.5% 1.5%

NEW 5' WIDE 4" CONCRETE

5.00' EXIST. SW (T.B.R.)

TYPI CAL SECTI ONS

5.00' TREELAWN

ROW PLANS

VARIES

RESURFACI NG

VARIES EXI ST. ROW

EXI ST. ESM T

CREVE COEUR MILL RD

CREVE COEUR M I LL ROAD

EXI ST. ROW

SCALE: 1" = 5'

SHEET 2 OF 5

EXIST. SW (T.B.R.)

PU BLIC W O RK S

4" TYPE 5 AGGREGATE (TYP.)

5.00'

12/1/2021

1.5% T. 636 537 5585

EXI ST. ESM T

1.5%

DATE:

F. 636 537 0275

SIDEWALK (TYP.)

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

12.00'

Chest er f i el d,M i ssour i63017

6.00'

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

1.00'

VARIES EXI ST. ROW

VARIES

4.00'

4" TYPE 5 AGGREGATE (TYP.)

EXIST. CONC. PAVEMENT (U.I.P.) NEW DOWELED-ON 6" CONCRETE

EXIST. CURB (U.I.P.)

SIDEWALK DESIGNED:

TWC

EXIST. SW (T.B.R.)

DRAWN:

TWC

CURB

REMOVE EXISTING PAVEMENT, CURB AND SIDEWALK

CHECKED:

CREVE COEUR MILL RD

STS

STA 123+00.00 TO STA STA 125+75.43 SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\03_AR-1563_TS.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21 MSD:

20MSD-00522

1.00' 5.00'

3" MILL

SIDEWALK

4" TYPE 5 AGGREGATE

EXIST. ASPHALT PAVEMENT

(PG 76-22) CLP-1.75"

5.00'

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 76-22) C-1.25"

EXIST. SW (T.B.R.)

4" TYPE 5 AGGREGATE (TYP.)

EXIST. SW (T.B.R.)

(1) -1.5% FROM STA 134+64 TO STA 135+88

CREVE COEUR MILL RD

EXIST. CREVE COEUR MILL RD

ROW

VARIES 20' TO 41'

20.00'

13.00'

VARIES

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 76-22) C-1.25"

STA 143+60.00 TO STA 148+46.50

EXIST.

5.00'

(PG 76-22) CLP-1.75"

EXIST. ASPHALT PAVEMENT

STA 125+75.43 TO STA 135+88.00

1.00'

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

TACK COAT

CREVE COEUR MILL RD

VARIES (SEE PLANS)

3" MILL

5.00'

TACK COAT

NEW ROW

13.00'

(TYP.)

(1)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

13.00'

NEW 5' WIDE 4" CONCRETE

NEW 5' WIDE 4" CONCRETE SIDEWALK

1.5%

VARIES

25.00'

REVI SI ONS

VARIES

5.00'

20.00'

12O & 12P

NOT FOR CONSTRUCTION

VARIES

MSD BASE MAP:

ROW

DESCRI PTI ON

VARIES 20.00' TO 29.95'

VARIES 12.00' TO 14.50' VARIES 12.00' TO 15.75'

CREVE COEUR MILL RD

ROW

VARIES 24.33' - 26.76'

EXIST.

NEW ROW

ROW

REV.DATE

CREVE COEUR MILL RD

ROW

EXIST.

APP.

EXIST.

VARIES 0' TO 12.00'

12.00' DATE:

1.00'

(2)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 76-22) CLP-1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95

EXIST. CURB (U.I.P.)

(PG 76-22) C-1.25"

EXIST.

CREVE COEUR MILL RD

ROW

VARIES

NEW 5' WIDE 4" CONCRETE

NOTES:

VARIES 25' TO 20'

20.00'

13.00'

VARIES 12.00' TO 0'

12.00'

1) NO CHANGE TO, OR ANALYSIS OF, EXISTING CROSS SLOPE, CURB HEIGHT OR SPREAD. 2) AREAS WITH NO CURB THAT ARE CURRENTLY PAVED OUTSIDE OF THE DRIVING LANES IN BETWEEN DRIVEWAYS SHALL BE REPLACED WITH TYPE C ASPHALTIC MATERIAL 3) ALL DRIVEWAY APPROACHES COMMERCIAL AND PRIVATE SHALL BE CONCRETE.

3" MILL

SIDEWALK

4) LANE WIDTHS VARY AND SHALL BE DETERMINED DURING STRIPING OPERATIONS BY ST LOUIS COUNTY.

1.5%

5) EXISTING SIDEWALK SHALL BE REMOVED PRIOR TO INSTALLATION OF NEW SIDEWALK.

5.00' EXIST. SW (T.B.R.)

4" TYPE 5 AGGREGATE (TYP.) (3)

EXIST. CURB (U.I.P.)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 EXIST. ASPHALT PAVEMENT (U.I.P.)

(PG 76-22) CLP-1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 76-22) C-1.25" TACK COAT

CREVE COEUR MILL RD (3) REPLACE SECTION OF ASPHALT CURB WITH TYPE 'S' CONCRETE CURB FROM STA 142+76.81 TO STA 143+27.32

STA 139+91.70 TO STA 143+60.00

6) ALL SIDEWALK SHALL BE PLACED IN ACCORDANCE WITH THE AMERICAN WITH DISABILITIES ACT AND ST LOUIS COUNTY STANDARD DETAILS. 7) CONTRACTOR SHALL PROTECT EXISTING CURBING DURING MILL AND OVERLAY OPERATIONS.

SHEET 3 OF 5

5.00'

ROW

RESURFACI NG

VARIES (SEE PLANS)

(2) -1.5% FROM STA 135+88 TO STA 137+20

TRA N SPO RTA TIO N

CREVE COEUR MILL RD

1.00'

SIDEWALK

EXIST. SW (T.B.R.)

TACK COAT

STA 135+88.00 TO STA 139+91.70

NEW ROW

5.00'

PU BLIC W O RK S

EXIST. ASPHALT PAVEMENT (U.I.P.)

CREVE COEUR M I LL ROAD

EXIST. SW (T.B.R.)

NEW 5' WIDE 4" CONCRETE

TYPI CAL SECTI ONS

4" TYPE 5 AGGREGATE (TYP.)

5.00'

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

1.5%

F. 636 537 0275

T. 636 537 5585

3" MILL

SIDEWALK

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

12/1/2021 EXIST. BLOCK WALL (U.I.P.) FROM STA 137+50.41 TO STA 138+33.91

ROW PLANS

NEW 5' WIDE 4" CONCRETE

5.00'

Chest er f i el d,M i ssour i63017

VARIES

DESIGNED:

TWC 8) CONTRACTOR TO PROVIDE 1' WIDE - 4% SLOPE AT BACK OF SIDEWALK BEFORE COMPLETING FINISH GRADING AT A MAX SLOPE OF 3:1

DRAWN:

TWC CHECKED:

STS SHEET SEQUENCE:

SCALE IN FEET

SCALE: 1" = 5'

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\04_AR-1563_TS.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21

EXIST.

NEW ROW

CREVE COEUR MILL RD

ROW

MSD:

ROW

20MSD-00522 MSD BASE MAP:

VARIES 9.00' TO 10.00'

13.00'

5.00'

1.00' NEW 5' WIDE(1) 4" CONCRETE

3" MILL

1.5%

SIDEWALK

5.00'

5.00' SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

EXIST. SW (T.B.R.)

(PG 76-22) CLP-1.75" EXIST. ASPHALT PAVEMENT

EXIST. PAVED DITCH (U.I.P.)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 TACK COAT

(PG 76-22) C-1.25"

NOT FOR CONSTRUCTION

1.5%

4" TYPE 5 AGGREGATE (TYP.)

13.00'

DESCRI PTI ON

SIDEWALK

VARIES

NEW 5' WIDE 4" CONCRETE

VARIES

REVI SI ONS

5.00'

12O & 12P

33.00'

(1) EXISTING SIDEWALK FROM STA 151+02.50 TO STA 153+97.50

REV.DATE

1.00'

20.00'

APP.

VARIES

CREVE COEUR MILL RD

STA 148+46.50 TO STA 154+58.00

NOTES: (2)

CREVE COEUR MILL RD

ROW

VARIES 13.00' TO 23.50'

3) ALL DRIVEWAY APPROACHES COMMERCIAL AND PRIVATE SHALL BE CONCRETE.

VARIES 13.00' TO 15.00'

DATE:

12/1/2021

3" MILL

SIDEWALK

5) EXISTING SIDEWALK SHALL BE REMOVED PRIOR TO INSTALLATION OF NEW SIDEWALK.

1.5%

EXIST. SW (T.B.R.)

TACK COAT

(2) NEW ROW FROM STA 154+48.00 TO STA 159+02.27

7) CONTRACTOR SHALL PROTECT EXISTING CURBING DURING MILL AND OVERLAY OPERATIONS.

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

EXIST. ASPHALT PAVEMENT (U.I.P.)

(PG 76-22) CLP-1.75"

8) CONTRACTOR TO PROVIDE 1' WIDE - 4% SLOPE AT BACK OF SIDEWALK BEFORE COMPLETING FINISH GRADING AT A MAX SLOPE OF 3:1

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 76-22) C-1.25"

CREVE COEUR MILL RD

STA 154+48.00 TO STA 162+62.00

TRA N SPO RTA TIO N

4" TYPE 5 AGGREGATE (TYP.)

5.00'

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

6) ALL SIDEWALK SHALL BE PLACED IN ACCORDANCE WITH THE AMERICAN WITH DISABILITIES ACT AND ST LOUIS COUNTY STANDARD DETAILS.

SCALE IN FEET

ROW

VARIES 43.90' TO 48.50'

VARIES

5.00'

1.5%

5.00' EXIST. SW (T.B.R.)

VARIES

VARIES 37.50 TO 43.71

12.00'

13.00'

5.00'

NEW 5' WIDE 4" CONCRETE

3" MILL

1.5%

SIDEWALK

4" TYPE 5 AGGREGATE (TYP.)

1.00'

SIDEWALK

TYPI CAL SECTI ONS

ROW

ROW PLANS

CREVE COEUR MILL RD

RESURFACI NG

EXIST.

CREVE COEUR M I LL ROAD

SCALE: 1" = 5'

SHEET 4 OF 5

NEW 5' WIDE 4" CONCRETE

T. 636 537 5585

4) LANE WIDTHS VARY AND SHALL BE DETERMINED DURING STRIPING OPERATIONS BY ST LOUIS COUNTY.

PU BLIC W O RK S

VARIES

F. 636 537 0275

5.00'

25.00'

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

20.00'

2) AREAS WITH NO CURB THAT ARE CURRENTLY PAVED OUTSIDE OF THE DRIVING LANES IN BETWEEN DRIVEWAYS SHALL BE REPLACED WITH TYPE C ASPHALTIC MATERIAL

Chest er f i el d,M i ssour i63017

ROW

VARIES (SEE PLANS)

1.00'

1) NO CHANGE TO, OR ANALYSIS OF, EXISTING CROSS SLOPE, CURB HEIGHT OR SPREAD.

EXIST.

NEW ROW

5.00' EXIST. CURB (U.I.P.)

EXIST. CURB SUPERPAVE ASPHALTIC (U.I.P.) CONCRETE MIXTURE SP125

EXIST. ASPHALT PAVEMENT

DESIGNED:

TWC

(PG 76-22) CLP-1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95

TACK COAT

EXIST. SW (T.B.R.)

DRAWN:

TWC

(PG 76-22) C-1.25" CHECKED:

STS

CREVE COEUR MILL RD STA 162+62.00 TO STA STA 166+35.86

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\05_AR-1563_TS.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21 MSD:

EXIST. CREVE COEUR MILL RD

EXIST.

20MSD-00522

ROW MSD BASE MAP:

ROW

VARIES

12O & 12P

43.87' TO 50.82'

NOT FOR CONSTRUCTION

VARIES 37.80' TO 43.68'

VARIES

14.00'

12.00'

11.00'

12.00'

15.00'

VARIES

5.00'

LEFT TURN LANE

SIDEWALK

EXIST. CURB (U.I.P.)

1.5%

REVI SI ONS

(1)

5.00' NEW 5' WIDE 4" CONCRETE

EXIST. SW (T.B.R.)

EXIST. CONCRETE PAVEMENT (U.I.P.)

SIDEWALK

(1) -1.5% FROM STA 169+47.90 TO STA 172+34.66

5.00'

REV.DATE

4" TYPE 5 AGGREGATE (TYP.)

NEW 5' WIDE 4" CONCRETE

APP.

5.00'

DESCRI PTI ON

VARIES VARIES

CREVE COEUR MILL RD

STA 166+35.86 TO STA 172+34.66 STA 168+09.50 TO STA 169+47.90 (MCKELVEY PROJECT EXCEPTION)

EXIST. CREVE COEUR MILL RD

EXIST.

ROW

VARIES

VARIES 37.80' TO 43.68'

43.87' TO 50.82'

VARIES

6.00'

14.00'

12.00'

11.00'

12.00'

15.00'

VARIES

5.00'

DATE:

1.5%

EXIST. SW (T.B.R.)

4.00' NEW 6' WIDE 4" CONCRETE SIDEWALK

4" TYPE 5 AGGREGATE (TYP.)

EXIST. SW (T.B.R.)

EXIST. CONCRETE PAVEMENT (U.I.P.)

Chest er f i el d,M i ssour i63017

4.00'

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

5% . 1 -

TRA N SPO RTA TIO N

CREVE COEUR MILL RD STA 172+34.66 TO STA 172+98.10

PU BLIC W O RK S

SIDEWALK

EXIST. CURB (U.I.P.)

F. 636 537 0275

T. 636 537 5585

NEW 5' WIDE 4" CONCRETE

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

12/1/2021

LEFT TURN LANE

NE W SIDEWALK

NEW PAVED APPROACH

3) ALL DRIVEWAY APPROACHES COMMERCIAL AND PRIVATE SHALL BE CONCRETE. 4) LANE WIDTHS VARY AND SHALL BE DETERMINED DURING STRIPING OPERATIONS BY ST LOUIS COUNTY.

1.5%

MATCH EXIST DRIVEWAY PAVEMENT SEE PLANS COMMERCIAL: 7" NON-REINFORCED CONCRETE RESIDENTIAL: 6" NON-REINFORCED CONCRETE OR 6" TYPE 'X' ASPHALT BASE WITH 2" TYPE 'C' ASPAHLT SURFACE COURSE 4" TYPE 5 AGGREGATE

7) CONTRACTOR SHALL PROTECT EXISTING CURBING DURING MILL AND OVERLAY OPERATIONS. 0

SHEET 5 OF 5

TIE TO EXIST. PAVEMENT

TYPI CAL SECTI ONS

FULL DEPTH SAWCUT

ROW PLANS

2) AREAS WITH NO CURB THAT ARE CURRENTLY PAVED OUTSIDE OF THE DRIVING LANES IN BETWEEN DRIVEWAYS SHALL BE REPLACED WITH TYPE C ASPHALTIC MATERIAL

RESURFACI NG

1) NO CHANGE TO, OR ANALYSIS OF, EXISTING CROSS SLOPE, CURB HEIGHT OR SPREAD.

CREVE COEUR M I LL ROAD

NOTES:

DESIGNED:

TWC

15 DRAWN:

ENTRANCE PAVEMENT

TWC SCALE IN FEET CHECKED: SCALE: 1" = 5'

NOTE: SEE DRIVEWAY PROFILES FOR ADDITIONAL DETAILS.

STS SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\06_AR-1563_TS.dgn

COUNTY PROJECT NO. S2 3°

boundary surveys.

BY REV.DATE

(A.T.G.)

F. 636 537 0275

UTILITY POLE

(U.I.P.)

134

20'W ESMT (PB 191 PG 82)

GUY WIRE GUY WIRE

S87°48'02"W 105.76'

127

(U.I.P.)

(U.I.P.) 130

N58°32'20"W 28.48' S15°55'46"W 18.44'

50' BLDG LINE

PU BLIC W O RK S

W/ LIGHT

T. 636 537 5585

132

(U.I.P.)

W/ RISER

TRA N SPO RTA TIO N

N87°48'02"E 47.92' FH

129

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

FL E 443.86

12/1/2021

Chest er f i el d,M i ssour i63017

EX STM MH T 456.92 FL N 443.69

(U.I.P.)

S84°42'43"W 12.07'

90 N/F o dC e t mi i sL e i t r e p o r nP ma l l A 10359/2020

LINE TABLE

28 6'

3° S2 )

)

' 28 8. 19 W RO "E ST I 28 ' EX 46

1P 19

B (P

12P340108 D MR R A DF R HA C I R 0P 8 1 2 1

CURVE TABLE

L1:

N 2°18'26"W 3.27'

C1: R=40.00 L=31.57

L2:

N87°48'02"E 32.88'

CL=30.76 CB=N65°11'14"E

L3:

N71°52'21"W 6.30'

L4:

S47°56'29"W 8.47'

EXC2= R=40.00' L=47.77'

L5:

S66°12'59"W 6.26'

CL=44.98' CB=S57°59'13"E

L6:

S74°45'40"W 15.75'

o sC n eI l t i T l a n o i t cNa i l b u p e dR Ol E E K 4 7 4 6 2 2 8 eNo1 l i F t n me t mmi o C 8 1 0 2 3 1 4 e0 t eDa v i t c e f f E

ORIGINAL: 67,328 S.F. TSCL: 819 S.F. REMAINING: 67,328 S.F.

B 2-

B 1

SU E B (P

C SL

)

) 82 G 93 /4 95 114

1P 19

N I SE D PT R O A C SL ATE 03 V I /5 PR 4 95 11

1P 19

B (P

W 5'

M ES

NE LI ) G 82 LD 'B 1 PG 50 19 B (P

W ' 10

" OF R" E 2 T T O L N OT L CE E OF RC B E SU MM G 58) E O R C " P OD B 209 O W P ( ER E D "

ROW PLAN

(T.B.R.&R.)

ROW PLANS

SIGNAL CONTROLLER

CREVE COEUR M I LL ROAD

(PB 191 PG 82)

124

SHEET 1 OF 15

(U.I.P.)

12P3-030D

DATE:

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

PC 1 02+ 48. 90

(A.T.G.) N89°50'02"E 9.85'

TA 103+00.00 S . L . C E N I L H M ATC

47.00'

N02°11' 58"W 47.00' (RADI AL TO CL)

R = L= 4 0 C 1 .5 S hd 8.5 0' 7 9° =18 9' . 0 2 43 ' ' 5 9" E

N02°11' 58"W

FL W 441.77

S02°11' 58"E 35.00' (RADI AL CL & ROW )

S02°11' 58"E 35.00'

S 2 23 11 8 ° .88 .00 5 7 ' ' ' 2 1" W

EXIST ROW

(RELOC.)

UTILITY POLE

FL S 441.49

152.48' EXIST ROW

SIGN

FL NE 441.62

GUY WIRE

) ' 82 63 0. G 13 1P 3 19 "W 49 / B 28 5 ' (P 9 46 E 114 ' 3° SU E 61 S N2 RM 6. PT 15 C SL "E

4 3° S2

" OF R" 1 E T T O L N OT L CE F E O RC B E U M 77) S RE " COM PG D 00 3 O O ( PB RW E E D "

PULL BOX

S87°48'02"W

107

131

(PB 191 PG 82)

T.S.C.L.

' 49 "W

TRAFFIC

15'W PUBLIC ROW

CONC SIDEWALK

SL "W C 0 1 1 49 3 P ' 5/ DE 8 N 2 5 L3 ° 65 6. 49 °4 32 8 0 5 3 ' S

W 5'

' 00 2"W . 3 20 3' 1 6° S6

M ES

ORIGINAL: 67,368 S.F. TSCL: 314 S.F. REMAINING: 67,368 S.F.

' 9 3 . 3 3

(U.I.P.)

NE LI ) G 82 LD 'B 1 PG 50 19 B (P

W ' 10

8 1 0 2 3 1 4 E0 T EDA V I T C E F F E

W ' 10

5' .4

O NSC EI L T I LT ONA I T CNA I L UB P E DR OL E E K 5 7 4 6 2 2 8 ENO1 L I NTF ME T OMMI C

W ' 10

S02°11' 58"E 258.12'

123 47

S48°13'23"W 7.76'

2" 1

&T AT

N I SE D PT R O A C SL ATE 03 V I /5 95 114

)

D MR R A DF R HA C I R 1P 8 1 2 1

12P340153

2" 1

"W 28 ' 46

22082/2057

3°

C L ML R A DF R HA C I R 1P 8 1 2 1

ASPHAL T

0 2"W . 3 20 3' SI GNAL 1 LOOP 6° 6 S " 12

N57°04'42"W 26.65'

N I SE D PT ROA C SL ATE 03 V I /5 PR 495 1 1 0'

MT ES G 1P 19

N/F

S87°19'41"W 34.95'

105

LC PR 1 1 M 49 I 5/ USS 48 E 3 (U.I.P.)FH

" 10

(U.I.P.) WV S

B (P

V P

103

102

SIGNAL

(U.I.P.)

104

" 15 P C R

S87°48'02"W

STA 199+36.45 BEGIN SOUTH SIDE SIDEWALK

1 2"

11495/489

TRAFFIC

&T AT

15'W SLC PRIMUSSE

(U.I.P.)

TRAFFI C SI GNAL

FL N 448.64

S87°48'02"W 57.81'

CONCRETE CURB

128

1 2" RC P

MCI

(U.I.P.) 18" R

11495/483

MCI

INK CL

10'W WATER ESMT 7860/1279 (U.I.P.)

PULL BOX

16"

11495/483

10'W SLC PRIMUSSE T.S.C.L.

EX C 2

10'

I CV

48.70'

(U.I.P.)

W/METER

126

125

UTILITY POLE W/RISER

EX STM MH T 454.18

N87°48'02"E 47.92'

NEW 5'WIDE SIDEWALK

(A.T.G.)

S87°48'02"W 187.63' 10'W SLC PRIMUSSE

S87°48'02"W

(U.I.P.)

1 8" RCP

E 19 SM 1 T P G

1 2"

P C R ' 12 TRAFFIC

15'W PUBLIC ROW

(A.T.G.) (PB 191 PG 82) R=40.00 L=33.70 S87°48'02"W 129.04' CL=32.71 CB=S S87°48'02"W 80.34' 68°03'45"E

ASPHAL T

FL SW 447.39

EXIST ROW

MCI

FLW 443.45

102+00

T 453.49

MCI PULLBOX

(U.I.P.)

FL SW 444.21

120

CURB INLET

12P3-031D

12"

112.81'

GUY WIRE

/4 9 3

S87°48'02"W

MILL (40'W) RD

FL SE 443.41

EX STM

(A.T.G.)

CREVE COEUR

FLE 443.61

MCI

FL N443.33

33.3

101

21 " RCP

106

T 452.41

° 50 ' 54 "W

(U.I.P.)

S87°48'02"W 74.82'

(A.T.G.)

S07

16 "

(PB 191 PG 82)

51 . 51 0+ 0 1 A= ST

R =4

(U.I.P.) 15'W PUBLIC ROW

FLW 443.11

0 . C 00 hd ' N L 3 2 =6 =7 ° 6 7 0 0 .16 .8 '4 9 SLC ' ' PTS 7 E 114 9 "E 5

(A.T.G.)

CONCRETE CURB

L 3 10 0 ' 0 E S P M G T 7 7 )

8" RCP 1

FLE 443.13

EX STM MH

NEW 5'WIDE SIDEWALK

MILL RD

T 452.00

CONCRETE

FL NW 445.00

12P3-004D

FL SW 444.29 (12" RCP)

UTI L I TY POL E W/RI SER W/L I GHT

EX STM MH

12P3-005D 2 EX STM 4MH . 101+00 6 9 T 452.34 + 0 0 FLW 444.24 =1 A T FL SE 444.19 S

FLW 444.29 (18" RCP)

100+00

NOT FOR CONSTRUCTION

YO V

S 6 6 ° 5 17 .0 '2 0 2 ' "W

' 2 .3

FLE 444.16

ST A= 99 +6 7. 38

PI1 00+ 02. 24

S02°11' 58"E 35.00'

35.00'

T 451.65

SI GNAL LOOP

)

PI0 + 45. 22 PI0 + 49. 32

5 ta = 0 + 3 S

PI1 00+ 00. 00

35.00'

N02°11' 58"W

EX STM MH

LOOP

36" RCP SLC ROW 7892/263

SLC ROW 7892/263

12" RCP

CREVE COEUR

99+00

AT&T

98+00

SLC ROW 11495/536

LOOP

12P3-032D SIGNAL

298.81'

SIGNAL

ASPHAL T

N87°48'02"E

12" RCP

AT&T

24 " RC

WEST OF PRICHARD FARM RD

CITY OF MARYLAND HEIGHTS ROAD

"E 22 7' °1 6 N6

&T AT

MILL (40'W) RD

57 4. +5 8 9 A= ST

SLC ROW 11495/536

36" RCP

CREVE COEUR

UTI L I TY POL E ( ABANDONED)

CONCRETE SI DEWAL K

' 00 . 50

(U.I.P.) 100'W SLC ROW PRICHARD FARM RD 5900/11 & 11495/527

(A.T.G.)

SIGNAL

FL S449.32

EXIST ROW

LOOP

INK CL

70.00'

(A.T.G.) SIGNAL

TRAFFIC

SAWCUT FOR NEW 5' CUT-THRU

T 454.52

NEW 5'WIDE SIDEWALK

DBL CURB INLET 304.89' N87°48'02"E T 452.48 15'W SLC PRIMUSSE FL SE 445.56 11495/519

TRAFFIC

AT&T

CURB INLET

(U.I.P.)

EX STM

" 16

BOP STA 98+57.95

PULL BOX

ASPHALT

(T.B.R.)

11495/531

AT&T

(U.I.P.)

EX STM TRAFFIC

11495/531

SIGNAL

C.L. (TYP.)

15'W SLC ROW

TRAFFIC

PULL BOX

SCALE: 1" = 20'

ORIGINAL: 980,236 S.F. TSCL: 247 S.F. REMAINING: 980,236 S.F.

38 ' 42 ' 3° 4 9 S2 21.

EXIST ROW

S87°48'02"W 203.39'

11495/523

SCALE INFEET

8 1 0 2 2 1 6 e0 t eDa v i t c e f f E

24 " RC

(U.I.P.)

CONCRETE

& T A

o C S n eI l t i T l a n o i t cNa i l b u p e dR Ol

" 6

SLC PRIMUSSE

&T AT

E E K 7 3 9 0 3 2 8 eNo1 l i F t n me t mmi o C

&T AT

E ' 4 9" W ' 8 4 . 15 9 3' =7 °0 'L 2 0T 5 0 . 'N 4 6 6 7 . = 4 R TEL EPHONE M. H. =7 (U.I.P.) d h C SLC ROW

UTI L I TY POL E 15'W SLC PRIMUSSE

4' .9 68

(U.I.P.)

E S S U M I R P 23 C /5 L S 95 4 11

12P620064

GV (U.I.P.)

K IN CL

UTI L I TY POL E

D LR L URMI OE EC V E R 1C 0 2 2

S79 °07 ' 39" E 1 21 . 46'

8' .4 62 "E 38 E ' SS 42 MU I 3° PR S2 C 19 SL 5/5 "E 9 38 ' 114 42

(U.I.P.)

W ' 10

TEL EPHONE M. H.

N/F

3°

" 16

NO ACQUISITION

(U.I.P.)

GUY WI RE

ON. I T P I R C S "DE A E" DUL HE C HES NT HI T WI

STA 0+10.63 BEGIN NORTH SIDE SIDEWALK

4 & T. AT 2

L1 E C R A SP UDE L NC L2I E C R A ORP EF L T I T

12/1/2021

(U.I.P.)

W RO RD C SL ARM 27 /5 F W 0' RD 95 10 114 A & CH I 1 PR /1 00 59

"W 22 7' °1 6 S6

D. DE I OV R NTP ME T OMMI EC L T I NOT

D LR L URMI OE EC V E R 5C 8 1 2

12O & 12P

Affidavit 19399/892

"E 22 7' 1 0' ° 0 . 6 00 N6 1 TELE. M.H.

"E 22 7' 0' °1 0 6 . N6 50

12P620053

S I EX

' 00 . 50

St a= 1 + 04. 26

(U.I.P.)

and Keith R. Gosejohan

K IN CL

AFFIDAVIT 19399/892

MSD BASE MAP:

0 5 2 1 / 3 5 3 0 d1 e yDe r a i c i f e n e B

44 3. 41

0 5 2 1 / 3 5 3 0 D1 E YDE R A I C I F NE E B

PAVEMENT REMOVAL

, n a h o j e s Go . NA o d r Go , d o Wo eG. n a Di

38 2'

W RO

UTI L I TY POL E W/ L I GHT

T.S.C.L.

, n a h o j e s Go . E meG. o r e J , n a h o j e s Go . E . F r e v i Ol

°4

38 2'

N OHA J E GOS . HR T I E NDK A

PROPOSED CONCRETE REPAIR

P.D.E.

3 N2

°4

S I EX

N, OHA J E GOS . DONA GOR WOOD, NEG. A DI

S 6 6 ° 5 17 .0 '2 0 2 ' "W

RD HA RD IC PR RM FA

3 N2

M ES R 1 TE W A 2 25 / W ' 62 20 81

N/F

20MSD-00522

P.R.W.E.

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

PLS-2007000085

N, OHA J E GOS . E OMEG. R E J N, OHA J E GOS . E . RF E V I OL

MSD:

DESCRI PTI ON

constitute a boundary survey that meetSthe Missouri standardSfor property

6834D-21

PROPOSED CONCRETE SIDEWALK

P.S.E.

REVI SI ONS

' 19 00 /5 5. 95 57 114

relative to the accuracy of the provided information. These planSdo not

E-W GATEWAY TIP NO.

APP.

MU I PR

38 ' 42

C SL

NEW R.O.W.

hereoNare based oNsaid provided documentation. No review haSbeeNmade

STP 5526(646)

PROPOSED MILL AND OVERLAY

Department of Transportation. The proposedEasementSand right ofWay showN

CHARLES EDWIN QUINBY JR.

FEDERAL PROJECT NO.

LEGEND

Existing property and right ofWay informatioNwaSprovided by St LouiSCounty

RESURFACI NG

W 5'

AR-1563

DESIGNED:

TWC DRAWN:

TWC CHECKED:

STS SHEET SEQUENCE:

7 ESMT W MSD 20' D ESMT 01 S 6 M / 7 5 W ' 2 1 1 20 1 257/60 1 1

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\07_AR-1563_RW.dgn

COUNTY PROJECT NO.

LEGEND

AR-1563 PROPOSED MILL AND OVERLAY

STP 5526(646)

36" RCP

TRAFFIC

T 457.42

PULL BOX

FL NE 441.20

(A.T.G.)

ST CONC EXI

00' 925. R= 44' 56. = L 43' 56. = d Ch E 7" 1 N72°33'

12O4-082D (A.T.G.) EX STM CURB INLET

(T.B.R.&R.)

FL SW 439.77

N89°50'02"E 9.85'

EX STM MH

1 04+00

T 460.06 FL SE 447.53 FLW 447.67 UTILITY

CONC CURB

1 2" R CP

POLE

(U.I.P.) EXI ST R OW

TELE JB

(U.I.P.)X3

L2 N8 9° 50 ' 02 " E 1 12 65 . 00 " ' R 20 ' WE ( PB SM T 1 91 PG 82 )

12180 PRICHARD FARM RD

(U.I.P.)

COMMITMENT FILE NO 18-226474-KEE EFFECTIVE DATE 04-13-2018

" LOT 2 OF F O B U S E R " CENTER" E C R E M M O C DEERWOOD 209 PG 58) "

1 2"

50 ' BLD ( G PB LI 1 NE 91 PG 82 )

FH (U.I.P.)

(U.I.P.)

122

CONC CURB

(U.I.P.)

E 4"

35.

ROW 3 7892/26

N 1 9° 1 1 ' 3 1 3 . 64 6" ' W

151 GUARDRAIL

(U.I.P.)

149

R= 40. 00' L= Ch 5. d= 32' 5. 32' N23° 00' L7 20" W 4.99'

C.L. (TYP.)

147 S78°53'25"W 21.67'

N33°00'48"W 21.50' P L

N8 9° 50 ' 02 " E 2 1 7. 40 '

146

1 5' W PU BLI ( PB C 1 RO 91 W PG 82 )

CITY OF MARYLAND HEIGHTS, MO 18135/1034 (TRACT 2 IN EXCESS ACQ 7892/267)

153

150

UTILITY POLE

(U.I.P.)

152

W/RISER

PARCEL 89 - N/F CONCWALL

NO ACTIVE LOC NO (FORMERLY 12O130429) 2214 CREVE COEUR MILL RD OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226473-KEE EFFECTIVE DATE 04-23-2018

ORIGINAL: 270 S.F. TSCL: 270 S.F. REMAINING: 270 S.F.

148 S8 P L 9° 50 ' 02 " W 1 28 . 81 '

S89°50'02"W 4.27' FO

RM ER EX RO CE W PT VI I S GU WH U S ER MP RO UT E C NI RO AD I LI TI VE , ES FEE ROSS D OR FEE ED B PR Y CR I VA PU E TE EK BLI AR , C DR TE RO I RI VE AL W S CI RO TY S O AD UT OF H AP MA OF PE RY LAN ARST O D BE HE I GH TS

PARCEL 89 A - N/F CITY OF MARYLAND HEIGHTS, MO

ORIGINAL: 25,747 S.F. TSCL: 2,971 S.F. REMAINING: 25,747 S.F.

161 .95 ' S0 0° 09 ' 58 "E

C 2-

R= 40. 00' L = 4. 51 ' Ch d = 4. 51 ' S44°28' 35" E

T 2 OF" O L F O B RESU " R" CE CENTE R E M M O C DEERWOOD " PG 58) PB 209 (

143

NO ACQUISITION

50 ' BLD ( G PB LI 1 NE 91 PG 82 )

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

APP.

9 '

5/4/2022

(U.I.P.) SEE ENLARGED PLAN C THIS SHEET

ST ROW EXI

(U.I.P.)

ROCK

88 T. S. C. L .

PARCEL 88 - N/F

CONCWALL

(U.I.P.)

INSTALL NEW RIP RAP

CITY OF MARYLAND HEIGHTS, MO C.L. (TYP.) 18135/1034 (TRACT 1 IN SLC EXCESS ACQ 7892/267) 12O130410 12402 CREVE COEUR MILL RD OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226472-KEE EFFECTIVE DATE 04-23-2018

ORIGINAL: 16,366 S.F. PSE: 59 S.F. TSCL: 551 S.F. REMAINING: 16,366 S.F.

AP P R ES OX M 1 T 0 W 67 ' 68 S /1 EW 5 5 ER 4

UT I LI TY CI ES TY MT OR OF I NV D MA AC NO RY 20 LAN ATED 1 4D RO 39 HE W 01 GH -2 I TS S8 1 9° 1 54 50 / 1 ' 691 02 " W 50 . 88 '

PU BLI C ( PB RO 1 W 91 PG 82 )

N8 20 9° ' W 50 ( PB ES ' 02 MT 1 91 " E 8 PG 82 3. ) 68

"W 47 ' 59 3' 2° 7.7 N4 4

1"=5'

GUARDRAIL

0' .0 75

ENLARGED PLAN A

(U.I.P.)

(T.B.R.&R)

PU BLI C OF RO W AR SO AP TE PE RI UT AL AR H OF ST RO MA O A RY B E C D LAN CR I TY D EV HE E C I GH OE TS UR UN MI LL KN OW ( 40 N5 ' W) ' RO RD W

MT ES 9 AS 219 / 'G 10 938 11

LOT PART OF

W 8" 1 ' 41 S70° ' 64 . 41

CONC

(U.I.P.)

DATE:

CONCWALL

CR EV E C MI LL OE UR ( 40 ' W) RD

89A

4 S) /9 68 G HT 79 EI H W D RO AN C YL SL AR M Y LL O F NA Y GI I I T C OR W

N77°19'20"W 8.55'

(U.I.P.) SIGN

64' E 207. 24" CHAINLINK FENCE N70°48' (U.I.P.)

O (N

141

158

(U.I.P.)

C ROW SL 7892/263

CHAINLINK FENCE

142

CONC CURB

CHAINLINK FENCE

20 ' WE ( PB SM T 1 91 PG 82 )

W " 1 1 5' S68°4 ' 2 5 . 21

(A.T.G.)

CURB INLET NO PIPE 1 SHEET WATER SHEDSTO CREEK SURVEY N O 3 1 E ANY S NOT EYOR' ENTS FOR M E S (A.T.G.) A SEE SURV E F S O OF NG STATU NTENANCE AI CONCERNI OM OR M S O S R E C G X N I CONC CURB E K OR N FORMER FUTURE W THI & 89. (U.I.P.) ANNEL WI 83,84,88 CREEK CH FEE FEE UMBERED N W O N S EL C R A P N O TI SI ACQUI CONCWALL

CONC CURB

ASPH

139

SL 78 C R 92 O /2 W 63

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

LL RD I M R U E O CREVE C 07+00 1

(U.I.P.)

1 2"

PB (

T 2 OF" O L F O "W B 8 RESU " " 4 R E ' NT 47 ' 5 MERCE CE M O ° . C 2 D O 3 O 4 23 EERW 8)

FL OVER 25'

(U.I.P.) CONCWALL

2 70°48' CO NC N 27'

E 24" N70°48' 55' 39.

S70°41'18"W 41.64'

CNA

SL 79 C R 47 O /7 W 08

"W 47 ' "W 59 7' 47 ' 2° .2 59 N4 27 2° N4

ORIGINAL: 67,328 S.F. TSCL: 819 S.F. REMAINING: 67,328 S.F.

B LOT 2-

GUYWIRE

OLD REPUBLIC NATIONAL TITLE INS CO

PULL BOX GV AMEREN FIBER (U.I.P.)

)

C P

12P340108

144

T 461.60

C ROW SL 7892/263

CR EV E C MI LL OE UR ( 40 ' W) RD

N8 9° L3 50 ' 02 " E 3 82 . 40 ' P L

10359/2020

MM ON DR I VE WA Y E SM (PB T 20 9 P G 58

(U.I.P.)

CONC

(A.T.G.)

154

N 7 0 N8 ° 9° 50 9 48 ' 02 .0 ' " E 4 1 . 9 24 84 ' ' " E 155 145

(U.I.P.) UTILITY POLE

(U.I.P.)

156

140 138

W/RISER

ALLMAN PROPERTIES LIMITED CO

SLC RO 78 W 92 /26 3 CR EV E C MI LL OE UR ( 40 ' W) RD

EX SANMH

PULL BOX AT&T

30' 8. 1

CONCWALL

R FO

(U.I.P.)

N/F

P L

)

90 (U.I.P.) (U.I.P.)

136 GUYWIRE

SEE ENLARGED PLAN A THIS SHEET

12O4-036S

06+00 1

CONC CURB

PUBL I C ROW SOUTH OF ARTERI AL ROAD APPEARS TO BE CI TY OF MARYL AND HEI GHTS

CO MM ON DR I VE WA Y ES (PB MT 20 9 P G 58

GUYWIRE

T. S. C. L.

137

5'WIDE SIDEWALK

CONC CURB (U.I.P.)

FL 441.74

73' 55.

ON USI DGEEXCL BRI

121

(A.T.G.) 05+00 1

1" '3 12

(U.I.P.)

36" CONC FES

ROW

157

C ROW SL 7892/263

' 70 5. 10 R DE "E AN EK 26 ' E ME 41 CR D X 1° E 9 E RO S4 G N -16 P FE LI R AP E EA J A FE SR O A PR

(T.B.R.&R)

L G RAV E

R= 995. 00' L = 295. 1 2' Ch d = 294. 04' S79°1 8' 1 3" W

CATV PULLBOX

(U.I.P.)

STA 1 04+54 . 46 EX.-10 . 0% PROP. -12. 6% 29. 5' W C. E.

ASPHALT

(A.T.G.)

° 7 9

GUARDRAIL

CR EV E C MI LL OE UR ( 40 ' W) RD

119

AT&T

CONCWALL

28 +92. STA 105 1% EX.-3. 7% 5. PROP.E. W C. 0' 19.

12O4-033D

C ROW SL 7892/263

70.00'

R 925.00' L 41.44 CB N72°05'24"E CL 41.44

T 461.42

E 24" N70°48'

118

' 71 E 64. 24" N70°48'

00' 630.

SLC FL SW 441.27 RO 78 W 92 /26 3

GV (A.T.G.)

03' 53.

64 3. PT 105+3

EX STM MH

C .L.

AT&T

B L NORTH SIDE SIDEWALK

12O4-034D (U.I.P.)

CR EV E C MI LL OE UR ( 40 ' W) RD

00' 5. 1 = L PU LL BO AT X &T

(U.I.P.) AT&T

77' 202. 5 1 L

E 24" N70°48'

ST I 58' EX E 66. 24" N70°48'

' 99 9. 12 "W 36 5' 11' .7 1° 37

CHAINLINK FENCE

AT&T

' 1 1 5. 28' N81 °03' 06" E

38' E 90. 42" °38' N71

. L C. S. T.

W 20' GASESMT 7/801 2041

AT& T

112 SL C ROW R= 490. 7892/2 49' 63 L= 1 1 5. 36" RCPC h 55 d =

W 0' 1

117

28 . PI 105+92

113

3.09'

36" R CP

115

P RC

SL C PRI MUSSE S15°41'50"E 1 1 495/51 9

° 14 4 1 .8 '5 8 0" ' E

1 5' W

" 36

SLC PDE #2 7892/263

E PD C SL 3 6 RT /2 PA 92 8 7

C PART OF LOT 2-

UT I LI TY VA ES CA MT CI TY TE I N D MA RO RY OR W LAN D NO D HG 20 TS 21 1 41 54 39 /1 01 691

SHEET 2 OF 15

(U.I.P.) #1

PU BLIC W O RK S

4 ° 15 18 .0 '10 "W 0 '

C.L. (TYP.)

135

G 5 PB 209 P (

FL SW 439.08

S 15

SLC ROW 1 1 495/ 536

FL NE 439.55

FL NE 438.08

7 S

EXI " ST ROW

T 457.38

1' .8 31

STA 103+ 00.0 0

5' WIDE SIDEWALK

(U.I.P.)

EX STM MH

S80°05'06"W 3.96'

(A.T.G.)

I LL OXI AG MA SEE ENLARGED TE E PLAN B O LI N8 F M THIS SHEET S8 0° CH I TS 7° 08 1 CI 1 A A ' 0 0" MP ' TY PP 58 E 74 R 160 "W MT . 25 SL W GASES OF OX 20' ' C I PD 79 7/794 M 2041 E 47 95 MA AT /7 . 08 21 36" RCP E RY 7 1 L ' LA LI M 159 . L ND C. I S. TS T. HE 6 1 L I AT&T GH 25' 24. 6" TS E 24" 0°48'

SL C 78 P P 92 DE L # /2 63 1

12O4-084D

(A.T.G.)

FL NE 450.95

ROW PLAN

PULL BOX

FLW 442.42

F. 636 537 0275

TRAFFIC

TSCL: 247 S.F. N8 REMAINING: 980,236 S.F.

T 464.43

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

EXL18: N25°39'09"E 21.65'

ORIGINAL: 980,236 S.F.

7°4 8' 02" 1 5' W E 3 SLC 04. 89' PRI 1 MUS 1 495 SE /51 9

M AT C HL I NE

(U.I.P.)

4' .2 92 "W 36 11' 1° 69 N4 -1 AR OJ K PR REE R C PE EE E F PD EE F C SL O R F

EFFECTIVE DATE 06-12-2018

CONCWALL

L17: N70°48'24"E 18.47'

COMMITMENT FILE NO 18-230937-KEE

0' .0 68

L16: N19°11'36"W 10.00'

OLD REPUBLIC NATIONAL TITLE INS CO

" 6 3

T. 636 537 5585

L15: S18°45'57"E 2.05'

EX STM CURB INLET

Chest er f i el d,M i ssour i63017

2201 CREVE COEUR MILL RD

P C R

12O4-081D

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

L14: N/A

12P620064

"W 36 11' 1°

L13: N/A

TRA N SPO RTA TIO N

L12: N/A

AFFIDAVIT 19399/892

7' .4 86 E "E PD 8 36 11' C 70 1° SL 7 / 4 79

BENEFICIARY DEED 10353/1250

TARY & SANI QUARRY MUCH OF O T N I D E X L ANNE L ANDFI L F CHAMP O E G A L L I 2 V 0443/208 & 1 0389/403 8 1 2 4 2 / 3 8 3 0 1

FO F RE EE RM ER AL F GN EE M AS I C EAN SU ME ME NT REE DE RS K D P PR AS ER OF I O P PA RO R R T SL CE J AR O 79 C L P A 47 D LI -1 PP MI 69 /7 E TS 08 V R

' 99 9. 12

L11: N/A

#1 E PD 63 C /2 SL 92 78

L10: N/A

AND KEITH R. GOSEJOHAN

DIANE G. WOOD, GORDONA. GOSEJOHAN,

1"=5'

ROW PLANS

S25°39'09"W 16.66'

ENLARGED PLAN C

RESURFACI NG

L9:

CL=5.32' CB=S23°00'20"E

S24°05'58"E 10.27'

REV.DATE

L8:

C2: R=40.00' L=5.32'

CREVE COEUR M I LL ROAD

S24°05'58"E 7.09'

S68°39'51"W 24.52'

L7:

94 .75'

S43°47'48"W 23.25'

L6:

1 9. 52'

S10° 59' 58"E

L5:

CL=100.55 CB=S81°35'20"W

S77°1 3' 04" W

ORIGINAL: 7,432,207 S.F. PRIMUSSE: 96 S.F. PRWE: 1,822 S.F. PSE: 6,021 S.F. TSCL: 3,348 S.F. REMAINING: 7,432,207 S.F.

0 108+00.0

S6°27'39"E 8.51'

224

OLD REPUBLIC NATIONAL TITLE INS CO

A E C .L.ST N I L H C T A M

L4:

C1: R=997.02 LN=100.59

223

°2 50 13. ' 03 2"W '

S82°07'31"W 41.02'

12O430123 2301 CREVE COEUR MILL RD

N2°39'15"W 9.65'

L3:

"W 36 11' 1°

OLIVER F.E. GOSEJOHAN, JEROME G.E. GOSEJOHAN,

L2:

N/F

CURVE TABLE

ASTENANT 19293/5109

EFFECTIVE DATE 05-03-2018

ER SEW W 10' 4 RO X /155 APP 768 T 6 ESM

N87°40'50"W 31.14'

SM T TO T LEVEEE CT PERM ANEN STRI DI E VE BEND LE HO W ARD 2 194 37/199

L1:

19293/5094 LEASED TO FRED WEBER, INC

COMMITMENT FILE NO 18-226426-KEE

PDE #1 7892/263

LINE TABLE

1"=5'

N/F IESI MO CHAMP LANDFILL LLC

SLC

42"W N19° 19'

5/4/2022

ENLARGED PLAN B

E X L 18

SCALE: 1" = 20'

PLS-2007000085

N13°29' 58"W

' 6.34 W 'L=9 36" ' 0.00 ° 56 R=16 N2 3 SLC PDE #1 .89' =94 C hd 7892/263

SCALE INFEET

N 23 °

163

CHARLES EDWIN QUINBY JR.

20MSD-00522

12 .7

S5 5

.09' L=24 .00' 2' R=4 0 23.7 C hd= 36"W 56'

1" W

25' 24. 0

MSD:

MSD BASE MAP:

226

3 '3

50' 79. E 1 28" 3' N68°5 67' W 384. 24" S70°48'

159.16'

N13°29' 58"W

P.D.E.

boundary surveys.

6834D-21

12O & 12P

SLC PDE 794 7/708

constitute a boundary survey that meetSthe Missouri standardSfor property

133.02'

161

relative to the accuracy of the provided information. These planSdo not

222

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

VI GUSRD (PB 191 PG 82)

hereoNare based oNsaid provided documentation. No review haSbeeNmade

E 0" 1 N69°22' 75' 63. 1

N78°59 ' 1 3" E 1 6. 51 '

E 24" N70°48' ' 7 0 . 8 1

S 18 °

Department of Transportation. The proposedEasementSand right ofWay showN

E 39" ' N70°33 ' 46 9.

DESIGNED:

TWC DRAWN:

TWC

PARCEL 85 - N/F ME T R OP OL I T A NS TL OUI S SEWER DISTRICT 11293/190

CHECKED:

STS

" SHEET SEQUENCE: OT 2 RESUB OF L " C LOT 2PART OF 8 OF 89 " D OO W OF DEER " T 2" O L F O B U 84 S RE " " R E T N E C " COMMERCE " D O O W R E E D O " 209 PG 58) BF P ( ER" CENT N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\08_AR-1563_RW.dgn E C R E M M O C " FO RM ER

PAVEMENT REMOVAL

27"W 16' N22° ' 15.83

T.S.C.L.

162

96 . PI 106+83

PROPOSED CONCRETE REPAIR

23' . E 31 24" N70°48'

4 0.9 5'

P.R.W.E.

E-W GATEWAY TIP NO.

"E 3 '1 4 ' 2 ° 07 3 . 5 8 S

PROPOSED CONCRETE SIDEWALK

P.S.E.

Existing property and right ofWay informationWaSprovided by St LouiSCounty

FEDERAL PROJECT NO.

SLC PDE 794 7 /708 N06° 4 1' 36"W

NEW R.O.W.

G PB 209 P (

58)

12O130465

2 2 2 0C R E V EC OE URMI L LR D

OL DR E P UB L I CNA T I ONA LT I T L EI NS C O

C OMMI T ME NTF I L ENO1 8 2 2 6 4 6 9 K E E E F F E C T I V EDA T E0 4 1 3 2 0 1 8

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

LINE TABLE

CURVE TABLE

L1:

S 63°12'57" W 23.74'

C1:

L2:

N 55°25'2"

E 10.10'

CL=102.57 CB=N 67°52'52.70" E

L3:

N 55°25'2"

E 19.34'

L4:

S 23°41' 14" E 32.69'

6834D-21 20MSD-00522

SCALE: 1" = 20'

property boundary surveys.

L13: N 31°19'39" W 13.09'

LEGEND

N/F

S 55°25'2" W 33.40'

IESI MO CHAMP LANDFILL LLC

S 0° 18'14" E 4.24'

L16:

S 70°40'33" W 2.53'

19293/5094

PROPOSED MILL AND OVERLAY

NEW R.O.W.

LEASED TO FRED WEBER, INC AS TENANT 19293/5109

P.S.E.

PROPOSED CONCRETE SIDEWALK

P.R.W.E.

PROPOSED CONCRETE REPAIR

T.S.C.L.

PAVEMENT REMOVAL

12O430123

228

2301 CREVE COEUR MILL RD

N 45°21'58" W 3.05'

31 . 23'

OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226426-KEE

229

EFFECTIVE DATE 05-03-2018

N 72°1 0' 00" E 1 1 7. 88'

P.D.E.

PRWE: 1,822 S.F. PSE: 6,021 S.F. TSCL: 3,348 S.F. REMAINING: 7,432,207 S.F.

1 24. 50' 230

N 64°02'51" E 39.66'

ENLARGED DETAIL E 1"=5' R=919.00 L=127.88 CL=127.78 CB=S 63°38'12.09" W GUY WIRE

MUCH OF QUARRY & SANI TARY L ANDFI L L ANNEXED I NTO VI L L AGE OF CHAMP 1 0383/2428 1 0389/403 & 1 0443/2082

N 69°22'10" E 163.75' 6"

N70°48' 24" E

168

N 70°1 3' 07" E 56. 63'

EXI ST ROW

630. 00'

S 70°48' 24" W 6"

S 70°48' 24" W

AT&T

384. 67

5' WIDE SIDEWALK

N 72°23' 51 " E 73. 93'

N 70°48' 24" E 205. 27'

1 23. 03'

CONC SI DEWAL K

6' W

SL C PRMUE 7947/708

12O4-079D EX STM

SL C ROW 7947/708

N70°48' 24" E

AT&T

CO NC CONC CURB RE TE (U.I.P.) CU RB

CURB INLET T 461.61

C.L. (TYP.)

P.S.E.

N70°48' 24" E 427. 23'

36" RCP

AT&T

APPROXI MATE NORTH L I MI T OF HOWARD BEND L EVEE DI STRI CT BASED ON AVAI L ABL E MAPS. DOCUMENT 22486/1 636 I S A NONEXCL USI VE ASSI GNMENT OF RI GHTS UNDER STORM WATER & DRAI NAGE ESMTS FROM MSD TO HOWA RD BEND L EVEE DI STRI CT WI THI N THE L EVEE DI STRI CT

FL NE 453.23

70.00'

(A.T.G.)

(U.I.P.)

N 76°12'31" E 13.69'

CONC

OW D R ATE S C T A H G EI N V 691 1 T I D H 54/ ESM RYLAN 21 1 Y A T I M L 1 UTI OF 390 4TY CI 201 235 O N ORD

PARCEL 86 - N/F

P L

FRED WEBER INC

88' . 259

6660/1555 & 2892/289(PAR 2)

241

236

94 .7 5'

12O130447

PARCEL 81 - N/F FRED WEBER INC

5' WIDE SIDEWALK

1 24. 50'

232

W/LIGHT

(U.I.P.)

CO NC RE TE

(U.I.P.) CU RB

ROW 3 SLC 1 7/7 794

78' 4. 31 = L 00' 995. R= W 37" °44' S61 47' 3. 31 = d Ch

CO NC RCONC ET C W SL E 6' 3 71 / 7 4 9 7 E PRMU

CATV JB

2" 1

K DEWAL CONC SI

AT&T

D AT&T-

P. S. E.

D AT&T-

12O130456

2264 CREVE COEUR MILL RD

COMMITMENT FILE NO 18-226470-KEE EFFECTIVE DATE 04-03-2018

OLD REPUBLIC NATIONAL TITLE INS CO

ORIGINAL: 3,966 S.F. PSE: 950 S.F. TSCL: 1,377 S.F. REMAINING: 3,966 S.F.

COMMITMENT FILE NO 18-226468-KEE EFFECTIVE DATE 03-23-2018

NO ACQUISITION

SEE ENLARGED DETAIL G THIS SHEET

EXISTING FENCE (U.I.P) 247

35. 91 '

8/5/2022

RD W) 40' ( LL I M EUR CO VE CRE

78' 4. 31 L= ' 0 W 0 . 37" 995 R= °44' 61 S ' 7 4 3. 31 d= Ch

ASPHASP H DR ALT I VE 258

695

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226467-KEE EFFECTIVE DATE 04-03-2018

ORIGINAL: 366,392 S.F. PSE: 3,663 S.F. TSCL: 2,056 S.F. REMAINING: 366,392 S.F.

N 70°48'24" E 1.58' 253

252

255

N 70°48' 24" E 39. 66'

249

S 70°48' 24" W

23. 1 7'

108 254 S 70°40' 33" W

N 72°23' 02" E

41 . 76'

R=996.46 L=58.16 CL=58.15 CB=S 69°11'51.37" W

34. 29'

DESIGNED:

248 N

83 °3 1 ' 48 "E 7. 1 4'

DATE:

9 L

8 L

D T

. L C. S. T. TED S ' 256 ACA 81 GHT EI 1 N V 35. I H 9 1 6 GUY WIRE 1 T D E 54/ 02" ESM RYLAN 21 1 ' 5 Y 2 T ° (U.I.P.) MA LI 1N55 UTI OF 390 S 25°19'45" E 4TY CI 201 O N 1.25' N/F D OR FRED WEBER INC SMT E GAS 61 4222/220(PARCELS 1 & 3) 1 W 0' 1 T 6/2 ESM 725 4812/265(PARCELS 1, 2 & 3) BT W S 24 6660/1555(NOTICE OF MERGER) W 1 0' /1 1 71 71 & T A

12O130025 OLD REPUBLIC NATIONAL TITLE INS CO

CONC CURB

W/RISER

2280 CREVE COEUR MILL RD

244 TER WA 33 1 W 35' 435/2 7 T ESM

257

05' 88. = L 00' 995. R= E 8" 1 6' N68°1 02' 88. = d Ch

S 72°1 0' 00"

UTILITY POLE

EXIST ROW

237 L6

(U.I.P.)

R=1,001.00 L=194.26 CL= 193.96 CB=N 61°55'05" E

17636/2732

S 70°43' 01 "W

N 72°43' 20" E 1 3. 42'

L12

L16

N 76°1 2' 31 "E 1 3. 69'

116

ENLARGED DETAIL H 1"=5'

R=1004.94 L=102.62 CL=102.57 CB=N 67°52'52.70" E

TWC DRAWN:

TWC

L15

233 114

CHECKED:

STS

ENLARGED DETAIL F 1"=5' GA S ES 72 MT 56 /2 169

S0 3° 06 ' 58

"E 90 S0 .81 3° ' 06 S0 ' 58 3° "E 06 104 ' 5 .5

8" 1' FO E RM 170 FE E E R . RE 56 FE ME AL ' E AN I GN CR DE AS ME E R SU E NT S K ME OF PR PE D I R OR AS PR TO PA OJ RC AR EL -16 LI 9 MI TS

29 7.4 ' 58 "E

SEE ENLARGED 112+00 DETAIL H THIS SHEET

32" 90°08' ROW RD W) SLC 708 40' ( / 7 LL 794 MI EUR CO E V CRE CO TELEPHONE NC R PEDESTAL RO ETE CONC AD

) ar 3

L O T 2 A ( PB 2 0 9 PG 5 8 )

(A.T.G.)

"2° 83 5S 51'

1 ECT G: 54/ J . 1 N 21 I PRO 530 BY LOW 54/2 TO L D O 1 E T 1 ' F T 1 C 2 A E E 7 . C P H 31 VA GAS /1 1 691 RES S T W TH 54 7 & 21 ECT I 1 ROW 1 AFF 02" ER D W I /25 ' I R M 4 L 5 S E R 5 A P 1 H O °2 21 NV I ED S.T N F BE S55 TER THI CAT 8. GHT WI HEI ,CHAR W VA 8 MAY D NC & I T N 8 RO R BU 87 YLA 4/250 EBE 87; MER 86, MAR 5 1 D W 86 & FOR 3,84, 21 OF L C FRE , L 1 Y E 8 L 8 T , Y CI N A 0,81 9,E 80, D B THI BY 8 WI 249 NTE ELS ED ELS 54/ ESMT 1 GRA C WN ARC 1 R P O 2 S T PA R T TY ECT HEN LI ESM ATE TI ECT ESM J ROJ 8 T ,W C U PRO T P LI GAS & 8 492 B C 9 2 T E U 6 4 / W 1 P 0' 54 1 N A AFF 1 3,8 1 6/2 AI OF S 8 D 2 725 REM ON I CEL T ,MS RVAT TO M 2 S 8 PAR S E E 24 EAR RES BT 54/ 1 SW APP 21 RAL W 558 0' BT /1 ENE 1 4 G 8 SW A 71 33 1 5/2 743 T M ES TER WA W ' 5 1

231

TER WA 35 1 W 20' 435/2 7 T M ES

FL SW 453.95

2276 CREVE COEUR MILL RD

243

OW C R I UBL ) P 2 8 MER 1PG 9 FOR 1 PB (

E 630. 2" 00 ' 0 25' ° 5 N 5 2. 40' 2 88' E 47. 24" W D AT&T8' 02" 25' °4 8' ° 0 5 5 S5 . N7 1 ROW

(U.I.P.)

W 2" 0 L3 25' ° 5 S5 L2 691

FL NE 454.05

) 20(P 39' r 32 a2 / (P2 ' 79. 202 .3 E 2 "9 2/2 4 98 7' 5 21 4 22 E 5

ORIGINAL: 9,791 S.F. PSE: 773 S.F. TSCL: 970 S.F. REMAINING: 9,791 S.F.

T 460.15

(U.I.P.)

° S32

R OEU E C REV D C R ) W MER ( 40' FOR I L ML

00' 20.

86' 32' 84. 63. W " 2 W ' 0 ' 32 02" °25 63. 25' ° S55 5 W 5 " S 2 0 ' °25 S55

EFFECTIVE DATE 04-03-2018

DBL CURB INLET

CONC CURB CU RB

COMMITMENT FILE NO 18-226471-KEE

EX STM

S70°48' 24" W

40.72'

OLD REPUBLIC NATIONAL TITLE INS CO

ROW 8 SLC /70 7 4 79

63' 292. L= ' 0 0 . E 5 37" 92 R= °44' N61 ' 1 4 . 1 29 = d Ch

RD W) ROW 40' ( L 8 SLC L I 0 R M 7/7 794 OEU E C V E CR

12O4-076D

THE

S33°36'44"E 40.09' S19°14'35"E

W 10' 7 ON ATI /56 OC MT 366 X L .ES T 1 RO SE) ESM APP C N U RI NED ± T I DEFI CT NO N 4 0' ELE 1 N U BLY ON TI SSI EST N A W REC (PO S I ± DI ' ST RUN Y 300 F W E ERL NT OI 92 E O UTH 9 N I SO A P Y T L M VE OF EAS FRO SUR NE LI R D. THE F US W) UTH ' OF SO F O (4 0 R TH HAL LL NO I THE HE R M NG T U OE ALO TE. OF S MA E C I E I ON EV TI OX A HER CR PPR OC L WN S A I SHO THE . END ON RY TI TR A REC RBI DI A

12O130438 2272 CREVE COEUR MILL RD

W MSD ESMT 0' 1 098 0333/1 1

SL C ROW 7947/708

CO NC RE TE

ST ROW EXI

AT&T

189

K DEWAL I CONC S P C R " 27 C ROW SL 8 7947/70

66 78. 1 = E CL

+83.25 STA 112 EX.1.5% .5% PRO P.1 C .E. 34 .75'W

FRED WEBER INC

246

(A.T.G.)

43" 3' N 65°1 B= C 94 3 R= 78. 91 1 = 9. 00'L 6" RC

00' 20.

234

6660/1555 & 2892/289(PAR 2)

S5 5° 25 8. ' 0 51 2" W '

R OEU E C REV D C R W) MER ( 40' FOR I L ML

(U.I.P.)

87 N/F

00' 20.

ORIGINAL: 16,366 S.F. PSE: 59 S.F. TSCL: 551 S.F. REMAINING: 16,366 S.F.

SBC PULLBOX

FL NW 457.43

CL=51.06

250

SI DEWAL K 6. 00' S 70°48' 24" W 72. 6 1 ' N 7 0°48' CO 24" E 1 69. 78' NC CO RE AT&TD P . S. NC E. TE RE CONC CONC TE S 7 0 ° 4 8 ' 2 4 " W GUY WIRE T. S. C. L . 65. (U.I.P.) 1 0' C.L. (TYP.) 1 2" 05' 242 76. 1 1 2" W " L13 2 0 5' 2 ° A SP L5 GUY WIRE S55 HA L4 ASPH LT (U.I.P.) AS PH UTILITY POLE L14 AL 110 ASPH T W/LIGHT

L 1 1

SBC

(U.I.P.)

T 461.75

P L

EFFECTIVE DATE 04-23-2018

L 1 0

COMMITMENT FILE NO 18-226472-KEE

SBC

N70°48' 24" E 1 67. 09' AT&TD

UTILITY POLE

794 7/708

OLD REPUBLIC NATIONAL TITLE INS CO

S. E. 1 24. 50' P.

SEE ENLARGED DETAIL E THIS SHEET

W MSD ESMT 0' 1 092 0333/1 1

12O130410 12402 CREVE COEUR MILL RD

N72°43' 20" E 1 32. 48'

T. S. C. L .

1' .0 91 "E 58 ' OF O P L 21 T 9 RS 5° 16 DE O R RI S4 AN PR J A I TS ME K O M I PR L L EE ER C R ER RM CE FO FEE T P PAR EN AS E FE G NM D I ME AL RE SSU A

(TRACT 1 IN SLC EXCESS ACQ 7892/267)

SL C PRMUE 7947/708

(U.I.P.)

P L

7 1.

S 72°1 0' 00"

238

239

FORMER SLC (40' W ) ROW FOR MER SLC 7/7 08 (794 40' W ) ROW

EXI ST ROW

AT&TD

18135/1034

630. 00'

SL C ROW 7947/708

CURB INLET

CONC CURB

CO NC RE 6 ' W SL C PRMUE T E C 7 9 47/708 U RB

S19°14' 35"E 46.72'

S70°48' 24" W

240

SEE ENLARGED DETAIL F THIS SHEET

12O4-080D

S 55°25'02" W 11.52'

. L C. S. T.

27" E 5' N 64°0 4 9 ' 40.

703

1 1 1 + 0 0

EX STM

GA S ES 72 MT 56 /2 169

W RO 3 C 26 SL 2 / 9 78

W RO 8 C 70 SL 7/ 4 79

UTILITY POLE

STA 110+94.44 EX.0.1% PRO P.0.1% 32.0'W C.E.

1 1 0 + 0 0

CONC SI DEWAL K

CITY OF MARYLAND HEIGHTS, MO

12" RC P

STA 109+91.42 EX.-16.1% PRO P.-18.2% 27.0'W C.E.

1 0 9 + 0 0

CREVE COEUR MI LL RD

CO NC R RO ETE AD

227

N/F

169

CONC

(U.I.P.)

L=51.06 CB= N 69°1 2' 54" E

630. 00'

167

REPLACE INLET TOP

FL SE 455.61

171

170

R=919.00'

CONC SI DEWAL K

FL SW 453.17

S5 5° 2 13 5' 02 .0 3' "W

SL C PRMUE 7947/708

36" RCP

225

S10° 59' 58"E

T.S.C.L.

GUY N70°48 ' 24" E 427. 23' POLE

SL C ROW 7947/708

166

165

164 RELOCATE SIGN

T. 636 537 5585

UT I L SI GN

.00 113+00 .STA NE C .L LI M ATC H

M ATC HLI NE C .L.STA 108+0 0.00

(U.I.P.)

(RADI AL) N19°11' 36"W

S 68°53'28" W 179.50'

UTILITY POLE 20' W GAS ESMT 2041 7/794

PC 1 1 1 + 63. 63

(U.I.P.)

TRA N SPO RTA TIO N

S 72°1 0' 00" W

57" W 2' S 63°1 74' 23.

P.R.I.M.U.S.S.E. ORIGINAL: 7,432,207 S.F. PRIMUSSE: 96 S.F.

N 45°21'58" W 2.26'

REV.DATE

1 6. 24'

CREVE COEUR M I LL ROAD

S 72°1 0' 00" W

N 70°48' 24" E

PU BLIC W O RK S

L12: N 69°33'18" E 2.91'

ROW PLAN SHEET 3 OF 15

L11: N 70°48'24" E 20.00'

NOT FOR CONSTRUCTION

L10: S 70°52'52" W 14.48'

standards for

F. 636 537 0275

N 65°15'30" E 24.97'

do not constitute a boundary survey that meets the Missouri

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

L9:

SCALE IN FEET

been made relative to the accuracy of the provided information. These plans

Chest er f i el d,M i ssour i63017

N 65°23'22" E 20.03'

12O & 12P

way shown hereon are based on said provided documentation. No review has

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

L8:

MSD BASE MAP:

County Department of Transportation. The proposed easements and right of

ROW PLANS

S 18°28'58" E 0.93'

RESURFACI NG

L7:

DESCRI PTI ON

N 19°10'34" W 1.08'

EASEMENT,NOTI CE & COVENANT T O MO DEPT OF NATU RAL RESOURCES SOL I D WASTE MANAGEM ENT PROGRAM PER 20433/8 DAT ED 1 1 1 2201 2 COVERS THE SAME PROPERTY A S DEED 1 9293/5094. THI S I S THE L AST RECORDED AG REEMENT WI TH MO DEPT OF N ATURAL RESOURCE S CONCERNI NG THE L ANDFI L L ,BUT MANY PRI OR SI MI L AR DOCUMENTS AR E L I STED I N THE REFERENCED TI TL E COMMI TMENT.

REVI SI ONS

L6:

Existing property and right of way information was provided by St Louis

APP.

S 70°48'24" W 14.09'

L15:

E-W GATEWAY TIP NO.

R=1004.94 L=102.62 MSD:

L5:

L14:

STP 5526(646)

SHEET SEQUENCE:

ENLARGED DETAIL G 1"=5' N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\09_AR-1563_RW.dgn

W " E H S E T L NRY I NE RU L H O L T EST 5 O ATE F " ( PB 20 PG

MT T RI C 293 LI NE 7/3 09 BET HAL W E EN V ES EAS OF T U & S S W ES UR T V E Y 9 92

COUNTY PROJECT NO.

AR-1563

10' W ES

FEDERAL PROJECT NO.

200

ELE C

N 62°49'33" E 33.99' EX STM CURB INLET T 462.14

(U.I.P.)

G A TE

(U.I.P.)

PO ST

(U.I.P.) (U.I.P.)

PO ST

(U.I.P.)

SLC PRMU E 794 7/708

FL NE 460.09 FL SW 459.85

FL4 6 2 . 9 2

NG (U.I.P.) I

(U.I.P.)

BUI L D

LINK (U.I.P.) CONC

G A TE(U.I.P.)

PO ST

G A TE PO ST

C PRMUE 7947/708 SL

59' 2. 51

(A.T.G.) RR XING

FL SE 455.40 FL SW 455.48

76°41 ' 24"

CREVE CO EUR MI LL RD

2" 1

190

SL C ROW 7947/71 3

6' W

W/LIGHT

S 56°57' 57" W 3 C PRMUE 7947/71 SL GUY WIRE

E. S. P.

CHAIN LINK FENCE

270

(U.I.P.)

N 53°45'13" E 44.97'

GUY WIRE

AREA INLET

(U.I.P.)

T 460.88

BOTTOM 456.48

N 81°41'52" E 5.15'

L4:

N 32°49'59" E 3.59'

L5:

N 61°15'28" E 14.68'

L6:

N 25°55'31" E 3.09'

L7:

N 29°17'36" E 6.27'

L8:

N 49°25'35" E 5.15' N 63°22'38" E 8.05'

L10: N 63°04'02" E 32.42' L11: N 52°40'50" E 49.93'

C2: R=1001.00 L=194.26 CL=193.96 CB=S 61°55'05.35" W

L12: N 52°13'12" E 35.79' L13: N 60°06'26" E 12.10' L14: S 60°06'26" W 12.10' L15:

S 52°46'07" W 9.69'

Existing property and right of way information was provided by St Louis County Department of Transportation. The proposed easements and right of way shown hereon are based on said provided documentation. No review has been made relative to the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri

T OF MI I MATE EAST L APPROXI CT STRI DI E E V E L D N E B D R WA HO PS. A M E L B A L I A V A N O BASED S A 636 I DOCUMENT 22486/1 GNMENT VE ASSI USI EXCL NONWATER GHTS UNDER STORM OF RI MSD TO NAGE ESMTS FROM & DRAI CT STRI E DI E V E L D N E B D R WA O H CT RI T S I D E E V E L E H T N I TH WI

N AGREEMENT BETWEE ROAD EASEMENT & L W RAI 25' P. . NG CO.L GI A K C A P M A H A R G & NC FRED WEBER I L ROAD L E COEUR MI 59.SOUTH OF CREV /21 2071 PER 1 NE I T L S WE E H T Y B T S A E S BOUNDED ON THE S I THI . ROSE ACRES" 8 OF " OT 1 OF L

standards for

property boundary surveys.

CHARLES EDWIN QUINBY JR.

PLS-2007000085

12/1/2021

DTH FOR ED WI FI ESMT OF UNSPECI ND ROADS FOR A S K C A R T , S E H C T SWI T OF 77/235 TO BE WES A QUARRY PER 1 F OF AL H T S WE E H T F O E N I THE EAST L SO THE S AL CH I I US SURVEY 992,WH E" HENRY RUHL ESTAT NE OF " I WEST L PER PB 20 PG 8.

812 / 2 65( Par 1

L9:

(U.I.P.)

C ROW SL 3 7947/71

GAS SHUT OFF

(A.T.G.)

W 50" S52°40'

" RO SE ( PB

( Pa r1 )

1 8

RE 51 PG S" 6 3)

(U.I.P.)

W 6'

(A.T.G.)

272

48 1 2/ 26 5

277

(U.I.P.)

L OT

" RO SE ( PB

( Pa r2 )

1 7

RE 51 PG S" 6 3)

T 474.18 FL NW 469.54

NE I DG L BL PB 51PG 63) (

(A.T.G.) CHAIN LINK FENCE

(U.I.P.)

)

79 N/F FRED WEBER INC 7442/2157

N 54°35'12" E 22.31'

2320 CREVE COEUR MILL RD

4812/265(PARCELS 1, 2 & 3)

OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226466-KEE

12O130456

EFFECTIVE DATE 02-27-2018

195

N 35°24'48" W 5.00' 193

ORIGINAL: 153,232 S.F. PSE: 2,090 S.F. TSCL: 927 S.F. REMAINING: 153,232 S.F.

S 54°35'12" W 22.39'

S 37°19'10" E 1.74'

79' 2" E 35. 1 3' N 52°1 93' 50" E 49. N 52°40'

DESCRI PTI ON

DBL CURB INLET

L " RO OT 1 6 SE ( ACR PB 51 ES PG " 6 3

6660/1555(NOTICE OF MERGER)

ORIGINAL: 366,392 S.F. PSE: 3,663 S.F. TSCL: 2,056 S.F. REMAINING: 366,392 S.F.

EX STM

12O140631

4222/220(PARCELS 1 & 3)

EFFECTIVE DATE 04-03-2018

12O4-071D

S 52°40'04" W 87.65'

N 52°40'04" E 20.19'

NE I DG L BL PB 51PG 63) (

12/1/2021

N 41°27'34" E 8.71'

N/F

OLD REPUBLIC NATIONAL TITLE INS CO

N 23°10'27" W 1.38'

SHRUB LINE

CHAIN LINK FENCE

(U.I.P.)

ST ROW EXI

DATE:

5' 1 00. E 1 50" N52°40' C PRMUE W SL 6' 9 69' 49 7/ 34. 0 1 2 8 E " 6 1 52°44'

275

(U.I.P.)

FRED WEBER INC

COMMITMENT FILE NO 18-226467-KEE

(U.I.P.)

E. S. P.

5" E 1 .N 52°35' L C. S. T. 8' 1 45.

' 51 27. 28" E 1 N 53°29'

276

3 C PRMUE 7947/71 SL

2280 CREVE COEUR MILL RD

GUY WIRE

8207/499

59' 2. 51

5' 1 00. E 1 50" N52°40'

W/LIGHT

S 23°10'27" E C ROW SL 6.74

CONCRETE WALL

EXIST ROW

(U.I.P.)

UTILITY POLE

L OT

(U.I.P.) 12"

UTILITY POLE

NE I DG L BL PB 51PG 63) (

48 1 2/ 26 5

W/RISER

12"

273

(U.I.P.)

UTILITY POLE

274

(U.I.P.)

° 10 ' 27 " E 4 10 .82 '

N 62°15'52" E 4.59'

L3:

FL SW 466.53

12"

4 10 .22 '

L2:

22 ) 2 W / " 220 EST HEN (Pa RY LI r 1) NE R U L H OT L E 4 S T LI O A TE" NE F (PB BET H W 2 A E 0 L E V ES N E PG AS 8) O F T US & W S EST U R V EY 992

CL=102.84 CB=N 58°44'44.58" E

N 27°19'11" W 2.54'

R=1004.94 LN=102.88

L1:

(U.I.P.)

63) 4

CURVE TABLE

4222/220(Par 1)

4222/220(Par 3)

(U.I.P.)

CHAIN LINK FENCE

LINE TABLE

FL SE 467.84

0 0 + 7 1 1

S23

FULL OF DEBRIS TOP OF DEBRIS 456.98

FL NE 466.60

(A.T.G.)

S23 ° 10 ' 27 " E

267

SHRUB LINE

271

W ES "RO T LI SE NE S23 AC R LO T ° 10 ES ' 2 1 " 8 7 ( "E PB 4 51 P 0 9 .61' G (C a l c)

269

C.L. (TYP.) 266

EX STM

GUY WIRE

26 5. +9 114 A % .7 ST % .7 .0 E. .0 C. EX OP W PR 5' .2 53

12O4-078D

(A.T.G.)

3 C PRMUE 7947/71 SL

37' 33" E 45. N 52°59'

GUY WIRE

CHAIN LINK FENCE

(U.I.P.)

W 6'

(U.I.P.)

265

FL SW 459.77

5' 1 00. E 1 50" N52°40'

55' . E 61 50" N52°40' 67' W 293. " 7 1 ' S 52°44

T. S. C. L .

261

(A.T.G.)

C ROW SL 3 7947/71

704

W 6'

PULLBOX?

(U.I.P.)

W/LIGHT (U.I.P.)

30. 82'

SIGN

262

(A.T.G.)

SERVICE LINE

SL C PRMUE 7947/71 3

FL SE 462.77

W/LIGHT

UTILITY POLE

264

12"

(U.I.P.)FH

EXI ST ROW

SL C ROW 7947/71 3

FL NE 459.83

T 473.99

W)RDT 466.78 40' L( L CREVE COEUR MI FL NW 463.45

RR XING

DBL CURB INLET

12O4-075D

268

(U.I.P.)

R= 995. 00' L= 31 Ch 4. d 78' = 31 3. 47' S 6 1 °6" 44' 260 37" W 263

5' WIDE SIDEWALK

EX STM

T 466.77

EX STM

12"

12O4-072D

DBL CURB INLET

12"

CREVE COEUR MI L L( 40' W)RD

EXIST. RAILROAD (U.I.P.)

0 0 + 5 1 1

1 1 4 + 0 0

(A.T.G.)

0 0 + 6 1 1

MATE APPROXI AND RYL A M F TY O CI S GHT HEI

(U.I.P.)

CURB INLET

24" RCP C ROW SL 8207/495

MATE APPROXI AGE OF CHAMP L L VI

C ROW SL 7947/708

GAS VALVE

EX STM

C PRMUE 8207/495 SL

59' 2. 51

70.00'

STA 16+62.32 (U.I.P.) BEGIN TYPE 'A' INTEGRAL CURB 5' WIDE SIDEWALK

L11

W 6'

ST ROW EXI

W)RD 40' L( L CREVE COEUR MI

12O4-074D

SIGN

MUE C PRI SL

TS MI I MATE L APPROXI GHTS EI H D N A TY OF MARYL CI

12" RCP

(U.I.P.)

PULLBOX?

CONC

BEGIN RETAINING WALL

L12

(A.T.G.)

STA 16+70.60

C.L. (TYP.)

E. W. R. P.

12" RC P

FL SW 457.99

FL NE 455.28 (27" RCP)

C1:

650

(A.T.G.)

. L C. S. T.

TS MI I MATE L APPROXI C PRMUE 7947/708 W SL 6' 39' P M A E H 50" 433. AGE OF C N52°40' L L VI E 50" N52°40' 24" RCP

93' 39.

GUY WIRE

651

' 41 . 41 38" E 1 N 52°40'

L 1 4

5 1 L

649

'4 0

FL NE 458.1 (27" RCP)

(U.I.P.) NE CE LI SERVI

FL NE 457.90 (12" RCP)

NEW RETAINING WALL

88' 40. 37" E 1 N 52°40'

L 1 3

. L C. S. T.

FL NE 455.42 (12" RCP)

SEE ENLARGED DETAIL J THIS SHEET

T 463.55

(U.I.P.)

WI THI N THE L EVEE DI STRI CT

R=919.00 L=127.88 CL=127.78 CB=S 63° 38'12.09" W

SL C ROW 7947/708

EX STM MH

(U.I.P.)

645

6' WIDE SIDEWALK

GUY WIRE

12O4-077D

(U.I.P.)

188

27" RCP

12O4-073D

197

(U.I.P.)

3' N52°40 E 1 9. 1 1 50" '

177

644

20' E 79. 50" N52°40'

(A.T.G.)

CREVE COEUR MI L L( 40' W)RD

T 460.69

(U.I.P.)

" 12

EXIST ROW

APPROXI MATE NORTH L I MI T OF HOWARD BEND L EVEE DI STRI CT BASED ON AVAI L ABL E MAPS. DOCUMENT 22486/1 636 I S A NONEXCL USI VE ASSI GNMENT OF RI GHTS UNDER STORMWATER & DRAI NAGE ESMTS FROM MSD TO HOWARD BEND L EVEE DI STRI CT

CURB INLET

G A TE PO ST

P C R W 6'

L10

198

196

LINE SERVICE

3" CURB (SEE DETAIL)

(U.I.P.)

24" RCP

P.S.E.

(RELOC.)

N 52°46'07" E 9.93' CHAIN LINK FENCE

DRI V EWA Y DRA I N

N 55°37' 08" E 1 1 1 . 92'

R= 925. 00' L= Ch 292. d = 63' 291 . 41 ' N61 °44' 37" E

DRI V EWA Y DRA I N FL4 6 0 . 5 2 DRI V EWA Y DRA I N

T 464.30

27" RCP

EX STM

RR XING SIGN

CURB INLET

STA 115+ EX. 07. -1.0 46 % PRO P. 1 35. .0% 7 5' W C .E .

T. S. C. L.

(U.I.P.)

DRI V EWA Y DRA I N FL4 5 8 . 6 2

W/RISER

48" CHAIN LS

TARY ANI MUCH OF QUARRY & S NTO L ANNEXED I L ANDFI L AGE OF CHAMP L L VI 0443/2082 0389/403 & 1 0383/2428 1 1

SEE ENLARGED DETAIL K THIS SHEET

NE C.L.STA 118+00.00 MATC HLI

(U.I.P.) P RC 2" 1

SEE ENLARGED DETAIL L THIS SHEET

REFERENCED TITLE COMMITMENT.

(U.I.P.)

EX STM

CL TO T ± ' SM 92 L E 9. AI R

CONC

LINK

PO ST

(U.I.P.)

SIMILAR DOCUMENTS ARE LISTED IN THE

187

UTILITY POLE

AL) (RADI 10"W N37°19'

HLI NE C .L.ST A 113 +00.0 0

48" CHAIN

12" RCP

M ATC

ASPH

34 67. 4+ 1 PT 1

172

(U.I.P.)

G A TE

DRI V EWA Y DRA I N FL4 6 0 . 7 2

CONCERNING THE LANDFILL, BUT MANY PRIOR

SERVICE LINE

DRI V EWA Y DRA I N

CNA

N 55°37'08" E 100.08'

WITH MO DEPT OF NATURAL RESOURCES

93' 39. 39' E 433. 50" N52°40'

194

SHEET 4 OF 15

174

N 63°05'25" E 46.35'

SCALE: 1" = 20'

THIS IS THE LAST RECORDED AGREEMENT

PU BLIC W O RK S

STA 113+92 .99 EX.2.5% PROP.2.7% 47.5'W C .E.

SEE ENLARGED DETAIL I THIS SHEET

SAME PROPERTY AS DEED 19293/5094.

ROW PLAN

1"=5'

NOT FOR CONSTRUCTION

PSE: 6,021 S.F. TSCL: 3,348 S.F. REMAINING: 7,432,207 S.F.

SCALE IN FEET

PER 20433/8 DATED 11-12-2012 COVERS THE

F. 636 537 0275

REFERENCED TITLE COMMITMENT.

173

MO DEPT OF NATURAL RESOURCES SOLID WASTE MANAGEMENT PROGRAM

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

SIMILAR DOCUMENTS ARE LISTED IN THE

EASEMENT, NOTICE & COVENANT TO

T. 636 537 5585

CONCERNING THE LANDFILL, BUT MANY PRIOR

Chest er f i el d,M i ssour i63017

WITH MO DEPT OF NATURAL RESOURCES

ORIGINAL: 7,432,207 S.F. PRIMUSSE: 96 S.F. PRWE: 1,822 S.F.

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

SAME PROPERTY AS DEED 19293/5094.

TRA N SPO RTA TIO N

EFFECTIVE DATE 05-03-2018

ROW PLANS

PER 20433/8 DATED 11-12-2012 COVERS THE

1"=5'

10' W ELE ESM C TR T 2 I C 937 /30 9

COMMITMENT FILE NO 18-226426-KEE

00' 2. 1

ENLARGED PLAN L

(Be ari ng P roje cte d)

SOLID WASTE MANAGEMENT PROGRAM

ENLARGED PLAN I

ROAD L W RAI ON 25' OCATI MATED L ESTI MENT BETWEEN EASEMENT & AGREE P. . NG CO.L AGI NC & GRAHAM PACK FRED WEBER I MATED TO ON ESTI CATI O L . 9 5 1 2 / 1 7 0 2 1 R E P GNMENT ON I TH TRACK AL CORRESPOND WI ONS MENSI ED DI D R O C E R E M O S . S O T AL PHO AERI EFER TO R R O T N E T S I S N O C N THER I ARE EI TS MI I ONS BEYOND THE L OCATI STANT L DI EY. GHT OF WAY SURV S RI OF THI

OLD REPUBLIC NATIONAL TITLE INS CO

34" W °58' S 47

54" W ' S 52°41 50' 9.

RESURFACI NG

1"=5'

MO DEPT OF NATURAL RESOURCES

THIS IS THE LAST RECORDED AGREEMENT

259

ENLARGED PLAN J

2301 CREVE COEUR MILL RD EASEMENT, NOTICE & COVENANT TO

S 58°28'58" W 11.89'

652

REVI SI ONS

12O430123

176

6' W

186

12O & 12P

APP.

AS TENANT 19293/5109

N2 3

179

9 5 1. 1° 1 2 = L S 0 B= W 0 C " . 9 1 21 2 5 1. . = R =11 ' 5 L 26 C

STA 114 +4 8 EX. .14 7.1% PRO P. 8 . 29. 75' 0% W C .E .

175

19293/5094 LEASED TO FRED WEBER, INC

MSD BASE MAP: 201

N23 ° 10 ' 27 " W

PO ST

IESI MO CHAMP LANDFILL LLC

20MSD-00522 N 58°21 ' 45" E 1 2. 1 3'

" 12

N/F

N 55°37' 08" E 1 1 1 . 92'

" 3 0 ' 5 2 ° 6 1 N

182

G A TE

P C R

00' 2. E 1

REV.DATE

N 55°09'45" E 27.23'

34" °58' N 47

' 4 .6 13

PO ST

4 8 " C HA I NL I N K

S 34°22'52" E 4.71'

178

G A TE

N 55°09'45" E 27.49'

PO ST

MSD: 54" E ' N 52°41 ' 71 9.

CREVE COEUR M I LL ROAD

184

6834D-21

P L

N 6°50'59" W 6.27'

185

10" W N 37° 19' 95' 9.

6 CH 0" AI N L I NK

G A TE

181

7. 86'

10" W N 37° 19' 6.00'

N 56°56' 39" E

E-W GATEWAY TIP NO.

646

183

° 34 ' 06" (ES W TI 55 8 M AT .03 ED '(A CL P PR 25' O XI W 120 M AT RAI 71/ E) L E 215 SM T 9 )

180

STP 5526(646)

LEGEND NEW R.O.W. 192

50" W S 52°40' 47 227.

PROPOSED MILL AND OVERLAY PROPOSED CONCRETE SIDEWALK

P.S.E. P.R.W.E.

PROPOSED CONCRETE REPAIR

T.S.C.L.

PAVEMENT REMOVAL

DESIGNED:

TWC DRAWN:

TWC CHECKED:

STS

191

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

ENLARGED PLAN K

P.D.E.

SHEET SEQUENCE:

1"=5'

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\10_AR-1563_RW.dgn

12O420184

215

2355 CREVE COEUR MILL RD

217

P.R.I.M.U.S.S.E. CONC. WALL

(U.I.P.)

12O1-024D

SHRUB LINE

EX STM

(U.I.P.)

DBL CURB INLET CONC. WALL

(U.I.P.)

CONC. WALL

(U.I.P.)

FL NW 488.95

S62°01 ' 03" W

(U.I.P.)

SHRUB LINE

DATE:

12/1/2021

GUY WIRE

T.S.C.L.

CHAIN LINK FENCE

UTILITY POLE

(U.I.P.)

FRED WEBER INC 7809/1141

N/F

W/RISER

(U.I.P.)

12O140118

FRED WEBER INC

2358 CREVE COEUR MILL RD

12258/1024

P L

12O140127

7442/2157

NO TITLE COMMITMENT

L O T 1 4

" RO SE A C ( PB RES 51 PG " 6 3

12O140631 2320 CREVE COEUR MILL RD

)

PROVIDED

ON TI SI NO ACQUI

L O

T 1 3 " RO SE A C ( PB RES 51 PG " 6 3

UTILITY POLE

)

L1:

N 50°27'54" W 13.34'

L2:

S 53°14'07" W 39.95'

L3:

S 20°30'42" E 15.21'

L4:

N 29°45'26" W 14.36'

L5:

S 65°56'58" W 11.80'

L6:

N 52°24'48" E 49.53'

L7:

N 54°30'24" E 25.03'

L8:

N 52°48'34" E 88.36'

L9:

S 52°28'51" W 67.94'

L10: N 52°28'52" E 45.84' L11: S 52°56'17" W 50.60' L12: S 27°58'57" E 16.23'

CURVE TABLE C1:

R=1124.00 L=96.96

L O

T 1 2 " RO SE A C ( PB RES 51 PG " 6 3 )

CL=96.93 CB=S 55°25'57" W

C2: R=1183.55 L=61.21 CL=61.20 CB=S 55°39'25" W

C3: R=1124.00' L=12.27 CB=N 56°59'45" E CL=12.27

LEGEND Existing property and right of way information was provided by St Louis County Department of Transportation. The proposed easements and right of way shown hereon are based on said provided documentation. No review has

C4: R=1124.00' L=11.68 CB=N 57°36'22" E CL=11.68

been made relative to the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri property boundary surveys.

standards for

NEW R.O.W.

PROPOSED MILL AND OVERLAY

P.S.E.

PROPOSED CONCRETE SIDEWALK

P.R.W.E.

PROPOSED CONCRETE REPAIR

T.S.C.L.

PAVEMENT REMOVAL

DESIGNED:

L13: S 22°54'07" E 8.74'

TWC

L14: N 15°53'13" W 24.77' N 70°13'30" E 3.77'

L16: S 53°16'11" E 17.45' L17:

N 57°08'19" E 27.76'

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

CHARLES EDWIN QUINBY JR.

TWC

L18: N 57°11'05" E 18.78' L19: N 22°44'34" W 10.60'

PLS-2007000085

L20: N 67°15'26" E 10.45'

DRAWN:

P.D.E. YO

L15:

10" W 19' N 37° 7.4 5'

(U.I.P.)

2366 CREVE COEUR MILL RD

N 37°19'10" W 3.12'

PULL BOX TRAFFIC

SIGN

(U.I.P.)

(U.I.P.) C.L. (TYP.)

PROVIDED

654

TRAFFIC

12"

UTILITY POLE EX I ST ROW W/LIGHT

UTILITY POLE

SHRUB LINE (U.I.P.)

(T.B.R. AS REQUIRED)

MI L L( 40' W)RD

NO TITLE COMMITMENT

N 37°19'10" W 4.33'

50" W 0' S 52°4 98' 65. 1

CREVE C OEUR

(U.I.P.)

N/F

205

655

CHECKED:

STS SHEET SEQUENCE:

ENLARGED PLAN M 1"=5'

12" 290. 1 4'

FRED WEBER INC

N 88°02'39" E 5.27'

33)

PULL BOX

SI G AM N E RE N

15' W

50" W 0' S 52°4 ' 4 . 227 8

DBL CURB INLET

( PB 80 PG

(A.T.G.)

UTILITY POLE

LINE TABLE

653

FL SW 488.13

(A.T.G.)

EX STM

ELEC T ES MT 8318 /563

"W 41 7' S 52°2 72' 8.

FL SE 488.30

12O1-022D

CONC. WALL

S 37°32'19" E 5.00'

202

FL NE 488.30

F. :927 S. TSCL F. 232 S. 53, NG:1 NI REMAI

204

"E 41 7' N 52°2 ' 6 4 8.

1 2 2 + 0 0

288 CONC. WALL

F. 232 S. 53, :1 NAL GI ORI F. 090 S. PSE:2,

203

335

DBL CURB INLET W ROW T 493.67 5'

(A.T.G.)

BL DG L I NE ( PB 51PG 63)

" RO SE A C ( PB RES 51 PG " 6 3

12O1-021D

T 494.04

N/F

L O T 1 5

EXIST SIGN

(T.B.R.&R.)

CREVE CO EUR MI LL RD

SHRUB LINE

280

SL C ROW 8207/495

12"

(A.T.G.) (U.I.P.)

NE I DG L BL G 63) PB 51P (

(T.B.R.&R.)

EX STM

FL NW 477.44 SHRUB LINE

(T.B.R. AS REQUIRED)

MAILBOX

308

334

292

SHRUB

EFFECTIVE DATE 02-27-2018

1 1 . 89'

52' 82. = L 92' 04. 1 1 R= W 2" 1 S54°49' 50' 82. = d Ch S L 8 C 2 0 PR 7 287 / MU 4 9 E 9

1 77. 00'

EXIST.

(A.T.G.)

T 483.39

284

COMMITMENT FILE NO 18-226466-KEE

S 58°28' 58" W

286

S61 °53' 34" W

AT&T

(U.I.P.)

OLD REPUBLIC NATIONAL TITLE INS CO

1 2. 1 3'

285 FH

)

N 58°21 ' 45" E

(A.T.G.)

T. S. C. L . EXI ST ROW

310

DCI 3

6' WIDE SIDEWALK

2" 1

INE ICE L SERV

279

+36.91 STA 118 EX.4 .0% 5% PRO P.1. C .E. 34 .0'W

2 L

5' WIDE SIDEWALK

(U.I.P.) . L C. S. T.

N 62°01'03" E 29.68'

TRAFFIC

280. 36'

(U.I.P.)

ASPH.

289 PULL BOX

/499 E 8207 C PRMU SL

CHAIN LINK FENCE

CONC.

283

N61 °53' 34" E

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

68.10'

(U.I.P.)

N 62°01 ' 1 7" E 1 41 . 24'

P. S. E.

8207/495

ROW PLAN

69' 34. 6" E 1 1 4' N 52°4

0 0 + 0 2 1

42.39'

ASPH

SL C PRMUE

N 63°15'47" E

311

COEUR M I L L( 6" 40' W)RD

53. 53'

7" W 1 ' 52°44 E. S S. P. 8 3 ' 252.

MUE C PRI SL

1 2 1 + 0 0CREVE

P L

W 50" ' S52°40

FL SW 483.34

(U.I.P.)

6' W

314

ROW PLANS

59' 2. 51

T 488.89 FL NE 483.63

W 6'

GRATE INLET

33)

27. 79'

E 57. 38'

S 50°42'32" E 4.33'

313

RESURFACI NG

(U.I.P.)

EX STM(A.T.G.)

WV (U.I.P.)

278

(U.I.P.)

92 79. 9+ 1 PC 1

13 '3 9 " 9 0 °

EXIST ROW

SL C ROW 8207/499

( PB 80 PG

309

12" RCP

12"

2" 1

C ROW SL 99 8207/4

2" 1

305

UTILITY POLE

W)RD 40' L ( L MI COEUR CREVE

(A.T.G.)

282 MI L L( 40' W)RD

'4 9

NEW TYPE 'S' CURB (TYP.)

CREVE C OEUR

281

PULL BOX

CONC. WALL

(T.B.R. AS REQUIRED)

0 0 + 9 1 1

199

ROW

297

12O1-023D

SL C ROW 8207/495

N 60°25' 47" E

R= 1 1 80. 92' L = 46. 49' Ch d = 46. 49' N60°45' 54" E " 2 '0 5 0 ° 0 9 319

' R=1110.92 L=29.62' 2' C hd=29.6 4 0"W S53° 26'

TRAFFIC

5' W

(A.T.G.) 6"

S 65°04'13" W 3.07'

STA 18+80 END RETAINING WALL BEGIN 8" INTEGRAL CURB

(U.I.P.)

SL C ROW 8207/495

FL NE 482.23 (6" PVC) CREVE C OEUR FL NE 476.96 (24" RCP) MI L L( 40' FL SE 477.15 W)RD FL SW 476.97

209

6' WIDE SIDEWALK

CONC.

T 483.68

(RELOC.)

GRATE INLET

FO P.B.

EX STM

N 63°43'41" E 37.52'

AT&T

291 6' WIDE SIDEWALK

BL DG L I NE ( PB 80 PG 33)

S 53°36'45" E 16.73' C.L. (TYP.)

24" R CP

294

92' 80. 1 1 R= 2 . 30 2' = L 22' 30. d Ch = E 49" ' 4 2 ° 3 5 N

N ASPH 63°28 ' 03" E 28. 22'

S 23°11'48" E 17.36'

N 60°49' 29"

87' 89. 1 = L 92' 80. 1 1 R= E 2" 1 7' N57°1 67' 89. 1 = d Ch

12" RC P

TS MI I MATE L I APPROX P M A CH AGE OF L L VI TS MI I MATE L I APPROX GHTS I AND HE ARYL M F O TY CI

W)RD 40' L ( L MI COEUR CREVE

SHRUB LINE

C ROW SL 95 8207/4

(U.I.P.)

AT&T

12O1-025D

L11

AT&T

59' 2. 51

C ROW SL 99 8207/4

212 CP 24" R

GI 2

L17

AT&T

E. S. P.

E 50" ' N52°40

S 52°40'04" W 87.65'

8 L

L18

N 9°50'28" W 5.46'

307

N 62°41 ' 21 "E 25. 09'

L20

675

24" RCP

6 L

306

657

290

S 23°11'48" E 23.82'

/495 E 8207 C PRMU SL

W 6'

INE ICE L SERV

8+00.00 1 1 A T S NE C .L. I M ATC HL

MUE C PRI SL

(U.I.P.)

L10 208

(U.I.P.)

UTILITY POLE

211

EXIST ROW

(U.I.P.)

CONC. WALL

(U.I.P.)

NEW 8" CURB

GI 1

312

(U.I.P.)

(U.I.P.) 6 L1

CONC. WALL

(U.I.P.) C V P

CONC. WALL

UTILITY POLE

CONC. WALL

221

TARY ANI RY & S F QUAR O T N I MUCH O D E L ANNEX L ANDFI L CHAMP F O E G A 082 L L VI 0443/2 03 & 1 0389/4 1 8 2 4 2 0383/ 1 207

206

656

N 63°18'19" E 25.78'

CREVE COEUR M I LL ROAD

SEE ENLARGED DETAIL M THIS SHEET

P.R.W.E.

CONC. WALL

(U.I.P.)

(U.I.P.) N 57°11'05" E 11.88'

CONC.

L1 4

(U.I.P.) GUY WIRE

BL DG L I NE ( PB 80 PG 33) CHAIN LINK FENCE

CHAIN LINK FENCE

SHEET 5 OF 15

WITH MO DEPT OF NATURAL RESOURCES

293

EFFECTIVE DATE 05-03-2018

ORIGINAL: 218,034 S.F. PRIMUSSE: 60 S.F. PSE: 790 S.F. TSCL: 3,938 S.F. REMAINING: 218,034 S.F.

PU BLIC W O RK S

THIS IS THE LAST RECORDED AGREEMENT

REFERENCED TITLE COMMITMENT.

)

SEE ENLARGED DETAIL O THIS SHEET

OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226428-KEE

P A DJ UST ARCEL ( PB MEN 28 4P T P G4 ) L A

UTILITY POLE

302

2369 CREVE COEUR MILL RD

F. 636 537 0275

P L

SAME PROPERTY AS DEED 19293/5094.

SIMILAR DOCUMENTS ARE LISTED IN THE

" Mc NEA LP ( PB L A 8 C 0P E" G3 N 70°13'30" E 3

12O420232

UNN A MED " BO UND A DJ UST A RY ED

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

220

SIMILAR DOCUMENTS ARE LISTED IN THE

N 23°38'06" W 16.63'

L O T 1

SERVI CE LI NE

SOLID WASTE MANAGEMENT PROGRAM PER 20433/8 DATED 11-12-2012 COVERS THE

4.75'

AS TENANT 19293/5109

T. 636 537 5585

MO DEPT OF NATURAL RESOURCES

WITH MO DEPT OF NATURAL RESOURCES

N 62°41'21" E CONCERNING THE LANDFILL, BUT MANY PRIOR

19293/5094 LEASED TO FRED WEBER, INC

Chest er f i el d,M i ssour i63017

L15

EASEMENT, NOTICE & COVENANT TO

2 2 + 0 0

REFERENCED TITLE COMMITMENT.

37.35'

SEE ENLARGED DETAIL N THIS SHEET

CONCERNING THE LANDFILL, BUT MANY PRIOR

THIS IS THE LAST RECORDED AGREEMENT

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

1"=5'

SAME PROPERTY AS DEED 19293/5094.

WITH MO DEPT OF NATURAL RESOURCES

N/F IESI MO CHAMP LANDFILL LLC

TRA N SPO RTA TIO N

T.S.C.L.

THIS IS THE LAST RECORDED AGREEMENT CONCERNING THE LANDFILL, BUT MANY PRIOR

ENLARGED PLAN N

PER 20433/8 DATED 11-12-2012 COVERS THE

M UC H

ORIGINAL: UNKNOWN S.F. PRIMUSSE: 96 S.F. PRWE: 1,822 S.F. PSE: 6,021 S.F. TSCL: 3,348 S.F. REMAINING: UNKNOWN S.F.

SAME PROPERTY AS DEED 19293/5094.

REFERENCED TITLE COMMITMENT.

S 23°11'48" E 3.81'

LI NE C .L .STA 123+00 .00

212

EFFECTIVE DATE 05-03-2018

MO DEPT OF NATURAL RESOURCES SOLID WASTE MANAGEMENT PROGRAM

301

12O & 12P

M ATC H

219

COMMITMENT FILE NO 18-226426-KEE

SOLID WASTE MANAGEMENT PROGRAM

SIMILAR DOCUMENTS ARE LISTED IN THE

20MSD-00522

304

STA 122+6 0.22 EX.1.6% PRO P.1.1% 19.0'W C .E.

OLD REPUBLIC NATIONAL TITLE INS CO

36' 24.

PC 1 22+ 67. 1 7

2.70'

22 30. = 92 L 80. 1 1 R= 5" W 1 49. ' 4 S 53°2 B= C 2 2 . 0 3 = CL

1"=5'

STA 121+4 5. 57 EX.0.1% PROP.-4 .0% 50.25'W C.E.

213

MSD: S 23°11'48" E 2.71'

MSD BASE MAP: 9" W 1 S 57°08'

PER 20433/8 DATED 11-12-2012 COVERS THE

P L

12O430123 2301 CREVE COEUR MILL RD

1 4. 35'

674

EASEMENT, NOTICE & COVENANT TO

L13

7" W 1 S 52°56' 60' 50.

AS TENANT 19293/5109

S 59°08' 50" W

6834D-21

ENLARGED PLAN O

MO DEPT OF NATURAL RESOURCES

L19

LEASED TO FRED WEBER, INC

48 29. = 55 L 83. 1 1 R= 26" W 42. ' 7 2 ° S 53 CB= 8 4 . 9 2 = L C S 23°11'48" E

L12

36' 88.

34" E N 52°48'

ORIGINAL: 40,292 S.F. PRIMUSSE: 66 S.F. PSE: 318 S.F. TSCL: 1,166 S.F. REMAINING: 40,292 S.F.

EASEMENT, NOTICE & COVENANT TO

SER VICE LINE

19293/5094

N 51°25'40" E 3.76'

STA 120 +15 EX. .32 0.6 % PRO P.0 .6% 33. 75' W C .E .

N/F IESI MO CHAMP LANDFILL LLC

218

S 23°11'48" E 3.86'

673

EFFECTIVE DATE 05-03-2018

E-W GATEWAY TIP NO. 303

N 59°35' 42" E 1 4. 27'

WE S T L I N E FO RM ER LO T "M 3 c N E AL P L A C E" (P 80 P B G 33 N23° ) 1 1 ' 4 8"W 34 4 . 61' EA S T L I NE F O RM E R LO T "M cN 2 E A L P L A C E" (P 80 P B G 33 )

E ' " 21 79 ' 5 0. 1 1 ° E 32 " 1 1 N 5' 1 ° 32 N

210

COMMITMENT FILE NO 18-226427-KEE

10' W ESM T (PB 80 P G 3

56' 6. 1

APPR OX I CI M A TY O TE L F MA I MI TS RY L A N D HE I G HTS APPR OX I M A TE L VI LLA I MI TS G E OF C HAM P

' 78 . 0 1

OF Q UARR LAND Y & FI LL A SANI TARY NNEX VI 1038 LLAG ED I 3/24 N TO E OF 28 1 C H AM P 0389 /4 03 & 10 4 4 3/ 2082

214

OLD REPUBLIC NATIONAL TITLE INS CO

PT 1 21 + 64. 1 7

67' 3. 04" E 1 ' N 53°44 25" W ' S 54°26

" 06 ' 8 3 ' ° 1 ' 8 5 2 7. 20 7. N W 6" 0 299 ' 38 296 ° 28 S 60°45'50" W S 4.16'

DESCRI PTI ON

AS TENANT 19293/5109

SCALE: 1" = 20'

REVI SI ONS

LEASED TO FRED WEBER, INC

N 15°53'13" W 24.77'

216

FEDERAL PROJECT NO.

STP 5526(646)

300

APP.

19293/5094

AR-1563

IESI MO CHAMP LANDFILL LLC

SCALE IN FEET

298

COUNTY PROJECT NO.

REV.DATE

N/F

NOT FOR CONSTRUCTION

W ES T L I NE F "M cN O RM E EAL R LO PLAC T E " 2 ( P B 80 PG 3 3)

12/1/2021

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\11_AR-1563_RW.dgn

PAUL & BRENDA M DYDO

N/F

19981/1577 TELEPHONE P L

475

11165/1852

PEDESTAL

12O420012

(U.I.P.)

2382 CREVE COEUR MILL RD

12O140136 2374 CREVE COEUR MILL RD

NE I DG L BL 50' PB 51PG 63) (

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226465-KEE

NE I DG L BL 50' G 63) PB 51P (

COMMITMENT FILE NO 18-226464-KEE EFFECTIVE DATE 03-21-2018

NO ACQUISITION

EFFECTIVE DATE 02-27-2018

ORIGINAL: 41,601S.F. TSCL: 777 S.F. REMAINING: 41,601 S.F.

L O T 1 0

L2:

N 33°51'35" E 8.02'

L27: N 29°11'13" W 5.21'

L3:

N 65°25'22" E 14.83'

L28: N 64°49'20" W 6.34'

L4:

N 12°53'00" E 7.09'

L29: S 60°20'20" W 16.07'

L5:

N 26°59'58" W 8.46'

Existing property and right of way information was provided by St Louis

L6:

S 27°02'49" E 14.06'

County Department of Transportation. The proposed easements and right of

L7:

S 39°52'22" E 12.92'

way shown hereon are based on said provided documentation. No review has

L8:

N 23°18'57" W 5.01'

been made relative to the accuracy of the provided information. These plans

L9:

S 27°04'57" E 14.57'

property boundary surveys.

standards for

L10: S 20°52'22" W 22.28'

CURVE TABLE

L11: S 62°23'35" W 30.00' C1: L12: N 67°40'40" E 28.09'

R=20.00 L=23.63

L13: N 22°19'20" W 14.84' L14: N 67°45'05" E 14.87' L15: N 89°15'24" E 16.99'

CHARLES EDWIN QUINBY JR.

L16: N 45°00'00" E 18.07'

PLS-2007000085

8/5/2022

L17:

S 67°07'07" W 21.10'

L18:

L19:

N 29°46'37" W 6.00'

L20:

N 61°53'34" E 10.00'

3°02'52" W 4.44'

L21:

S 29°46'37" E 6.00'

L22:

S 61°53'34" W 10.00'

L23: S 68°16'03" W 33.88'

CL=22.28 CB=N 20°52'22" E

C2: R=20.00 L=3.92 CL=3.92 CB=S 60°20'01" W

L 10

N 65°57'03" E 40.44'

(U.I.P.) 343

N 27°36'25" W 12.86'

N C ESMT I ELEC TRI W 50' ROSE ACRES DR 2915/65

L26: S 62°55'03" W 18.92'

UTILITY POLE (U.I.P.)ASPH

25' 80. 347

WATER SPIGOT

N W ATER ESMT I W 50' ROSE ACRES DR 604 5/474

N 61°44'20" E 67.83'

VATE ROAD PER (PB 51 PG 63) BUT PRI C BY THE ACCEPTED AS PUBLI G HTS TY OF MARYLAND HEI CI 88-398 RECORDED AT 8312/4 5

LINE TABLE L1:

( PB 5 1 PG 6 3)

SI GN AM ER EN

344

ORD

( PB 5 1 PG 6 3)

" RO SE A C RES"

PEDESTAL

ASPH

(A.T.G.)

UTILITY POLE W/LIGHT

S 47°42'46" W 2.87'

(U.I.P.) 357

12"

365 WV

NE I DG L BL 50' PB 51PG 63) (

(U.I.P.)

1 1 L

SEE ENLARGED DETAIL Q THIS SHEET

00' 00. 1

L 23

L14 CONC

L1 5

L13

6 L1

(U.I.P.)

" RO SE A C RES" ( PB 5 1 PG 6 3)

SEE ENLARGED DETAIL R THIS SHEET

WOOD TIEWALL

(U.I.P.)

355

L18

367

366

BLOCK WALL

(U.I.P.)

N/F HAMIDEH KHATAL AZAR

13892/592

20542/3416

12O420030

12O420041

2418 CREVE COEUR MILL RD

2426 CREVE COEUR MILL RD

L O T 8

" RO SE A C RES"

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226462-KEE

COMMITMENT FILE NO 18-226461-KEE

( PB 5 1 PG 6 3)

EFFECTIVE DATE 02-27-2018

EFFECTIVE DATE 03-16-2018

ORIGINAL: 41,561 S.F. PSE: 54 S.F. TSCL: 765 S.F. REMAINING: 41,561 S.F.

ORIGINAL: 41,561 S.F. PSE: 27 S.F. TSCL: 238 S.F. REMAINING: 41,561 S.F.

L O T 8 364

12O420021

03' 03" W 58. S 65°57' S 23°18'57" E 1.14' 7' 1 34" W 24. S 65°24'

" RO SE A C RES" ( PB 5 1 PG 6 3)

03" W S 65°57'

00' 00. 1

63' 34" E 25. N 65°24'

COMMITMENT FILE NO 18-226463-KEE

ORIGINAL: 41,744 S.F. TSCL: 431 S.F. REMAINING: 41,744 S.F.

371 L24

(A MARRIED PERSON)

8265/552

EFFECTIVE DATE 02-27-2018

377

N/F

OLD REPUBLIC NATIONAL TITLE INS CO

8/5/2022

ASPH

359

C.L. (TYP.)

FRED WEBER INC

2410 CREVE COEUR MILL RD

L17

360

DATE:

L25

W 34" S65°24' 63' 25.

P.S.E.

LOUIS E VILLEDA

L O T 9

E 03" N65°57' 34' 28.

25' 5. 31

W 03" S65°57'

EXIST ROW

L12

348

368

(A.T.G.)

356

363 44' 9. 33" E 1 N 66°42'

NOT FOR CONSTRUCTION

REVI SI ONS TELEPHONE

358

W)RD 40' L( L CREVE COEUR MI

SW BT ESMT W 10' 8307/2352

" RO SE A C RES"

L O T 1 1

do not constitute a boundary survey that meets the Missouri

TE L E J B

ST EXI

OLD REPUBLIC NATIONAL TITLE INS CO

12"

(A.T.G.)

ROW

(U.I.P.)

FRED WEBER INC

P L

N/F

26' 5. E 31 2" 1 N66°06'

N 65°57'03" E 41.97'

12"

(RELOC.)

ST EXI

28 L

W/RISER

12"

MAILBOX

ROW

29 L C.L. (TYP.)

FL 517.43

(U.I.P.)

AT&T

337

1 2 7 + 0 0

SERVICE LINE

UTILITY POLE

(A.T.G.)

ST EXI

474

340

W/RISER

(U.I.P.)

ASPH

EXIST ROW

15" CONC FES

38' 20. 1

SBC PULLBOX

R OSE

394

56" E ' N 63°01 ' 6 3 . 38

9 L

W/LIGHT

84°52'01"

(A.T.G.)

+39.88 STA 126 EX.-1.4 % .5% PRO P.-9 C .E. 20.0'W

. L C. S. T.

UTILITY POLE

95' 73.

346

ELECTRIC PULLBOX

MAILBOX

(RELOC.)

N 65°57'03" E 39.81'

NE SERVICE LI

+28.67 STA 124 EX.9.1% 5% PRO P.1. R.E. 14 .25'W

333

ASPH

00' 00. 1

ASPH

27 L

8 0.1 +7 123 % A ST 2.7 1 % .11.6 EX . .OP C .E PR W 0' 12.

STA 123+22.87 EX.-15.5% PROP.-17.7% C.E. 15.75'W

339

8 L

ST ROW EXI

57' . 81 1

CONC

W)RD 40' L( L EUR MI CREVE CO

1 2 6 + 0 0

(U.I.P.)

' 0 0 ' . WV 0 (A.T.G.) 67 6' . =2 1 4 W R 3 . " 7 345 L= =28 ' 5 d 0 h 4 C ° PULL BOX MCI 68 N (U.I.P.)

A CR ES D R

2" 1

CONC

2" 1

W 03" S62°55'

PI1 25+ 41 . 79

1 2 5 + 0 0

26 L

6" 6"

PHONE ESMT 08 1 /1 71 71

N 23°18'57" W 2.55'

SHEET 6 OF 15

2" 1

CONC

1 5" RCP

AT&T

MAILBOX S 6 5 (A.T.G.) ° 5 5 7' . 7 03 9 ' "W

CONC

PB 80 PG 33) (

ROW

W 5'

AT&T

' 0 .0 6' ' 0 1 . 10 W 2 = 31 8. " 3 R = L =2 '0 4" d 19 h C 1° 6" 2 S

77.07'

ASPH

W)RD 40' L( L CREVE COEUR MI

341 338

W 0' 1

(U.I.P.) 48' 20. 1

CREVE COEUR MI LL RD

342

(U.I.P.)

FL 512.10

(U.I.P.)

FL 513.58

15" CONC FES

(A.T.G.)

0 2 '1 3 "

CONC.

15" CONC FES

SBC PULLBOX

16 '0 3 "

1 2 4 + 0 0

1°

336

ST ROW EXI

C.L. (TYP.)

COEUR CREVE W)RD 40' L ( L MI

(U.I.P.)

PU BLIC W O RK S

PG 33) PB 80 (

UTILITY POLE

REPLACE 2' OF DRIVEWAY SEE SHEET 7 (MATCH EXISTING)

ROW PLAN

ROW

B L NORTH SIDE SIDEWALK

NO ACQUISITION

SERVICE LINE

LINE SERVICE

W 5'

331

C ROW SL 8207/495

NEW STANDARD CURB INLET STA 124+25.53 OFFSET -26.53

CI 6

PARCEL 7 WITHIN THE SCHEDULE "A" DESCRIPTION

F. 636 537 0275

NEW TYPE S CURB (TYP.)

NO ACQUISITION

P L

C ROW SL 95 8207/4

NO TITLE COMMITMENT PROVIDED. TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE

AT&T

C ROW SL 95 8207/4

NEW 12" RCP

PRIOR SIMILAR DOCUMENTS ARE LISTED TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE IN THE REFERENCED TITLE COMMITMENT. PARCEL 6 WITHIN THE SCHEDULE "A" DESCRIPTION

SERVICE LINE

PT 1 23+ 79. 84

AT&T

77' 56. E 2" 1 N66°06'

332

12O420122 2423 CREVE COEUR MILL RD

NO TITLE COMMITMENT PROVIDED.

L22

2411 CREVE COEUR MILL RD

320

12O420113

RECORDED AGREEMENT WITH CONCERNING THE LANDFILL, BUT MANY

C PRMUE 8207/495 SL

19293/5094 LEASED TO FRED WEBER, INC AS TENANT 19293/5109

DEED 19293/5094. THIS IS THE LAST

AT&T

78' 86. = L 92' 80. 1 1 R= E 53" N63°59' 76' 86. = d Ch

AT&T

LEASED TO FRED WEBER, INC AS TENANT 19293/5109

MO DEPT OF NATURAL RESOURCES

CONC. WALL

L21

AI 4

AI 5

(T.B.R.)

24" RCP

397

PER 20433/8 DATED 11-12-2012 COVERS THE SAME PROPERTY AS

FL SW 501.84

6' 1 . 20" E 81 W 24" RCP6' N 64°27'

IESI MO CHAMP LANDFILL LLC

SOLID WASTE MANAGEMENT PROGRAM

T 507.52

(T.B.R.) . L C. S. T.

328

EXIST ROW

398

5' WIDE SIDEWALK

(U.I.P.)

ROW

W 34" °53' S61

UTILITY POLE

N/F

N/F IESI MO CHAMP LANDFILL LLC 19293/5094

395

36' 280.

324

329

CURB INLET

T AT&

E 34" °53' N61

325

(U.I.P.) L3

(T.B.R.) 1 L L19

(U.I.P.)

MO DEPT OF NATURAL RESOURCES

EX STM

10" TREE

(U.I.P.)

33)

" Mc N EA LPL A C E" ( PB 8 6 0 PG 33)

UTILITY POLE

12O1-019D

(U.I.P.)

( PB 8 0 PG

NE I DG L BL PB 80 PG 33) (

330

N 46°02'31" E 10.65'

14" TREE

IN THE REFERENCED TITLE COMMITMENT.

L O T 6

(R.)

9' 1 " E 50. 1 1 N 62°57'

P 4" RC /495 2 E 8207 C PRMU SL '

W 34" °53' S61

GUY WIRE

SIGN

CONC. WALL

c N EA LPL A C E"

( PB 8 0 PG

" Mc N EA LPL A C E"

PRIOR SIMILAR DOCUMENTS ARE LISTED

ENLARGED " M DETAIL Q

EASEMENT, NOTICE & COVENANT TO

L O T 7

CONCERNING THE LANDFILL, BUT MANY

PC 1 27+ 22. 98

L20

36 03. 1

L O T 6

P L

W 6'

RECORDED AGREEMENT WITH MO DEPT OF NATURAL RESOURCES

S E TA X P . 1 10 RO -7 27 .3 + .0 P 3 ' .- % 0 W .0 11 .0 3 R % .E .

(U.I.P.)

DEED 19293/5094. THIS IS THE LAST

1"=5'

LANDSCAPING

ASPH

(U.I.P.)

COVERS THE SAME PROPERTY AS

326

323

PER 20433/8 DATED 11-12-2012

354

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

327

TO A.I.)

NE I DG L BL PG 33) PB 80 (

MO DEPT OF NATURAL RESOURCES SOLID WASTE MANAGEMENT PROGRAM

T. 636 537 5585

(CONVERT

Chest er f i el d,M i ssour i63017

FL SW 495.78

FL NE 496.00

REMAINING: 218,034 S.F.

EASEMENT, NOTICE & COVENANT TO

L12

(U.I.P.)

REMOVE EXISTING CONC. WALL

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T 501.51

TRA N SPO RTA TIO N

2 8 4 PG 4 )

GRATE INLET

P.D.E.

STA 126+85.90 EX.-2.6% PROP.-11.0% 18.0'W R.E.

EX STM

12O & 12P

SCALE: 1" = 20'

T.S.C.L.

ORIGINAL: 218,034 S.F. PRIMUSSE: 60 S.F. PSE: 790 S.F. TSCL: 3,938 S.F.

MSD BASE MAP:

SCALE IN FEET

P L

12O1-020D

ROW PLANS

" BO U N DA RY A DJ U STMEN T PL A T" ( PB

EFFECTIVE DATE 05-03-2018

20MSD-00522

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

349

P L

COMMITMENT FILE NO 18-226428-KEE

PAVEMENT REMOVAL

U N N A MED A DJ U STED PA RC EL

OLD REPUBLIC NATIONAL TITLE INS CO

REMOVE EXISTING CONC. WALL

00' 77. 1

PRIOR SIMILAR DOCUMENTS ARE LISTED IN THE REFERENCED TITLE COMMITMENT.

2369 CREVE COEUR MILL RD

322

CP 24" R

CONCERNING THE LANDFILL, BUT MANY

12O420232

10" TREE

UTILITY POLE

RECORDED AGREEMENT WITH MO DEPT OF NATURAL RESOURCES

T.S.C.L.

MSD:

REV.DATE

AS TENANT 19293/5109

DEED 19293/5094. THIS IS THE LAST

1 1 L

PROPOSED CONCRETE REPAIR

LEASED TO FRED WEBER, INC

COVERS THE SAME PROPERTY AS

STA 124+63.22 EX.1.5% PROP.0.8% 39.25'W C.E.

NE FORMER LOT 4 W EST LI "McNEAL PLACE" (PB 80 PG 33)

19293/5094

396

LINE SERVICE

123+00.00 A T S . L . C E N M ATC HLI

IESI MO CHAMP LANDFILL LLC

328.16'

NE FORMER LOT 3 EAST LI "McNEAL PLACE" (PB 80 PG 33)

N/F

PER 20433/8 DATED 11-12-2012

NE FORMER W EST LI LOT 5 "McNEAL PLACE" (PB 80 PG 33)

1"=5'

48"W N23°11'

SEE ENLARGED DETAIL P THIS SHEET

NE FORMER EAST LI LOT 4 "McNEAL PLACE" (PB 80 PG 33)

ENLARGED DETAIL P

SOLID WASTE MANAGEMENT PROGRAM

6834D-21

P.R.W.E.

CREVE COEUR M I LL ROAD

MO DEPT OF NATURAL RESOURCES

315

E-W GATEWAY TIP NO.

RESURFACI NG

NE FORMER LOT 5 EAST LI "McNEAL PLACE" (PB 80 PG 33)

EASEMENT, NOTICE & COVENANT TO

PROPOSED CONCRETE SIDEWALK

STP 5526(646)

DESCRI PTI ON

24. 81 '

48"E S23°11' 35.00'

S 70°1 8' 34" W

352

FEDERAL PROJECT NO.

APP.

318

7" W 1 ' S 62°01 24' . 41 1

353

PROPOSED MILL AND OVERLAY

MATCHLI NE C.L.STA 128+00.00

04' 22. 20" E °44' N 61

N 70°40' 37" E 1 0. 48'

P.S.E. S 24°02' 57" E 8.98'

47" E 5' N 63°1 ' 9 3 . 42

9.05'

350

20" E °44' N 61 3 8 67. '

317

NEW R.O.W.

STA 127+79.86 EX.5.2% PROP.1.5% 19.0'W R.E.

316

N 65°57'03" E 5.12'

S 65°57'03" W

AR-1563

LEGEND

2.00'

S 22°19' 20" E 14.70'

33)

ESMT

80 PG (PB

CL 10' W

ESMT W CL 10' (PB 80 PG 33)

321

COUNTY PROJECT NO.

351 W)RD 0' 4 L L CREVE COEUR MI S( 23°18'57" E

362

N 23°18'57" W 4.29'

DESIGNED:

TWC

L17

C3: R=1180.92 L=63.77 CL=63.76' CB=N63°59'53"E

361

ENLARGED DETAIL R

DRAWN:

TWC CHECKED:

1"=5'

STS SHEET SEQUENCE:

L24:S 21°48'23" W 4.77' L25:S 35°09'54" W 2.21' N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\12_AR-1563_RW.dgn

CL 10' W ESMT (PB 80 PG 33)

LEGEND PROPOSED MILL AND OVERLAY

N65°57'03"E 26.71'

PROPOSED CONCRETE SIDEWALK

6834D-21 MSD:

N 65°57' 03" E

29. 98'

35. 00'

79' . 21

53" W S 64°43'

74' . 21

N 7°09'36" W 3.99'

S 23°18'57" E

IESI MO CHAMP LANDFILL LLC

29. 97'

375 374

19293/5094 LEASED TO FRED WEBER, INC

NO TITLE COMMITMENT PROVIDED. TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE PARCEL 7 WITHIN THE SCHEDULE "A" DESCRIPTION

1"=5'

" Mc N EA LPL A C E" ( PB 8 0

BL DG L I NE ( PB 80 PG 33)

390

EASEME 1"=5' NT,NO TI CE & C MO DE OVENAN PT OF T T N O A TURAL SOLI D WAS RESOUR TE MAN CES AGEMEN PER 20 T PROG 433/8 RAM DATED COVER 1 1 S THE 1 2201 2 SAME P DEED 1 ROPERT 9293/5 Y 094.TH AS I S I RECORD S THE ED AGR LAST EEMENT MO DE PT OF WI TH NATURA CONCE L RESO RNI NG THE URCES LANDFI PRI OR SI L L ,BUT M MI LAR DO ANY CUMENT I N THE S ARE REFERE LI NCED T STED I TLE CO MMI TMENT.

L O T 9

" Mc N EA LPL A C E" ( PB 8 0

PG 33)

ENLARGED PLAN V 1"=5'

L O T 1 0

" Mc N EA LPL A C E" ( PB 8 0

PG 33)

NE I DG L BL

EASEME NT,NO TI CE & C MO DE OVENAN PT OF T TO NATURA SOLI L RESO D WAS TE MAN URCES AGEMEN PER 20 T PROG 433/8 RAM DATED COVER 1 1 S THE 1 2201 2 SAME P DEED 1 ROPERT 9293/5 Y 094.TH AS I S I RECORD S THE ED AGR LAST EEMENT MO DE PT OF WI TH NATURA CONCE L RESO RNI NG THE URCES LANDFI PRI OR SI L L ,BUT M MI LAR DO ANY CUMENT I N THE S ARE REFERE LI NCED T STED I TLE CO MMI TMENT.

S 23°02'28" E 2.00'

359.36'

" Mc N EA LPL A C E" ( PB 8 0

L O T 8

391

S 70°3 7' 55" W 23. 00'

S 64°37'02" W 2.44' ENLARGED PLAN U

361.71'

L O T 7

385

382

ENLARGED PLAN T

1"=5'

362.41'

NO ACQUISITION

ENLARGED PLAN S

S 70°3 8' 42" W 22. 92'

N23°11' 48"W

12O420122 2423 CREVE COEUR MILL RD

N23°11' 48"W

370

S 23°02'28" E 3.67'

383

02" W S 64°37' 58' . 21

PB 80 PG 33) (

CHARLES EDWIN QUINBY JR.

N/F IESI MO CHAMP LANDFILL LLC

N/F

MILDRED O SOLEM, TRUSTEE

IESI MO CHAMP LANDFILL LLC 19293/5094

19293/5094

10102/2187

LEASED TO FRED WEBER, INC AS TENANT 19293/5109

LEASED TO FRED WEBER, INC

12O420162

12O420131

2435 CREVE COEUR MILL RD

2443 CREVE COEUR MILL RD

AS TENANT 19293/5109

PLS-2007000085

12O511132

P L

2451 CREVE COEUR MILL RD

NO TITLE COMMITMENT

NO TITLE COMMITMENT PROVIDED.

PROVIDED

TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE

NO TITLE COMMITMENT PROVIDED.

PARCEL 9 WITHIN THE SCHEDULE "A" DESCRIPTION

TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE

NO ACQUISITIONS

12/1/2021

PARCEL 10 WITHIN THE SCHEDULE "A" DESCRIPTION

P L

MSD BASE MAP:

12O & 12P

0' 1 53" E 77. N 64°43'

S 23°02'28" E 3.90'

N/F

S 66°21 ' 51 "W

2.42'

SCALE: 1" = 20'

02" W S 64°37'

NOT FOR CONSTRUCTION

N 65°57' 03" E

20MSD-00522

Existing property and right of way information was provided by St Louis

P L

NO ACQUISITION

County Department of Transportation. The proposed easements and right of

NO ACQUISITION

DESCRI PTI ON

N 65°48'31" E 1.93'

SCALE IN FEET

384

REVI SI ONS

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

393

S 23°02'28" E 1.10'

APP.

376 372

AS TENANT 19293/5109

E-W GATEWAY TIP NO.

PAVEMENT REMOVAL

REV.DATE

T.S.C.L.

STP 5526(646)

PROPOSED CONCRETE REPAIR

N 0

P.R.W.E.

P.D.E.

FEDERAL PROJECT NO.

P.S.E.

AR-1563

L11

NEW R.O.W.

COUNTY PROJECT NO.

way shown hereon are based on said provided documentation. No review has

69 N/F CARROLL D JOINS & LILA J JOINS, TRUSTEES

8291/1956

19309/3982

12O420223

12O510212

2438 CREVE COEUR MILL RD

2442 CREVE COEUR MILL RD OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226459-KEE

COMMITMENT FILE NO 18-226458-KEE

EFFECTIVE DATE 03-06-2018

EFFECTIVE DATE 02-27-2018

ORIGINAL: 12,140 S.F. PSE: 24 S.F. TSCL: 85 S.F. REMAINING: 12,140 S.F.

ORIGINAL: 41,555 S.F. PSE: 147 S.F. TSCL: 687 S.F. REMAINING: 41,555 S.F.

W 32" 7' °5 S66 0.00' 1

00' . 81

8982/2146 12O511088 2458 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

L O T 1

R= 30 L 00 C =2 . h ' S0 d= 5. 7 1 ' ° 24 1 . 30 9 ' 29 3' "W LINE TABLE

39 PG 1 8 )

CL 1 0' ESMT ( PB 339 PG

1 8)

N66°57' 32" E 99. 00'

S 66°21'51" W 69.72'

L2:

N 23°38'09" W 2.20'

L3:

S 23°18'57" E 19.73'

L4:

N 66°24'37" E 21.19'

L5:

N/A

L6:

N 14°33'23" W 16.30'

L7:

N 64°37'02" E 21.79'

L8:

N/A

L9:

N 25°22'58" W 3.94'

L10: S 64°37'02" W 21.58'

L11: N 25°22'58" W 14.94' L12: S 67°16'19" W 27.58' L13: S 24°49'01" E 18.06' L14: S 64°43'53" W 46.94' L15:

" FWI ESTA TES" ( PB 3

00' 30. R= ' 71 25. L= 3' 9 . 24 = E d h C 25" ' °35 7 4 S

L1:

F. 636 537 0275

N/F FRED WEBER INC

NO AQUISITIONS

FRED WEBER INC

W 02" S64°37'

NO ACQUISITION

SHEET 7 OF 15

P L

1 PG 6 3)

NE I DG L BL 20' 8) PB 339 PG 1 (

18)

ORIGINAL: 59,356 S.F. TSCL: 459 S.F. REMAINING: 59,356 S.F.

" RO SE A C RES" ( PB 5

S23°02' 28"E 415.90'

ORIGINAL: 41,561 S.F. PSE: 27 S.F. TSCL: 238 S.F. REMAINING: 41,561 S.F.

339 PG 1 8 )

C.L. (TYP.)

PU BLIC W O RK S

P L

EFFECTIVE DATE 02-27-2018

EFFECTIVE DATE 02-28-2018

EXIST ROW

12/1/2021

INE E L VIC SER

COMMITMENT FILE NO 18-226460-KEE

NE I DG L BL 50' PB 51PG 63) (

L O T 5

OLD REPUBLIC NATIONAL TITLE INS CO

8) PB 339 PG 1 ESMT ( 5'

NE LI LDG 18) 20'B PG 339 (PB

COMMITMENT FILE NO 18-226461-KEE

387

R= 20 . 00 L= ' 30 . Ch d= 60' 27 S2 . 70 0° ' 47 ' 1 7" W

MT 10'ES PG 339 (PB

OLD REPUBLIC NATIONAL TITLE INS CO

389

S23°02' 28"E 415.90'

OLD REPUBLIC NATIONAL TITLE INS CO

' 00 . ' 20 3 R= 2 . 6' 32 . = 8 L W 28 " = d 43 Ch 1 2' ° 9 N6

EXIST ROW

8' =69.9 .00'L 4 7"E R=54 ° 54 ' 'S32 65.19 C hd=

12O420214 2434 CREVE COEUR MILL RD

C.L. (TYP.) L12

20'BLDG LI NE (PB 339 PG 18)

12O420041 2426 CREVE COEUR MILL RD

16" TREE

10'ESMT (PB 339 PG 18)

11291/2428

(U.I.P.)

" FWI ESTA TES" ( PB

N/F

(U.I.P.)

C O MMO NG RO U N D

BOX

26" TREE

SEE ENLARGED DETAIL U THIS SHEET

PG 6 9 )

PULL

(A.T.G.)

42.89' S23°02' 28"E

LILA J JOINS, TRUSTEES

20542/3416

L13

PRI VATE ROAD (PB 339 PG 18)

HAMIDEH KHATAL AZAR

ASPH

386

" J O I N S RESU B" " O F L O T 6O F" " RO SE A C RES" ( PB 2 7 1

ELEC

(U.I.P.)

10'ESMT (PB 339 PG 18)

N/F

N/F CARROLL D JOINS &

(U.I.P.)

SI GN LS

STREET LIGHT

S23°02' 28"E 121.94'

71 72

L11

S23°02' 28"E 150.00'

PG 6 9 )

(U.I.P.)

L 1 5

L O T 6 B

150.00'

" J O I N S RESU B" " O F L O T 6O F" " RO SE A C RES" ( PB 2 7 1

T.S.C.L. L14

S23°02' 28"E 39.21'

50' BL DG L I NE ( PB 51PG 63)

S23°02' 28"E

1 PG 6 3)

S23° 18' 57"E 415.64'

" RO SE A C RES" ( PB 5

373

L O T 6 A

P.S.E.

L10

T.S.C.L.

LINE SERVICE

SERVICE LINE

L O T 7

5' WIDE SIDEWALK

C ROW W SL ' 21 8 0576/231 1

00' 00. 1

L16ASPH

10'ESMT (PB 339 PG 18)

369

381

C.L. (TYP.)

(U.I.P.)

DATE:

ROW PLAN

SEE ENLARGED DETAIL S THIS SHEET

SEE ENLARGED DETAIL T THIS SHEET

CONC

(U.I.P.)

(U.I.P.) 380

(U.I.P.)

(T.B.R.&R.)

S 65°57'03" W 26.71'

BLOCK WALL

(U.I.P.)

P L

(A.T.G.)

699

STA 128+78.78 EX.11.9% PROP.15.0% 11.0'W R.E.

PED.

T.S.C.L.

TELE.

(U.I.P.)

L17 00' . 81

12"

W)RD 40' L( L CREVE COEUR MI

UTI L I TY POL E W/RI SER

TELE. PED.

12"

20' 57.

(U.I.P.)

0 0 + 2 3 1

392

29. 97'

BLOCK WALL

(U.I.P.)

EXIST ROW

(U.I.P.)

CABLE PULLBOX

379

' 21 59.

BLOCK WALL

0 0 + 1 3 1

MAILBOX 12"

35. 00'

S 66°21 ' 51 "W

92°12'10"

88°06'34"

(U.I.P.)

(A.T.G.)

26. 71 '

29. 98'

388

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

8.29' N 65°57' 03" E

1 00. 00'

(U.I.P.)

SEE ENLARGED DETAIL V THIS SHEET

(U.I.P.)

ROW PLANS

MAILBOX

(A.T.G.) EXI ST ROW

TELE. PED.

EXI ST ROW

12"

(U.I.P.)

W/LIGHT

130+00

MAILBOX

12"

N 65°57' 03" E

UTILITY POLE

399

PB 80 PG 33) W ROW ( 5' TORNADO SIREN W)RD 40' L( L I M R U E O C E V E R C W/SOLAR PANEL

R= 54 Ch d= . 1.9 00' L 8' S7 =1.9 8' 1° 05 ' 23 "E

SERVICE LINE

1 2 9 + 0 0

(U.I.P.)

378

AT&T

E LINE SERVIC

AT&T

W/RISER

(U.I.P.)

LL RD CREVE COEUR MI

UTILITY POLE

MAILBOX

W)RD 40' L( L CREVE COEUR MI

LINE SERVICE

AT&T

DRIVE

6" 6"

ASPH

SERVICE LINE

STA 130+57.03 EX.-3.3% PRO P.-7.0% 17.25'W R.E.

SERVICE LINE

ASPH

P L

AT&T

ASPH

PB 80 PG 33) (

ROW

SERVICE LINE

1 2" CMP

EXIST ROW

RESURFACI NG

W 5'

AT&T

STA 130+28.34 EX.3.0% PROP.1.5% 17.0'W R.E.

1 5" RCP

05 04. 32+ PI1

AT&T

T. 636 537 5585

60' 350. AT&T

AT&T

TH OM A S P A TR ICK CT

(U.I.P.)

08' . 21 1

(U.I.P.)

EXI ST ROW

UTILITY POLE

03' 46.

R= 54 .0 C h 0' S0 d=4 L=4 6 1° 4 30 .87 .27 ' ' 29 ' "W

(U.I.P.)

PHONE ESMT 12" CMP 71 71 /1 1 28 FL 522.37

Chest er f i el d,M i ssour i63017

W PHONE ESMT 0' 1 4 1 1 /1 71 71

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

(U.I.P.)

4 1 29. + 31 PT 1

74. 40'

EXIST ROW

FL 523.09

CREVE COEUR M I LL ROAD

12" CMP

FL 519.13 1 0' W

REPLACE 9' OF DRIVEWAY SEE SHEET 7 (MATCH EXISTING)

TRA N SPO RTA TIO N

property boundary surveys.

15" CONC FES

(U.I.P.)

standards for

NE C.L.STA 133+00.00 MATCHLI

do not constitute a boundary survey that meets the Missouri

REPLACE 4' OF DRIVEWAY SEE SHEET 7 (MATCH EXISTING)

SERVICE LINE

M ATCHLI NE C.L.STA 128+00. 00

been made relative to the accuracy of the provided information. These plans

DESIGNED:

TWC

L O T 2

" FWI ESTA TES" ( PB 3 39 PG 1 8 )

DRAWN:

TWC CHECKED:

STS SHEET SEQUENCE:

S 70°37'55" W 23.00'

S23°02' 28"

L16: S 64°43'53" W 21.74' R L17: N 25°22'58" W 1.06' = 5 4 . ' C 0 0 S h 0 0 ' ' 7 d . L = 4 4 73 ' 5 ° 83 =9 . 19 W = 0 R 47 6. 4" 5 .9 6. = 4 1 2 9 ' L d= 2' 2 5 ' 3' 3 h " ° C E 9 2 S

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\13_AR-1563_RW.dgn

ESM T W C L 10' 3 3) 0 PG (PB 8

P L

5' WIDE SIDEWALK

405

OW ST R EXI

66 JEFFREY LINDSEY & ERICA MORGAN H/W

2458 CREVE COEUR MILL RD

NO ACQUISITION

) 8 PB 339 PG 1 (

8) 1

00' E 99. 32" 7' N66°5

T 10'ESM 3 9 PG (PB 3

TES" ESTA FWI " ) 8 PB 339 PG 1 (

C V P " 8 MT D ES W MS 0' CL 1 7 1 2 2 / 7 41 1 1

2466 CREVE COEUR MILL RD

OLD REPUBLIC NATIONAL

L C

STA 5+ 48. 42 1 3. 0' W R. E. 12O1-036D

(A.T.G.)

ESMT ELEC 2' x 2' 355 /1 3 5 1 3 1

L22

L2 1

5'x5' ELEC ESMT

436

L1 9

435

L20

13153/1355 UTILITY POLE

437

W/RISER

ASPH

434

S80°0 (U.I.P.) 6' 50" W 89. 77' SLC R

(U.I.P.) WM

OW 9 944/2 AFFI 09 & DAVI T 1 01 37/24 45

(U.I.P.)

A DJ U STED PA RC EL 1

T 513.72

FL NW 505.83

7591/423

697 12O511044 2490 CREVE COEUR MILL RD

NOT FOR CONSTRUCTION

G 32)

432

EFFECTIVE DATE 03-23-2018

ORIGINAL: 41,473 S.F. PSE: 102 S.F. TSCL: 513 S.F. REMAINING: 41,473 S.F.

402

1 0' W MS D

ES MT

99 39 /9 3

686

413

690

S80°0 6' 50" W 48. 08

N/F STEVE SANDERS, A MARRIED PERSON 16604/300

' 51 66. 02" E 7' 3 ° 4 N 6

L30

408

407

N 25°27'27" W 5.45'

412

0 0 + 6 3 2

S 18°02'09" W 13.88'

ENLARGED PLAN ZZ

OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226454-KEE

411

12O511066 2494 CREVE COEUR MILL RD

1"=5'

N 23°02'28" W 5.00'

CHARLES EDWIN QUINBY JR. PLS-2007000085

L4 410

409

S 21°01'26" W 5.31'

0.72'

L29

401 404

S09°53'10"E 1.00'

414

S 65°53'59" W 3.10'

N80°06'50"E 0.80'

ORIGINAL: 54,981 S.F. PDE: 630 S.F. PSE: 52 S.F. TSCL: 1,253 S.F. REMAINING: 54,981 S.F.

29 L L30

EFFECTIVE DATE 03-23-2018

NO ACQUISITION

DESIGNED:

TWC DRAWN:

12/1/2021

403

ENLARGED PLAN W

ENLARGED PLAN X 1"=5'

ENLARGED PLAN Y 1"=5'

TWC

Existing property and right of way information was provided by St Louis

CHECKED:

STS

County Department of Transportation. The proposed easements and right of way shown hereon are based on said provided documentation. No review has been made relative to the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri

standards for

SHEET SEQUENCE:

property boundary surveys.

' 4 15.90

RV EY US SU Y R "HENR

28"E 2' S23° 0

1"=5'

DESCRI PTI ON

REVI SI ONS

A DJ U STED PA RC EL 2

" BNDR YA DJ U STME NT P " SA NDER L A T" S A C R ( PB 3 ES" 1 9P

N/F

EFFECTIVE DATE 02-27-2018

APP. BY REV.DATE

W " 0 '1 3 ' 5 0 ° 0 9 1. 0 2 N

12/1/2021 F. 636 537 0275

STEVEN R & CINDY K SANDERS

0.98'

N 23°02'28" W 4.85'

438

21 3. 52'

" BNDR YA DJ U STME NT P " SA N L A DERS T" (U.I.P.) A C R ( PB 3 E S" 1 9 PG 64 32)

EX STM MH

OLD REPUBLIC NATIONAL TITLE INS CO

400

D 4 1 S 2 M 2 / W 7 ' 1 10 14 1

(RELOC)

AGG

433

DATE: MAILBOX

1 1 4. 29'

L1 8 20' BLDG LI NE ( PB 31 9 PG 32)

(U.I.P.)

1 37 + 0 0

L1 7

COMMITMENT FILE NO 18-226455-KEE

N 64°37'02" E 2.89'

M S E

W/RISER

430

658

12" TREE

18-226456-KEE

EFFECTIVE DATE 02-27-2018

N 46°10'56" E 3.08'

AT&T

5' WIDE SIDEWALK UTILITY POLE

GI 7

COMMITMENT FILE NO

COMMITMENT FILE NO 18-226457-KEE

ORIGINAL: 41,555 S.F. PSE: 12 S.F. TSCL: 415 S.F. REMAINING: 41,555 S.F.

1 0' W GA S ESM T 6406/ 2059 EXI ST RO W

1 435. 79

TITLE INS CO

OLD REPUBLIC NATIONAL TITLE INS CO

' 109.4 6 28"E 2' S23° 0

18)

T 2 O L

MILL RD

3) PG 6 1 PB 5 (

12O510340

' 4 15.90 28"E 2' S23° 0

TES" ESTA FWI "

12O510362

2474 CREVE COEUR

RES" C SE A RO "

INSTALL NEW GRATED INLET

429

24 "C ON FL C 50 FE 3. S 30

18.08' 10"E 3 9' S22° 5 15.91' 10"E 4 9' S22° 5

PROVIDED

.62' "E 90

NO TITLE COMMITMENT

22982/2321

N/F

FRED WEBER INC

T 1 O L

S 80° 06' 50" W

(A.T.G.)

T. S. C. L.

S 67°27'10" W 21.12'

48. 08'

696

FL SW 503.92

9877/466

8" PV C

N/F

698 10" W 59' N 22° 7.62'

3) PG 6 1 PB 5 (

RELOCATE FIRE HYDRANT OUT OF SIDEWALK

275 9168/1 SM T 1 M SD E

RES" C SE A RO "

271 9168/1 SM T 1 M SD E

12O511088

SEE ENLARGED DETAIL X THIS SHEET

W 5'

T 2 O L

28 2' S23° 0

8982/2146

NE LI BLDG 50' 63) G P 1 PB 5 (

SEE ENLARGED DETAIL Y THIS SHEET NE LI BLDG 50' 3) PG 6 1 5 PB (

18)

FRED WEBER INC

B L SOUTH SIDE SIDEWALK

P L

G 339 P T (PB

N/F

418

W 5'

5'ESM

(U.I.P.)

INE CE L SERVI

W 02" 37' S64° 73' . 91

428

8" TREE (T.B.R.)

N 80° 1 2' 09" E 336. 98'

AT&T

(U.I.P.) C.L. (TYP.)

TELE. PED.

P L

OW LC R W S ' 21 8 231 / 6 7 05 1

AT&T

S80°0 6' 50" W

427

422

L28

SHEET 8 OF 15

417 406

426

421 683

L1 5

L1 4

C.L. (TYP.)

(T.B.R.)

PU BLIC W O RK S

416

AGG

419

S 0 E. D. P. 9 ° 5 1. 3 0 6 L1 0 '10 ' " E

8" TREE

ROW PLAN

(U.I.P.)

NE LI BLDG 8) 20' 1 9 PG 3 3 PB (

L 8

L. C. S. T. WM

G 339 P

420

MH 7

T. S. C. L.

R. O. W.

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

1 L1

0 L1

33 L

E 1 2460 /1 863 L1 3

(A.T.G.)

00' 00. 1 L2 L1

L5 L6

ASPH

L 32 SLC P S

L 1 2

(T.B.R.)

SEE ENLARGED DETAIL ZZ THIS SHEET

S 80° 06' 50" W

S 2 3 ° 2 02 1 ' . 0 28 2 ' "E

AG G

.00 3+00 3 1 A L.ST . C NE LI H C T MA

OW ST R EXI

(U.I.P.)W/RISER

PB ( ESMT 0' CL 1

00'L31 200. L34

P. S. E.

L36 C3

7" TREE

(U.I.P.)

1 477. 1 3'

INSTALL 12" RCP

423

APPRO XI MATE 1 0' W PH ONE E ( NORTH SMT 7 209/ OF SI DEWA 895 LK)

L2 7

440

687

EXIST ROW

MAILBOX 2" 1

L35

2" 1

N80°0 6' 50" E 1 457. 35'

1 36 + 0 0

(U.I.P.)

(RELOC.)

UTILITY POLE

SLC PSE 1 2460/1 866

424

431

(U.I.P.)

FL SW 511.40

447

ORIGINAL: 2,612,064 S.F. NEW ROW: 36,858 S.F. TSCL: 9,066 S.F. REMAINING: 2,575,211 S.F.

PEDESTAL

ESMT 5' 8) 1 9 PG 3 PB 3 (

78°30'24"

GUY WIRE

(U.I.P.)

0 0 + 35 1

688

24" RC P

5 22.2 134 + STA .5% EX.8 .1.5% PRO P R.E. 'W 19.25

2" 1

W/RISER

(U.I.P.)

CABLE PULLBOX

WV W (A.T.G.) 02" 00' 37' 00. 1 S64°

(U.I.P.) TELEPHONE

T 1 O L

694

MAILBOX

(A.T.G.)

FL NE 511.63

ESMT GATE POST 1 5" RCP

N80°0 6' 50" E GAS VALVE

S 25°22'58"E 425 1.00' 684

SEE ENLARGED DETAIL W THIS SHEET

442

W/LIGHT

1 0' WI DE GA S

1 0' W GA S ESM T 6406/ 2059

21 . 57'

441 AT&T

UTILITY POLE

(U.I.P.)

ASPH

439

RD L L I R M 415 U E O C C.L. (TYP.) VE 0 0 + 4 CRE 3 1 6"

E " 48 ' 1 1 3° 0' S2 5 9.

L26

" 00 5' °1 70

AT&T

OW ST R EXI

OW W R 5' 3) PG 3 0 8 PB (

W " 8 '4 11 ' ° 00 3 . 2 5 N

34' 95. E 1 8" 5 ' °42 N60

64° N AT&T

06' 24. 1

TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE PARCEL 10 WITHIN THE SCHEDULE "A" DESCRIPTION

OW W R 5' 897 74/1 91 1

E PSD SLC 902 1 / 4 7 E 91 1 PSD SLC 3' 0 . 58 1

(U.I.P.)

STA 134 +86. 89 EX.-3.2% PROP.-6.4% 13.5'W R.E.

NO TITLE COMMITMENT PROVIDED.

N77°50' 1 3" E 40. 1 7' DE S P SLC 902 74/1 91 1 PSDE ' 8 7 . 75 E 2" 1 ASPH 5 0'

SBC PULLBOX

FL S 510.39

(U.I.P.) L25

T 514.02

T. 636 537 5585

2451 CREVE COEUR MILL RD

8" PV C

12O511132

84 88. 34+ PC 1

AS TENANT 19293/5109

2" 1

FL NE 510.48 (15" RCP)

(U.I.P.)

LEASED TO FRED WEBER, INC

NO ACQUISITION

FL NE 510.42 (18" RCP)

446

Chest er f i el d,M i ssour i63017

19293/5094

(U.I.P.)

T 514.44

PULL BOX TRAFFIC

GATE POST

L24

N/F IESI MO CHAMP LANDFILL LLC

E " 0 5 ' 6 ' 0 8 ° .7 0 8 19 N

FO PULLBOX

CURB INLET

(U.I.P.)

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

EX STM

(U.I.P.)

CURB INLET

TRA N SPO RTA TIO N

UTILITY POLE

EFFECTIVE DATE 03-27-2018

EX STM

RESURFACI NG

PV C

LIGHT

CREVE COEUR M I LL ROAD

S 22°59'10" E 3.07'

(U.I.P.)

L36:

ATT CONTROL BOX

138+0 0.00

S 22°59'10" E 0.90'

ATT PULLBOX

L35:

ROAD ESMT TO C ECTRI ON EL UNI T A BI 59 EXHI 9293/51 1

HLI NE C . L.STA

N 65°57'44" E 72.00'

EFFECTIVE DATE 03-27-2018 PAR 13 COMMITMENT FILE NO 18-226431-KEE

M ATC

L34:

N 80°16'05" E 40.54'

PAR 12 COMMITMENT FILE NO 18-226430-KEE

AT &T

L17:

(U.I.P.)

X APPRO ESM T PHO NE 262 7632/

N 71°40'04" E 15.49'

P L

N 76°13'06" E 23.75'

L33:

W/RISER

L32:

EFFECTIVE DATE 03-27-2018

UTILITY POLE

L ' 34 5.13 4 8"W 1' N23° 1

S 88°53'36" W 16.35'

L16: N 67°27'10" E 28.23'

8" PV C

L15:

(U.I.P.)

OLD REPUBLIC NATIONAL TITLE INS CO PAR 11 COMMITMENT FILE NO 18-226429-KEE

L23

N 64°37'02" E 49.66'

P L

L31:

FL SE 509.33

S09° 5 3' 10"E 309.8 S09° 5 0' 3' 10"E 288.8 0'

L14: S 79°34'23" W 7.66'

FL N 509.34

S 65°57'44" W 30.58'

L30:

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

L13: S 85°07'27" W 19.00'

DROP NW 514.63

N 64°37'02" E 30.60'

L29:

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

SEE ENLARGED DETAIL Z THIS SHEET

L12: S 75°41'15" W 11.39'

FL NW 509.38

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

L28: N 80°22'39" E 275.98'

443

L11: S 67°45'27" W 14.15'

EX SAN MH T 521.38

L27: N 89°58'03" E 6.46'

6167/302 & 6167/303

5 OF 8)

L10: S 66°31'42" W 20.23'

12O1-0023S

STA 136+8 1.09 EX.-1 3.0% PRO P .-20. 0% 25.25 'W R.E.

L26: N 80°12'09" E 47.15'

L25: N 80°12'09" E 26.71''

S 15°38'57" E 10.57'

S 76°06'38" W 23.23'

L9:

12O & 12P

N/F

L8:

MSD BASE MAP: N 80° 1 2' 09" E 336. 98'

PATTONVILLE R-3 SCHOOL DISTRICT

9°53'10" W 19.35'

ST EX A 1 3 PR .3. 6+2 6% O 1.5 36 P 6 .0 .3. 'W 6% C. E.

L24: N

28" E ° 02' S 23 6.90'

N 81°19'53" W 13.07'

PT 1 35+ 94. 32

L7:

NE LI BLDG 3) PG 3 0 8 PB (

8 '

9°53'10" W 2.23'

13 .8

L23: N

5 .9 0

L22: N 80°25'28" E 57.18'

S 78°13'32" W 4.16'

2 .0 5

S 51°33'34" W 15.35'

L6:

C I L ROAD EXTENDS NORTH OF ANY KNOWN PUBL L ED PAVEMENT OF CREVE COEUR MI THE TRAVEL 3 2 & 1 ,1 1 ECT PARCEL 1 ESS OF PROJ GHT OF WAY OVER THE WESTERN 875 FEET MORE OR L RI S PAVEMENT MAY HAVE AL PHOTOS SUGGEST THAT THI )AERI . GH SCHOOL E HI L L A.PATTONVI K. A. ( ) 4 ON SHEET 1 SEE NOTE 1 .( GH SCHOOL ME AS THE HI MATE TI T AT THE SAME APPROXI L BEEN BUI

L5:

0 PG 33) PB 8 (

L21: N 11°29'14" E 5.20'

20MSD-00522

1"=5'

S 64°37'02" W 31.80'

E" C A LPL EA N Mc "

L4:

9°53'10" W 12.31'

L20: N

MSD:

SCALE: 1" = 20'

ENLARGED PLAN Z

S 56°25'34" W 12.10'

SCALE IN FEET

444

R=369.00 L=7.12'

L3:

1 T 1 O L

9°53'10" E 14.19'

L25

R=173.32 L=3.01'

C RI ELEC T W 15' 45 1566/2 ESM T

L19: N 80°20'47" E 35.28'

.20'

L18: S

S 72°03'31" W 8.25'

E ESM T ESTAT W 10' 33 ) 0 PG O (PB 8 ANT T C O V EN CE & C ES R U O TI O ENT,N L RES EASEM RAM ATURA G N O N T PR PT O F HE AG EM E M O DE N ERS T TE M A 2 CO V D W AS 12-201 94 SO LI ED 1193/50 8 DAT D 192 04 33/ S DEE PER 2 RTY A PRO PE SAM E

S 65°26'09" W 41.02'

L2:

4' 34 7.5 4 8"W 1' 4' N23° 1 352.5 4 8"W 1' N23° 1

L1:

R=369.00' L=50.31'

L26

CL=7.12' CB= N79°33'39"E

1133 F W "/ 4 2N 2' LLC N23° 0 CHAM P LANDFILL R ESIM O I LO CATO KNO W N 5094 NO ARATE 19293/ NO SEP DRESS. R O R AD DED. PRO VI NUM BE TM ENT MI D,BUT TLE CO M TI S A RO A BELED A M ES LA I . D E SO M ET M PRO V UN I 177 4 795/ ESM T

LINE TABLE

C5:

NE LI LO T E N LI EAST 0 PG "(PB 2

LINE TABLE

ATER ATE W

P.D.E.

STP 5526(646)

6834D-21

" 6 4 ' 4 ' 4 ° 04 8 . 3 6

R=369.00' L=42.36'

CL=3.01' CB= N75°43'16"E

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

E-W GATEWAY TIP NO.

CL=50.28' CB= S68°31'24"W C4:

'0 9 "

33)

0 2

PAVEMENT REMOVAL

C3:

CL=42.34' CB=S 75°43'07"W

T.S.C.L.

EASE MENT ,NOT MO D I CE & EPT COVE OF N SOLI NANT ATUR D WA TO AL R STE ESOU MANA PER RCES GEME 2043 NT P 3/8 COVE R OGRA DATE RS T M D 1 1 HE S 1 DEED 2201 AME 2 1 9293 PROP /509 E R TY A 4.TH RECO S I S I RDED S TH MO D AGRE E LA EPT EMEN ST OF N T WI ATUR CONC TH AL R ERNI NG T ESOU MANY HE L R CES ANDF PRI OR S I LL,B ARE I MI UT LAR LI STED DOCU I MENT N TH S E RE TI TLE FERE COMM NCED I TMEN T.

RV EY US SU 282

PROPOSED CONCRETE REPAIR

" Mc NEA L PL A C ( E" PB 8 0 PG

V PR I W 3' 2 & 9 9 RV EY US SU L Y RUH "HENR

P.R.W.E.

C2:

FEDERAL PROJECT NO.

R=173.32 L=28.02

CL=27.99 CB=N 70°35'34.86" E

'0 9 "

L O T 1 1

445

ROW PLANS

C1: ROAD ESMT TO UNI ON E LECT 1 9293 RI C /51 59 E XHI BI T A

PROPOSED CONCRETE SIDEWALK

P.S.E.

CURVE TABLE

0 2

PROPOSED MILL AND OVERLAY

AR-1563

10 'W 12 M 4 S 6 D 0 / 18 ES 6 MT 0

LEGEND NEW R.O.W.

COUNTY PROJECT NO.

" RO SE A C RES" ( PB 5 1 P G6 3)

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\14_AR-1563_RW.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO. CHARLES EDWIN QUINBY JR.

6167/302 & 6167/303

20MSD-00522 PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

MSD BASE MAP:

8/5/2022

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

way shown hereon are based on said provided documentation. No review has

FL SE 506.65

50.00'

VC P

UTILITY POLE W/RISER (U.I.P.)

N80°22'39"E 275.98'

R.O.W.

L8:

N 80°37'29" E 58.27'

L9:

N 80°26'47" E 86.82'

CONC. CURB

EX SAN MH

461

462

CURB INLET T 514.17 FL SW 507.76

ASPH TRAFFIC SIGNAL

(U.I.P.)

459

SIGNAL

FL N 510.46 FL NE 510.37

THE TRAVELED PAVEMENT OF CREVE COEUR MILL ROAD EXTENDS NORTH OF ANY KNOWN PUBLIC

FL SW 510.31

RIGHT OF WAY OVER THE WESTERN 875 FEET MORE OR LESS OF PROJECT PARCEL 11, 12 & 13 (A.K.A. PATTONVILLE HIGH SCHOOL.) AERIAL PHOTOS SUGGEST THAT THIS PAVEMENT MAY HAVE

(U.I.P.)

BEEN BUILT AT THE SAME APPROXIMATE TIME AS THE HIGH SCHOOL. (SEE NOTE 14 ON SHEET 1)

FL SE 507.84

N80°06'50"E 100.00'

4 L

T 514.78

EX STM

(U.I.P.)

R=20.00' L=10.65' CB=S 84°37'43" E CL=10.53

SHOWN APPROXIMATELY ON THE RECORDED EASEMENT EXHIBIT.

2" RCP 1

REVI SI ONS

FROM LONG ESTABLISHED PAVEMENT AND SIDEWALKS

CURVE TABLE C1:

(U.I.P.) 691 P 6" VC

5' WIDE SIDEWALK

CONC. CURB (U.I.P.) P 6" VC

467

C.L. (TYP.)

463

APPROXIMATE 10'W PHONE ESMT 7209/ 895 (NORTH OF SIDEWALK)

1 2" RC P

T.S.C.L.

N 79°56'57" E 94.73'

C R

10" TREE

(T.B.R.) N 80°45'37" E 129.82'

R.O.W.

" 0 3

LOOP

N80°12'09"E 336.98'

( PB 96 PG 32)

" VOHSEN PARK" " PLAT NO 4"

( PB 9 6 PG 3 2 )

CI TY ROW 255 PG 56) (PB

RC P

FITTING

R TE WA SMT RM E ) O (U.I.P.) ST L 56 RO G NT 5 P O BLDG LINE C 25 PB (PB 255 PG 56) (

ESMT (PB 255 PG 56)

12O1-003S EX SAN MH T 511.31

FL NW 505.46 FL SE 505.37 FL W 505.93

(U.I.P.)

TRAFFIC

8/5/2022

2"RCP 1

60 N/F CREVE COEUR MILL CONDOMINIUMS AKA CARRIAGE PARC CONDOMINIUMS (OR AS OTHERWISE AMENDED) COMMON ELEMENT

19.00' 32' 3.

31.00' S09°51' 00"E

LOCATOR NUMBER UNKNOWN

' "E 0 9 2 . '2 4 0 9 °1 = L 5 ' 3 0 N 0 . 2' 0 6 .8 = 4 R 8 = d h C

EA S EMEN T PL A T

CONDO DECLARATIONS AS AMENDED

8095/446, 8127/1852 & 8220/2336

31.00' S80°11'58"W

R E T T ) A SM 6 5 E W M L G R ' P 8 O RO T .5 S NT 55 6 4 2 O C B T "E M ) (P 50 S 2 ' E 3 8 3 W PG ° ' 2 10 6 4 N 9 L C B (P

DATE:

FL 506.35

31.00' N09° 51' 00"W

(U.I .P.)

EX STM

BLDG LINE (PB 255 PG 56) E 00" ' S09°51 98' . 1 1

(T.B.R.&R.)

(U.I.P.)

A) (R& 1' E 12.7 ' 32" L=1 ° 51 67' 29. 8'S23 R=2 .5 =111 C hd ) (R&C ' 5.65 'L=5 32"E 9.67 ° 44' R=22 1'S18 55.5 C hd=

" V O HS EN PA RK " " PL A T N O4 "

GUY WIRE(U.I.P.)

CONTROL BOX

(U.I.P.)

REPLACE EXISTING ASPHALT CURB WITH TYPE 'S' CONC. CURB

2022042700470

TRAFFIC SIGNAL

C) ( 45' 4. 1 R)1 ( ' 21 5. 1 1 W 28" S77°26'

L O T 3 BL O C K1 9

(U.I.P.)

N80°08'22"E 76.45'

SIGNAL

CONC CURB

FL SW 507.61

N/F

(U.I.P.)

CONC CURB

FL NE 510.87 (12" RCP)

" C REV E C O EU R MI L LC O N DO MI N I U MS " " N O W K N O WN A S " " C A RRI A G E PA RC C O N DO MI N I U MS "

2506, 2524, 2542 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

31.00' N80°11'58"E

DESIGNED:

TWC

BU I L DI N G S 1 , 2& 3

N80°11'58"E

" FI RS T A MEN DMEN T O F" " C O N DO PL A T C REV E C O EU R MI L LC O N DO S "

31.00' 12'

( PB 2 5 5 PG 5 6 ) ( N A ME C HA N G E DB 8 2 2 0 PG 2 3 3 6 )

CREVE COEUR M I LL ROAD

R= 22 9. Ch 67 d= ' L= 8. 8. 02 02 ' S1 ' ( R& 0° C) 48 ' 03 " E

(U.I.P.)

EXIST ROW

95.00'

142+00

W/LIGHT

ST.LOUIS COUNTY

CL VARI ABLE W I DTH RESERVE AREA FOR PARKI NG,I NGRESS & EGRESS,SEW ERS & UTI LI TI ES (PB 255 PG 56)

60.0' (Rec) 58.69' (Cal c)

( PB 96 PG 32)

( PB 9 6 PG 3 2 )

" VOHSEN PARK" " PLAT NO 4"

LOT 2 BLOCK 1 9

" V O HS EN PA RK " " PL A T N O4 "

(U.I.P.)

FL NE 507.70 (30" RCP) UTILITY POLE

' "W t) 94 0 1 CONC SIDEWALK c . A 4 0' 1 5 (U.I.P.) ° & = L 5 c ' 3 e 0 S (R .0 7' 5 3 .4 = 9 R 4 = d h C

(A) 35' 78. E (R) 6' 32" ' 1' 8.3 L=28.72 3° 5 L=7 'S2 67' 59. 77.57 R=1 = C hd

S09°53' 10"E 288.80'

EFFECTIVE DATE 03-23-2018

L O T 2 BL O C K1 9

LOT 3 BLOCK 1 9

COMMITMENT FILE NO 18-226454-KEE

S09°53' 10"E 72.04' (R&C)

OLD REPUBLIC NATIONAL TITLE INS CO

9°53' 10"E 86.03' (R&C)

12O511066 2494 CREVE COEUR MILL RD

CHAIN LINK FENCE

T 515.29

S 0 9 ° 5 5 .0 3 0 '10 ' " E

N80°08'22"E 105.07'(R) 105.08'(A)

13.00'

5' W

8" PVC

CURB INLET

481

S09°48' 02"E 84.05' (R&A)

ORIGINAL: 8,489 S.F. TSCL: 297 S.F. REMAINING: 8,489 S.F.

LOOP

ROW (PB 255 PG 56) OF MARYLAND HEI GHTS

EFFECTIVE DATE 02-28-2018

SIGNAL

10' W CI TY

COMMITMENT FILE NO 18-226453-KEE

S80°06'50"W

AT&T

EX STM

FL S 500.80

12O1-017D

P LA CE

OLD REPUBLIC NATIONAL TITLE INS CO

465

FL NE 500.80

(U.I.P.)

44.28'

PUBLI C ROW (PB 96 PG 32) CI TY OF MARYLAND HEI GHTS

2498 CREVE COEUR MILL RD

FL SE 507.34

60' W

(U.I.P.)

12O510506

FL NW 503.23

5'W ROW (PB 96 PG 32)

N80°08'22"E

B EN N IN G TON

FO PULLBOX

LOT 1 BLOCK 1 9

30'BLDG LI NE (PB 96 PG 32)

JAMES E DAVIS

55.0' (Rec) 54.97' (Cal c)

(A.T.G.)

7076/2345 & 19127/1359 32)

DEW ALK SI

TRAFFIC PULL BOX

115.0'(R) 114.28'(C) S80°06'50"W

16604/300

(U.I.P.)

454

(U.I.P.)

993 9/9 3

STEVE SANDERS, A MARRIED PERSON

TRAFFIC PULL BOX

T 512.27

1477.13'

(U.I.P.)

CREVE COEUR LL ROAD MI

T 511.80

141+00

CURB INLET

41.00'

59' 70.

SIGNAL

452

N/F

96 PG

W/RISER

TRAFFIC

15'ESMT

W/LIGHT(U.I.P.)

P L ESM T

140+00

UTILITY POLE

N09°48' 02"W

25" W ' T.S.C.L.S 80°41

450

(PB

S09°53' 10"E 75.00' (R&C)

9939/93 P L ESMT MSD

N/F

MS D

EX STM

8" VC P

NO ACQUISITION CL 1 0' W

9°53' 10"E 1. 94

(U.I.P.)

455

94.37' K DEWAL CONC.SI

4. 00

IRON FENCE

METER (U.I.P.)

12" RCP

AFFIDAVIT 10137/2445

( PB 3 1 9 PG 3 2 )

(T.B.R.&R)

" VOHSEN PARK" " PLAT NO 4"

SLC ROW 9944/209 &

" BN DRY A DJ U S TMEN T PL A T" " S A N DERS A C RES "

(U.I.P.)

S80°06'50"W

STA 138+69.73 EX.0.6% PROP.1.0% R.E. 11.75'W

CO NC

ASPH

12O1-018D

N80°06'50"E

CONC. CURB

(U.I.P.)

(A.T.G.)

5'W ROW (PB 96 PG 32)

451

9°53' 10"W

S80°06'50"W 89.77'

FO PULLBOX

LOOP

CONC CURB (U.I.P.)

S 0 9 ° 16 53 BLOCK WALL .0 ' (U.I.P.) 1 0 0" SLC ROW 9944/209 & ' E AFFIDAVIT 10137/2445

MAILBOX

SIGNAL

28.00'

8 GV

(A.T.G.)

GRATE INLET

ELECTRIC

( A. T. G. ) WV

453

PULL BOX

12'

R hd =4 =4 2 4 .00 .8 'L 8 'N =4 7 2 . 2 ° 34 2 9 ' '3 1" E

139+00 12"

12"

38" 5' 88°1

5' WIDE SIDEWALK

EX STM

(A.T.G.)

EXIST ROW

AT&T

TRAFFIC

ASPH

R = L 2 C = 0 N 5 hd 31 .0 4 0 = . ° 2 45 ' 5 8 0 .3 ' '3 1 6 ' " W

6 '1 7

DRIVE

AT&T

24 "

REPLACE WATER VALVE LID AND A.T.G.

30" RCP

N80°06'50"E 1457.35' (PAR 11, 12 & 13)

(U.I.P.)

T M G ES P 5 25

) 56

" N O W K N O WN A S " " C A RRI A G E PA RC C O N DO MI N I U MS "

PB (

( PB 2 5 9 PG 6 9 ) ( N A ME C HA N G E DB 8 2 2 0 PG 2 3 3 6 )

) 56 T M G ES P 5 25

LOOP

30" RCP

CONC. CURB

ST CO O R NT M W (P AT RO B ER L 25 ES 5 PG M T 56 ) C hd R= =1 91 . 2 8 00 .6 ' 4 L= 'S 14 2 3 . 5 ° 86 10 ' '2 9 "W

SIGNAL

464

BLDG LI NE (PB 255 PG 56)

(U.I.P.)

6406/2059

CONC.

(T.B.R.)

0' .0 20 3' R= 26.1 31' . L= 24 3"W 2 d= ' Ch ° 41 2 S4

(T.B.R.&R.)

UTILITY POLE

CONC

(A.T.G.)

PI1 39+ 91 . 70

AT&T

10'W GAS ESMT

466

6406/2059

(A.T.G.)

N80°06'50"E 100.00'

(U.I.P.)

S09°48' 02"E 115.0' (Rec) 113.66' (Act)

STA 138+39.02 EX.4.5% PRO P.1.5% R.E. 9.75'W

AT&T

TELE. PED.

MAILBOX

SIGNAL 8" VC P

1477.13'

TRAFFIC

382.6'(Estimated) (U.I.P.) S 80°06'50" W 1435.79

10'W GAS ESMT

(A.T.G.)

487.6'(Record)

CONC CURB EXIST ROW

N80°05'13"E 135.78'

N80°08'53"E 93.13'

PULL BOX

449

448

6406/2059

C.L. (TYP.) N80°06'50"E 1457.35' (PAR 11, 12 & 13)

N80°06'21"E 135.05'

CONC.SI DEWAL K

TRAFFIC

10'W GAS ESMT

N80°06'50"E

CONC.SI DEWAL K

( PB 96 PG 32)

A DJ U S TED PA RC EL2

T.S.C.L.

LOCATION OF THE EASEMENT HAS BEEN ESTIMATED

S 46°23'42" E 11.19'

7 L

SEE ENLARGED DETAIL AA THIS SHEET NEW ROW

MATCHLI NE C.L.STA 138+00.00

(U.I.P.)

460

CO NC

PLUG

GUY WIRE

659

N09°53' 10"W

(NORTH OF CHAIN LINK FENCE)

14.88'

LINE SERVICE

APPROXIMATE 10'W PHONE ESMT 7209/ 895

N 80°56'23" E

N 9°37'21" W 14.56

N 80°06'50" E 39.13'

L7:

HAS BEEN IGNORED AND THE INTENDED

SHEET 9 OF 15

FL NE 508.13

S 9°37'21" E 13.95'

N 18°57'48" E 9.65'

L6:

8" PVC

FL NW 507.42

L5:

WEST LINE OF PARCEL 11, 12 & 13

PU BLIC W O RK S

660

FL N (PLUG)

THE RECORD DIMENSION 487.6' FROM THE

SCALE: 1" = 20'

ROW PLAN

T 513.93

N 76°59'57" E 13.52'

F. 636 537 0275

EX SAN MH

P.D.E.

L4:

SCALE IN FEET

9°53'10" E 1.94'

T. 636 537 5585

(U.I.P.)

ESTIMATED LOCATION OF 50'x100' SLC PTSE 13089/2140

9°53'10" W 4.00'

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

SCHOOL SIGN

12O1-008S

L3:

N09°53' 10"W

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

S 80°06'50" W 33.94'

TRA N SPO RTA TIO N

CONC. W/ ELECTRONIC

L2:

RESURFACI NG

ESTIMATED LOCATION OF 50'X100' SLC PTSE

PAVEMENT REMOVAL

(U.I.P.)

REV.DATE

FL NE 509.43

MATCHLI NE C.L.STA 143+00.00

FL NW 509.53

0 LINE TABLE L1:

50.00'

T 514.11

ORIGINAL: 2,612,064 S.F. NEW ROW: 36,858 S.F. TSCL: 9,066 S.F. REMAINING: 2,575,211 S.F.

STA 139+91.70 EX.3.7% PROP.4.8% 35.5'W C.E.

CURB INLET

PROPOSED CONCRETE REPAIR

T.S.C.L.

P A TTON V ILLE H IG H SCH OOL EN TR Y /EX IT

EX STM

PROPOSED CONCRETE SIDEWALK

P.R.W.E.

EFFECTIVE DATE 03-27-2018

1"=5'

PROPOSED MILL AND OVERLAY

P.S.E.

standards for

property boundary surveys.

APP.

do not constitute a boundary survey that meets the Missouri

EFFECTIVE DATE 03-27-2018 PAR 13 COMMITMENT FILE NO 18-226431-KEE

DESCRI PTI ON

been made relative to the accuracy of the provided information. These plans

PAR 12 COMMITMENT FILE NO 18-226430-KEE

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

EFFECTIVE DATE 03-27-2018

N80°10'14"E 0.63'

NOT FOR CONSTRUCTION

County Department of Transportation. The proposed easements and right of

OLD REPUBLIC NATIONAL TITLE INS CO PAR 11 COMMITMENT FILE NO 18-226429-KEE

ENLARGED DETAIL AA

NEW R.O.W.

12O & 12P

Existing property and right of way information was provided by St Louis

Chest er f i el d,M i ssour i63017

N10°37'01"W 0.43'

457

LEGEND

MSD:

ROW PLANS

458

456

6834D-21

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

E 25" N80°24' 8.89'

E 39" N80°22' 336.98'

PLS-2007000085

PATTONVILLE R-3 SCHOOL DISTRICT

692

E-W GATEWAY TIP NO. YO

N/F

STP 5526(646)

PB (

) t Ac &

DRAWN:

TWC CHECKED:

STS SHEET SEQUENCE:

N80°09'00"E 271.19'(R&C) N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\15_AR-1563_RW.dgn N80°09'00"E 60.00'(R&C)

N80°09'00"E 60.00'(R&C)

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646)

CHARLES EDWIN QUINBY JR.

E-W GATEWAY TIP NO. YO

6834D-21

LEGEND

MSD:

20MSD-00522

PROPOSED MILL AND OVERLAY

NEW R.O.W. 8/5/2022

12O & 12P

PROPOSED CONCRETE SIDEWALK

P.S.E.

Existing property and right of way information was provided by St Louis County Department of Transportation. The proposed easements and right of

MSD BASE MAP:

P.R.W.E.

PROPOSED CONCRETE REPAIR

T.S.C.L.

PAVEMENT REMOVAL

NOT FOR CONSTRUCTION

PLS-2007000085

do not constitute a boundary survey that meets the Missouri

SCALE IN FEET

standards for

SCALE: 1" = 20'

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

property boundary surveys.

N REVI SI ONS

P.D.E.

N/F PATTONVILLE R-3 SCHOOL DISTRICT

6167/302 & 6167/303 PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

RIGHT OF WAY OVER THE WESTERN 875 FEET MORE OR LESS OF PROJECT PARCEL 11, 12 & 13 (A.K.A. PATTONVILLE HIGH SCHOOL.) AERIAL PHOTOS SUGGEST THAT THIS PAVEMENT MAY HAVE

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

THE TRAVELED PAVEMENT OF CREVE COEUR MILL ROAD EXTENDS NORTH OF ANY KNOWN PUBLIC

BEEN BUILT AT THE SAME APPROXIMATE TIME AS THE HIGH SCHOOL. (SEE NOTE 14 ON SHEET 1)

REV.DATE

OLD REPUBLIC NATIONAL TITLE INS CO

PAR 11 COMMITMENT FILE NO 18-226429-KEE EFFECTIVE DATE 03-27-2018 PAR 12 COMMITMENT FILE NO 18-226430-KEE EFFECTIVE DATE 03-27-2018

APPROXI MATE BMP RESERVE AREA

PAR 13 COMMITMENT FILE NO 18-226431-KEE

8" PVC

T.S.C.L.

RESERVE AREA THE SIDEWALK AND FENCES ALONG THE SOUTH SIDE OF PATTONVILLE HIGH

471

470

ORIGINAL: 2,612,064 S.F. NEW ROW: 36,858 S.F. TSCL: 9,066 S.F. REMAINING: 2,575,211 S.F.

APPROXIMATE BMP

CONC. CURB

468

EFFECTIVE DATE 03-27-2018

1 9645/ 1 066 SI ZE & DI STANCE FROM CREVE COEUR MI L L ROAD PER RECORD.NO RECORD EASTWEST TI E KNOWN.

(U.I.P.)

APP.

been made relative to the accuracy of the provided information. These plans

DESCRI PTI ON

way shown hereon are based on said provided documentation. No review has

EX STM

MAY HAVE BEEN BUILT BY THE SCHOOL,

AREA INLET

BUT THE IMPRESSION IS MORE ROW THAN IS KNOWN. (SEE NOTE 14 ON SHEET 1)

T 521.46 FL NW 515.11 FL SE 515.00

(U.I.P.)

CHAIN LINK FENCE

472

N80°09'00"E 249.33'

EA S EMEN T PL A T

R = L 69 C = h 15 .0 N d 7 3 =1 .6 0' ° 5 0' 4 . 0 57 '1 7 ' " E

NO ACQUISITION

N8 0° 0 0. 9' 52 00 ' "E

" FI RS T A MEN DMEN T O F" C O N DO PL A T C REV E C O EU R MI L LC O N DO S "

L4:

S 70°07'45" E 15.23'

L5:

N 80°05'13" E 15.68'

L6:

9°58'01" W 4.51'

59 N/F CONDO DECLARATIONS AS AMENDED CREVE COEUR MILL CONDOMINIUMS AKA CARRIAGE PARC CONDOMINIUMS 8095/446, 8127/1852 & 8220/2336 (OR AS OTHERWISE AMENDED) COMMON ELEMENT LOCATOR NUMBER UNKNOWN

PROVIDED

NO ACQUISITION

BU I L DI N G4

" C O N DO PL A T C REV E" " C O EU R MI L LC O N DO S " " N O W K N O WN A S " " C A RRI A G E PA RC " " C O N DO MI N I U MS " ( PB 2 5 9 PG 6 9 ) ( N A ME C HA N G E DB 8 2 2 0 PG 2 3 3 6 )

& BEVERLY J WESTHORP 12415/2539 12O520763 2574 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

L O T 1 BL O C K1 2

" V O HS EN PA RK " " PL A T N O4 " ( PB 9 6 PG 3 2 )

N/F

N/F C & G PROPERTIES INC 17845/843 12O520772 2578 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

L O T 2 BL O C K1 2

" V O HS EN PA RK " " PL A T N O4 " ( PB 9 6 PG 3 2 )

WILLIAM P. ANELLO JR & BARBARA WEHRENBRECHT 15417/2002 12O520800 2582 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

L O T 3 BL O C K1 2

" V O HS EN PA RK " " PL A T N O4 " ( PB 9 6 PG 3 2 )

F. 636 537 0275

T. 636 537 5585

P L

55 N/F JULIE M TARKINGTON 15337/1213 12O520790 2586 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

L O T 4 BL O C K1 2

" V O HS EN PA RK " " PL A T N O3 " ( PB 9 5 PG 9 )

PU BLIC W O RK S

9) PG

30' BLDG LINE (PB 95 PG 9)

95 (PB 5'ESMT

96 PG P L

32)

N/F PETER H G WESTHORP

(PB

(PB 96 PG 32)

5'ESMT

BUILDING

(U.I.P.)

30' BLDG LINE

P L

30' BLDG LINE (PB 96 PG 32)

96 PG

(U.I.P.)

54 N/F MICHAEL J PEARSON 15832/712 12O520819

2590 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

L O T 5 BL O C K1 2

" V O HS EN PA RK " " PL A T N O3 " ( PB 9 5 PG 9 )

DESIGNED:

TWC N80°01'55"E 60.00'(Rec) 60.08'(Calc) E 55" 01' N80° (C ) 1.19' (R) 1 10'

( PB 2 5 5 PG 5 6 ) ( N A ME C HA N G E DB 8 2 2 0 PG 2 3 3 6 )

(U.I.P.)

NO TITLE COMMITMENT

S09°51' 00"E 106.38'

" N O W K N O WN A S " " C A RRI A G E PA RC C O N DO MI N I U MS "

FL SW 517.15

2560 CREVE COEUR MILL RD

" C REV E C O EU R MI L LC O N DO MI N I U MS "

VERSA LOK BLOCK WALL

T 521.58

SHEET 10 OF 15

PROVIDED

(U.I.P.)

ROW PLAN

NO TITLE COMMITMENT

S09°51' 00"E 31.00'

2506, 2524, 2542 CREVE COEUR MILL RD

60.00'(Rec & Act)

EX STM CURB INLET

BLDG LINE (PB 255 PG 56)

PB 255 PG 56) ESMT (

' "E 4 3 (PB 255 PG 56) .1 '1 9 9 6 2 = L 8° ' 0 N3 .0 ' 9 8 LINE TABLE 6 2 = 6. R 6 L1: N 65°46'38" E 5.10' = d h L2: N 79°13'18" E 34.47' C L3: N 74°36'04" E 49.21'

60.00'(Rec & Act)

S09°53' 10"E

EGRESS, SEWERS & UTILITIES

12O2-045D

(PB

CU R B

LOCATOR NUMBER UNKNOWN

60.00'(Rec & Act)

5'W PUBLIC ROW (PB 95 PG 9)

357.79'

TREE

A) ( 62' R)89. ( ' 61 E 89. " 41 N78°55'

5'ESMT

CO NC

COMMON ELEMENT

CL VARIABLE WIDTH RESERVE AREA FOR PARKING, INGRESS &

N80°09'00"E 248.81'

EXIST ROW

60.00'(Rec & Act) C.L. (TYP.)

R&A) ( 64' 00. 1

S80°06'50"W

BIT

(OR AS OTHERWISE AMENDED)

P L

5'W ROW (PB 96 PG 32)

CREVE COEUR MILL (40'W) RD

S09°53' 10"E 125.0' (Rec) 123.90' (Cal c)

8095/446, 8127/1852 & 8220/2336

' 0 0 ' . 0 99 ' 4 . 5 = 6 "E R 44 . 1 2 3 L= =4 ' 0 hd °4 ' "E C 7 1 0 1 0 4 . N 3 4' 5 2 = "E 'L 6° 0 9 4 0 N 0 . ' 5 0' 3 ' 1 0 =4 . ° 00 R 0 0 5 . = 8 1 9 S hd C

(U.I.P.)

N80°01'55"E 60.00'(Rec & Calc)

C) ( ' 01 R)87. ( 46' E 87. 55" ' N80°01

N80°01'55"E 60.00'(Rec & Calc)

DRAWN:

TWC

C) ( 87' . R)81 ( 53' E 82. 55" ' N80°01

CHECKED:

STS SHEET SEQUENCE:

16 123.4 4' (Cal c)

AKA CARRIAGE PARC CONDOMINIUMS

( RADI AL )CL R= 45' N09°51 ' 00" W 1 2. 00'

(U.I.P.)

S09°53' 10"E 125.0' (Rec) 124.07' (Cal c)

N/F CONDO DECLARATIONS AS AMENDED

E 8" 1 0' °1 N21

(U.I.P.) P 2" RC 1

(P 10' W B 25 ES 5 M PG T 56 )

(P B

N09°51' 00"W 19.00'

N80°09'00"E 248.81'

ES MT 25 5 PG

56 )

ESMT (PB 255 PG 56)

W 0' 1

8" VCP

E C FEN

00' 83. R= ST PO 8 67' 24. = L ' 58' 24. = d Ch (U.I.P.)

BIT

(U.I.P.)

E " 0 ' 1 E7. 5 " ° 9 00 ' 0 1 S 5 ° 9 0 S 0 ) 8 A ( ' 8 0 ) . A 2 ( 1 ' 8 ) 0 R . ( ' 2 1 0 ) . R 3 ( 1 ' 00 . 3 1 '

BLDG LI NE (PB 255 PG 56)

10 . 2 4 '

2022042700470

(U.I.P.)

) t c & Ac Re ( 3' 1 E 375. " 41 N78°55' ) t Ac ( ' 51 )285. c Re ( 52' E 285. " 41 N78°55'

11 .0 2 '

ST.LOUIS COUNTY

C R O N = C L= 75 C .0 C 3 U hd 3 R 0 N B . ' 2 = 2 3 6 2 2 ' ° . 9 2 9 9 ' '1 1" E

8" VCP

UTILITY POLE

W/RISER

32)

N/F

W/LIGHT

UTILITY POLE

147+00

BIT

(U.I.P.)

UTILITY POLE

AL K CO NC .S I DE W

C O N C

EXIST ROW

(A.T.G.)

146+00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

(R)

FL SE 514.78

WITH NEW ASPHALT SEE SHEET 7

Chest er f i el d,M i ssour i63017

CONC CURB

FL NE 514.90

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

CONC

T 523.62 ASPH

9.0'

W/RISER (U.I.P.)

(U.I.P.)

CREVE COEUR MILL CONDOMINIUMS

UTILITY POLE

410.11'

0' .0 25

145+00

CONC CURB

S80°06'50"W

662

DRIVE

144+00

EX SAN MH

32)

FL NW 514.53

(U.I.P.)

CREVE COEUR MILL (40'W) RD AT&T

REMOVE EXISTING ASPHALT AND GRAVEL THEN REPLACE

REMOVE EXISTING ASPHALT AND GRAVEL THEN REPLACE WITH NEW ASPHALT SEE SHEET 7

12O2-005S

9.0'

NEW CONC. FLUME WITH INTEGRAL CURB CONNECTING TO EXISTING AREA INLET

96 PG P L

T 518.91

(PB

GRATE INLET

FL SW 514.22

5'ESMT

EX STM

T 518.80

1477.13'

AT&T

N0 9° 5 5. 1' 0 00 0" W '

GRATE INLET

ASPH

CREVE COEUR MILL (40'W) RD

N80°06'50"E

AT&T

EX STM

S09°53' 10"E 125.0' (Rec) 123.99' (Cal c)

AT&T

EXIST ROW

2" 1

12"

S 80°06'50" W 1435.79

TRA N SPO RTA TIO N

N80°06'50"E 1457.35' (PAR 11, 12 & 13) 12"

AT&T

CURB

(U.I.P.)

486

8/5/2022

ROW PLANS

6406/2059

1 2" RCP

(U.I.P.)

GUY WIRE

RESURFACI NG

10'W GAS ESMT

DATE:

CREVE COEUR M I LL ROAD

MATCHLI NE C.L.STA 148+00.00

96 PG

REPLACE EXISTING ASPHALT CURB WITH TYPE 'S' CONC.

R.O.W.

CONC. SIDEWALK

484

12"

ASPHALT CURB

N 80°22'01" E 63.56'

N 80°06'09" E 56.63'

N 80°04'34" E 52.51' N 80°11'31" E 233.96'

P L

CONC. CURB

N 80°11'52" E 57.49'

(PB

CREVE COEUR MILL (40'W) RD

473

APPROXI MATE 1 0' W PHONE ESMT 7209/ 895 ( NORTH OF CHAI N L I NK FENCE TO EAST) ( NORTH OF SI DEWAL K TO WEST)

N80°05'01"E 164.38'

N80°23'40"E 58.83'

5'ESMT

EXIST ROW

CON C.S I DEW ALK

N 80°09'12" E 67.29'

T.S.C.L.

N 80°26'15" E 99.20'

S09°51' 00"E 12 25. 5.0' (Rec) 12 24. 4 .16' (Cal c)

U TI L SI G N

3' 15 "

1 2" RCP

(U.I.P.)

"E 70' (Rec) 69.53' (Cal c)

10' WIDE GAS ESMT

10' W ESMT (PB 255 PG 56)

CONC. SIDEWALK

SI G N A T&T

Cal c)

N80°05'13"E 135.78'

S E TA X P . 14 18 RO 0. 4 .0 P. 9% +0 ' 9 W 1.5 .4 % 7 C .E .

NEW ROW

485

S09°51 S09° 51' 00"E 186.61' (Re Rec c &

ASPH

489

488

(U.I.P.)

APPROXI MATE 1 0' W PHONE ESMT 7209/ 895 T 521.15 ( NORTH OF CHAI N L I NK FENCE TO EAST) FL NW 514.66 ( NORTH OF SI DEWAL K TO WEST) FL SE 514.62

10' W ESM T (PB 255 PG 56)

40 °5

R.O.W.

487

MATCHLI NE C.L.STA 143+00.00

EX STM AREA INLET

12" RCP

(U.I.P.)10" TREE (T.B.R.) L4

C.L. (TYP.)

LIGHT

15'W I DE SEW ER ESMT SEW ER ESMT W 15' 19645/1076

(U.I.P.)

5' WIDE SIDEWALK 483

123.57' (Cal c)

CONC. CURB

(T.B.R.)SI G N

(U.I.P.)

DI AP P M EN RO SI X O NE 10 'E D 125.0' (Rec) 123.82' (Cal c) (P SM T B 95

(U.I.P.)

8" TREE

CHAIN LINK FENCE

12" R C

GATE POST

(U.I.P.)

15 .0 0'

469

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\16_AR-1563_RW.dgn

COUNTY PROJECT NO.

AR-1563

669

FEDERAL PROJECT NO.

N 86° 1 3' 1 2" E 1 8. 44'

CHARLES EDWIN QUINBY JR.

" E

667 N 81°21'46" E 12.68'

Existing property and right of way information was provided by St Louis N 8°38'15" W 2.00'

way shown hereon are based on said provided documentation. No review has do not constitute a boundary survey that meets the Missouri

standards for

property boundary surveys.

S 9°23'04" E 2.00'

668

671

P.R.W.E.

PROPOSED CONCRETE REPAIR

L3:

S 84°51'32" W 36.56'

L4:

N 39°16'01" W 18.93'

L5:

S 80°06'50" W 18.25'

L6:

N 08°50'09" W 8.00'

8°50'09" W 3.74'

R=20.00 L=31.42

CL=28.28 CB=S 53°50'09.00" E

ENLARGED PLAN DD

CL=28.54 CB=N 54°21'39" W

1"=5'

C3: R=20.00 L=31.05 CL=28.02 CB=S 35°38'21" W

PATTONVILLE R-3 SCHOOL DISTRICT

been made relative to the accuracy of the provided information. These plans

6167/302 & 6167/303

do not constitute a boundary survey that meets the Missouri

P.R.I.M.U.S.S.E. PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

EFFECTIVE DATE 03-27-2018 PAR 12 COMMITMENT FILE NO 18-226430-KEE

THE SI DEWAL K AND FENCES AL ONG THE SOUTH SI DE OF PATTONVI L L E HI GH MAY HAVE BEEN BUI L T BY THE SCHOOL , BUT THE I MPRESSI ON I S MORE ROW THAN I S KNOWN.( SEE NOTE 1 4 ON SHEET 1ON

EFFECTIVE DATE 03-27-2018 PAR 13 COMMITMENT FILE NO 18-226431-KEE

AREA INLET

T 529.97

EX SAN MH

EX STM

T 546.63

AREA INLET

FL N 539.21 FL SW 539.11

T 546.83 FL NE 538.52

(U.I.P.)

FL S 540.28 FL SW 538.01

EXI STI NG RI GHTOFWAY PL ANS)

(U.I.P.) SEE ENLARGED DETAIL DD THIS SHEET

18"

EX STM

F. 064 S. 2, 61 :2, NAL GI ORI F. 858 S. NEW ROW:36, F. 066 S. :9, TSCL F. 1S. 21 575, NG:2, NI REMAI

12" R

R C

EFFECTIVE DATE 03-27-2018

FL N 523.32 SBC PULLBOX

NEW ROW

1 2" RCP 8" PVC

PROVIDED

R=20.00 L=11.65 CL=11.48 CB=N 64°28'58.20" E

EX SAN MH

1' 0 2 "

3 5 ° 3 S

ENLARGED PLAN EE 1"=5'

S08° 50' 09"E 105.35(Rec) 104 .22' (Cal c)

c) (Cal 123.69'

00"W N09° 51' (Rec) 124.96'

30'BLDG LI NE (PB 95 PG 9)

PB 95 PG 9) ESMT ( 5' CL 1

533

S08° 50' 09"E 207.49' (C al c)

E 55" ' N80°01 ) c l Ca ( 89' )75. c Re ( ' 81 75.

E 55" ' N80°01 ) c l c & Ca Re ( 00' 60.

LOT 35 BLOCK 2

17731/4034 12O520938

2630 CREVE COEUR MILL RD

PROVIDED

( PB 9 5 PG 9 )

" V O HS EN PA RK " " PL A T N O3 " ( PB 9 5 PG 9 )

N81 °09' 51 " E 1 25. 0' ( Re c )1 26. 21 ' ( Ca l c )

LOT 33 BLOCK 2

" V O HS EN PA RK "

DI P 8"

12 " R C

CHAIN LINK FENCE

C.L. (TYP.)

STREET LIGHT

22' BL DG L I NE ( PB 1 83 PG 29)

LOT 1

529

" C REV E C O EU R" 51 " RI DG E" Martin Jeffrey 25406/603 12O521010 12279 CREVE COEUR RIDGE CT Old Republic National Title Ins Co Commitment File No 18-226451-KEE Effective Date 04-03-2018

F. 320 S. 0, :1 NAL GI ORI F. :520 S. TSCL F. 320 S. 0, NG:1 NI REMAI

S81 °09' 51 " W

1 26. 90'

(U.I.P.)

LOT 2

" C REV E C O EU R" " RI DG E" ( PB 1 8 3 PG 2 9 )

(U.I.P.) C R

531

" 12

2.27'

12O2-010D EX STM CURB INLET T 547.14 FL NW 541.55 FL E 541.52

(U.I.P.)

12O2-007D EX STM DBL CURB INLET T 547.83 FL W 543.00 FL NE 543.20

(U.I.P.)

F. 636 537 0275

T. 636 537 5585

(U.I.P.)

1 2" RCP

530

N/F

( PB 1 8 3 PG 2 9 )

(U.I.P.)

CONC P LS

528

5' WIDE SIDEWALK

" V O HS EN PA RK " " PL A T N O3 "

LOT 34 BLOCK 2

30'BLDG LI NE (PB 95 PG 9)

( PB 9 5 PG 9 )

(U.I.P.)

NO TITLE COMMITMENT

60.00' (Rec & Cal c) S08°50' 09"E

( PB 9 5 ( P P B G9 9 5 )PG 9 )

N/F FL NE 527.58 Steve Will

EXI ST ROW

" V O HS EN PA RK " " PL A T N O3 " W

" V O HS " V E O N HS P E A N RK P " A RK " " PL A T N O3 "

299.15'

534

527

FL W 526.99

ON TI SI NO ACQUI

60.00' (Rec & C al c) S08°50' 09"E

16 .3

9 '

LOT 5LOT 5 BL O C K1 2

P L

S08°50' 09"E

W 00" S79°08' ' 4 5 . 7 2

T 531.16

(A.T.G.)

CHAIN LINK FENCE

(U.I.P.)

C.L. (TYP.) 12O2-007S

L 3

43" W °03' S 81 80.83'

5' ESMT ( PB 1 83 PG 29)

N81 °09' 51 " E 1 25. 0' ( Re c )1 26. 21 ' ( Ca l c )

PUBLI C ROW (PB 95 PG 9) CI TY OF MARYLAND HEI GHTS

R=20.00 L=19.77' CL=18.98' CB=N 19°28'58" E

T.S.C.L.

526

" 12

ON TI SI NO ACQUI

FL SW 535.06

S08°50' 09"E 62.00'

C R

FL SE 535.23

S08°50' 09"E 65.00'

NO TITLE COMMITMENT

2590 CREVE COEUR MILL RD

S 80°17'44" W 43.78'

FLEET W OOD

12O520819

536

S08°50' 09"E 104.64 ' (Rec) 103.27' (C al c)

15832/712

ON TI SI NO ACQUI

8" VCP

MICHAEL J PEARSON

10"E S09°53' P L (Rec) 125.0' c) (Cal 123.73'

N/F

N 81°09'51" E 105.00'

FL NE 535.63

29)

(U.I.P.)

T 544.46

8" PVC

29)

537

1 06. 90'

ESMT (PB 183 PG

FH(U.I.P.)

PROVIDED

S81 °09' 51 " W

REPLACE 8' OF DRIVEWAY SEE SHEET 7 CATV CABLE PULLBOX (MATCH EXISTING) (U.I.P.)

NO TITLE COMMITMENT

12O520837 NE 12281 FLEETWOOD PLACE I DG L BL 30' PB 95 PG 9) (

EX SAN MH

LI NE (PB 183

(U.I.P.)

C.L. (TYP.)

93. 39' ( Re c )

20'BLDG

14472/713

12O2-014S 1 2" RCP

29)

Kirk & Darrah Kasicki

(U.I.P.)

TT TT

88. 33'

FL SW 517.27

532

(A.T.G.)

10'ESMT (PB 183

N/F

FL E 521.18

FL SW 537.60

ASPH

S08° 50' 09"E 60.00' (Rec & Cal c)

(U.I.P.)

FL NE 517.66

FL SE 537.52

S08°50' 09"E

W/LIGHT

T 543.59

1 3' W PUBL I C ROW ( PB 1 83 PG 29)

* SEE NOTE ABOVE.THI S SHEET.

SI G N

4 9.73' (Rec) 49.67' (Cal c)

T 527.48

ASPH WV

EXI ST ROW

EX STM MH

48 " R

C 2

UTILITY POLE

12O2-013D

EXIST ROW

R) ( 44' 4. 1

152+00

8" PVC

DI AP M E PR NS O X I ON 1 ED 0'E SM (P T B 95

79' 57. ) t c & Ac Re (

S81 °09' 51 " W

L5 3

EXIST ROW

SI G N

5' W PUBL I C ROW ( PB 95 PG 9)

P L

5" RCP 1

2" RCP 1

EX STM CURB INLET

S08°50' 09"E 82.00'

8" P VC

151+00

S08°50' 09"E 65.00'

8" VCP

W/RISER

(U.I.P.)

S08°50' 09"E 60.00' (Rec & Cal c)

(U.I.P.)

12O2-011D

S08° 50' 09"E 70.00' (Rec & Cal c)

(U.I.P.)

UTILITY POLE

15'ESMT (PB 95 PG 9)

30'BLDG LI NE (PB 95 PG 9)

GUY WIRE

150+00

PT 1 50+ 58. 84

0 0 + 9 4 1

9 1 67. 49+ PC 1

(U.I.P.)

00' 60. ) t c & Ac Re (

(U.I.P.)

FL SW 526.99

50 N/F HOME SFR Borrower IV, LLC 22804/2914 12O521131 12280 CREVE COEUR RIDGE CT Old Republic National Title Ins Co

Commitment File No 18-226450-KEE

F. 4 S. 91 :8, NAL GI ORI F. PSE:306 S. F. :377 S. TSCL F. 4 S. 91 NG:8, NI REMAI

Effective Date 04-23-2018

SEE ENLARGED DETAIL EE THIS SHEET

SHEET 11 OF 15

(A.T.G.)

PU BLIC W O RK S

(U.I.P.)

FL N 541.12

ROW PLAN

FL NE 527.58

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

FL SW 519.89

ROW PLANS

FL SW 524.38

T 545.02

29)

T 532.19

FL SE 519.96

CURB INLET

LI NE (PB 183

FL NE 524.48

SCHOOL MAINTENANCE DRIVE

REMOVE EXISTING PAVEMENT AND CONCRETE BASES TO 18" BELOW GRADE

525

20'BLDG

CURB INLET

29)

FL E 520.67

T 529.07

EX STM

5'ESMT (PB 183

T 529.76

12O2-087D

S08°50' 09"E 52.00'

EX STM

CURB INLET

36 50. 49+ PI1

P C R 3 6 "

FL SW 520.16

CREVE COEUR MI LL RD

12O2-008D

524

" 6 '5 6 5

FL NE 520.39

EX SAN MH

T 527.79

12O2-006S

EX STM

12"

AT&T

AREA INLET

12O2-012D

AT&T

EXI ST ROW

8/15/2022

RESURFACI NG

AT&T

12"

79 435. 1

S08°50' 09"E 55.00'

50" W S 80°06'

506

DATE:

CREVE COEUR M I LL ROAD

12"

EX STM

1 0' W GAS ESMT 6406/2059

495

EXI ST ROW

492 EXIST ROW

12"

523

W GAS ESMT 0' 1 6406/2059

S08°50' 09"E 197.51'

65. 05'

Chest er f i el d,M i ssour i63017

6" 6"

S 81 °20' 27" W

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

(A.T.G.)

TRA N SPO RTA TIO N

(U.I.P.)

PUBLI C ROW (PB 183 PG 29) CI TY OF MARYLAND HEI GHTS

38' 79. 3" E 1 1 5' N 80°1

T.S.C.L.

R ID G E

N 81 °07' 28" E 1 48. 93'

(U.I.P.) R.O.W.

EXI ST ROW

N 81 °01 ' 03" E 54. 28'

S08° 50' 09"E 197.51'

55' 9" E 65. 1 °00' N 81

12" RC P

78' 30" E 58. N 80°39'

53' 07" E 52. N 80°35'

39' 05" E 57. N 80°00'

CONTROL

(U.I.P.)

P RC

PI1 52+ 53. 48

" 30

T.S.C.L. R.O.W.

ICV

CHAIN LINK FENCE

5' WIDE SIDEWALK

491

96' 233.

498

497

496

494

COE U R C OU R T

493

504

NE C.L.STA 148+00.00 MATC HLI

24" RCP

490 W PHONE ESMT 7209/ 895 0' MATE 1 APPROXI NK FENCE) I N L NORTH OF CHAI (

SERVICE LINE

24" RCP

MATCHLI NE C.L.STA 153+00.00

(U.I.P.)

501

C.L. (TYP.)

C R EV E

FL SW 522.58

STA 152 +05.24 EX.2.5% PRO P.7. 5% 20.5'W R.E.

FL E 522.72

CHAIN LINK FENCE

"W 31 ' 1 S 80°1

N 81°00'58" E 59.97'

FL NE 523.29

(A.T.G.)

N 80°08'43" E 60.63'

12O2-077S

12O2-089D

PAR 11 COMMITMENT FILE NO 18-226429-KEE

8" P V

* NOTE:1 07. 83' ( Re c )1 06. 58' ( Ac t )( Tot a l Fr on t a g e ) Ap p a r e n ts h or t a g ei sn otc on s i s t e n twi t h ob s e r v e ds u r p l u si nd e p t h ofl ot s 3035.

OLD REPUBLIC NATIONAL TITLE INS CO

19645/ 1066 SI ZE & DI STANCE FROM CREVE COEUR MI L L ROAD PER RECORD.NO RECORD EASTWEST TI E KNOWN.

10'M SD

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

APPROXI MATE BMP RESERVE AREA

standards for

property boundary surveys.

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

PAVEMENT REMOVAL

P.D.E.

N 81°20'27" E 65.05'

C2: R=20.00 L=31.78

N/F

T.S.C.L.

N 81°26'46" E 12.41'

PROPOSED CONCRETE SIDEWALK

L2:

C1:

REV.DATE

P.S.E.

N 80°49'11" E 12.54'

499

PROPOSED MILL AND OVERLAY

NEW R.O.W.

S 81°07'28" W 148.93'

CURVE TABLE

L1:

N 80°36'56" E 48.92'

502

SEW ER 1117 ESM 5/2 T 3 25

LEGEND

503 500

LINE TABLE

541 N 80°36'56" E 10.92'

been made relative to the accuracy of the provided information. These plans N 81°21'46" E 11.81'

12O & 12P

REVI SI ONS

County Department of Transportation. The proposed easements and right of

MSD BASE MAP:

NOT FOR CONSTRUCTION

8/15/2022

20MSD-00522 12" RC P

SCALE: 1" = 20'

MSD:

DESCRI PTI ON

SCALE IN FEET

12 2' S 14 ° 4 8.63'

PLS-2007000085

6834D-21

APP.

10.22'

N 2° 25 ' 22"

E-W GATEWAY TIP NO. YO

STP 5526(646)

670

DESIGNED:

TWC DRAWN:

TWC CHECKED:

STS SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\17_AR-1563_RW.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

LEGEND

N 0

PROPOSED MILL AND OVERLAY

MSD:

20MSD-00522

PROPOSED CONCRETE SIDEWALK

MSD BASE MAP:

SCALE IN FEET

12O & 12P SCALE: 1" = 20'

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

PLS-2007000085

N/F

P.D.E.

LINE TABLE

PATTONVILLE R-3 SCHOOL DISTRICT

6167/302 & 6167/303 PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

12/1/2021

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD OLD REPUBLIC NATIONAL TITLE INS CO

Existing property and right of way information was provided by St Louis County Department of Transportation. The proposed easements and right of

S 68°34'33" W 13.12'

L2:

S 81°00'05" W 73.22'

L3:

8°50'09" E 1.65'

L4:

8°50'09" E 2.58'

L5:

S 81°07'32" W 72.23'

L6:

S 80°17'44" W 43.78'

PAR 11 COMMITMENT FILE NO 18-226429-KEE EFFECTIVE DATE 03-27-2018 PAR 12 COMMITMENT FILE NO 18-226430-KEE

way shown hereon are based on said provided documentation. No review has

EFFECTIVE DATE 03-27-2018

been made relative to the accuracy of the provided information. These plans

PAR 13 COMMITMENT FILE NO 18-226431-KEE

standards for

do not constitute a boundary survey that meets the Missouri

L1:

EFFECTIVE DATE 03-27-2018

property boundary surveys.

REV.DATE

ORIGINAL: 2,612,064 S.F.

NEW ROW: 36,858 S.F. TSCL: 9,066 S.F. REMAINING: 2,575,211 S.F.

UTILITY POLE THE SIDEWALK AND FENCES ALONG

(U.I.P.)

N 81°08'02" E 59.92'

THE SOUTH SIDE OF PATTONVILLE HIGH MAY HAVE BEEN BUILT BY THE SCHOOL, BUT THE IMPRESSION IS MORE ROW THAN

517

IS KNOWN. (SEE NOTE 14 ON SHEET 1)

513 512

N 81°00'58" E 59.97' 511

508

5' WIDE SIDEWALK

6406/2059

514

EXIST ROW

(U.I.P.) 12"

AT&T

12"

AT&T

EXIST. PAVED DITCH TO BE REMOVED AND REPLACED WITH NEW CONCRETE DITCH TO BE INSTALLED (TYP.)

12"

N81°09'51"E 893.12'

12"

AT&T

REPLACE 7' OF DRIVEWAY SEE SHEET 7 (MATCH EXISTING)

12O2-021S

CREVE COEUR MI LL RD

REPLACE EXISTING DRIVEWAY APPROACHES AND PARKING BETWEEN WITH NEW ASPHALT SEE SHEET 7

EX SAN MH T 561.64 FL NE 554.59

8" VCP

(U.I.P.)

5'W PUBLIC ROW (PB 91 PG 34) S81°09'51"W

TELE PED.

(U.I.P.)

EX STM

540

(U.I.P.)

C.L. (TYP.)

CURB INLET

30' BLDG LINE (PB 91 PG 34)

N/F HOME SFR Borrower IV, LLC 22804/2914

P L

(PB

91 PG

34)

(U.I.P.)

10'ESMT

P L

183

) 9 3 PG 2 8 PB 1 (

(PB

S 79°08'00" W 27.54'

29)

R" EU O E C REV C " "RIDGE"

CHAIN LINK FENCE

09"E 125.00' S08°50'

LOT 13

(U.I.P.)

49 N/F Daniel Z Morozovich 21680/2789 12O520864 2658 CREVE COEUR MILL RD NO TITLE COMMITMENT

7' 30' BLDG LINE (PB 91 PG 34)

P L

22' BLDG LINE (PB 183 PG 29)

REPLACE EXISTING DRIVEWAY APPROACHES AND PARKING BETWEEN WITH NEW ASPHALT SEE SHEET 7

REPLACE 7.5' OF DRIVEWAY SEE SHEET 7 (MATCH EXISTING)

30' BLDG LINE (PB 91 PG 34)

P L

WOOD FENCE

540.00' 60.00'

48 N/F Kevin Levells 11919/2390 12O520873 2662 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

PROVIDED

47 N/F Raymond E & Mary Ann Hecke 6517/1774 12O520882 2666 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

46 N/F Sweet Home MO LLC 22386/2812 12O520891 2670 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

45 N/F Jason E Hatfield 17225/4516 12O520901 2674 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

44 N/F Mark & Fern Zimerman 11218/932 12O520910 2678 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

09"E 125.00' S08°50'

WOOD FENCE

(U.I.P.)

12O2-009D

60.00'

EXIST ROW

P L

538

L3 SERVICE LINE

542

P.S.E.

T.S.C.L.

S81°09'51"W

P L

CL 10'ESMT 91 PG 34)

L5 5' ESMT (PB 183 PG 29)

(PB

543

09"E 125.00' S08°50'

105.00'

60.00'

S81°09'51"W

(U.I.P.)

540.00'

43 N/F Tamara Strehl 21664/945 12O610954 2682 CREVE COEUR MILL RD NO TITLE COMMITMENT PROVIDED

NO ACQUISITION

LOT 1 BLOCK 2

LOT 2

LOT 3

LOT 4

LOT 5

LOT 6

LOT 7

BLOCK 2

N81°09'51"E 125.00'

Commitment File No 18-226450-KEE Effective Date 04-23-2018

LOT 12

R" EU O E C REV C " "RIDGE" ) 9 3 PG 2 8 PB 1 (

P L

Old Republic National Title Ins Co

09"E 55.00' S08°50'

12280 CREVE COEUR RIDGE CT

12/1/2021

P L

(PB 183 PG 29)

PULL BOX CATV

09"E 125.00' S08°50'

13'W PUBLIC ROW

POLE

(U.I.P.)

P L

535

UTILITY

(U.I.P.)

UTILITY POLE W/RISER

157+00

156+00

W/LIGHT

(U.I.P.)

09"E 125.00' S08°50'

5' WIDE SIDEWALK

09"E 125.00' S08°50'

539

GV (A.T.G.)

09"E 125.00' S08°50'

S 0 8 ° 8 50 .0 ' 0 09 ' " E

UTILITY POLE

FL SE 554.52 155+00

154+00

DATE:

" RK EN PA HS O V " " O1 T N A PL "

) 4 PG 3 1 PB 9 (

S81°09'51"W 60.00'

ESMT

ROW PLAN

12"

ROW PLANS

6406/2059 EXIST ROW

10'W GAS ESMT6"

SHEET 12 OF 15

10'W GAS ESMT

PU BLIC W O RK S

516

F. 636 537 0275

10' WIDE GAS ESMT

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

S 81°11'28" W 119.52'

T. 636 537 5585

R.O.W.

S 81°02'11" W 171.45'

Chest er f i el d,M i ssour i63017

N 81°02'36" E 62.53'

T.S.C.L.

N 81°02'53" E 56.42'

N 81°13'26" E 60.13'

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

N 80°57'12" E 55.44'

TRA N SPO RTA TIO N

C.L. (TYP.)

N 81°27'39" E 34.56'

56.43'

S 81°00'42" W 213.83'

FL SW 544.78

(PB 91 PG 34)

7.5' ESMT (PB 91 PG 34)

S81°09'51"W 60.00'

P L

DESIGNED:

TWC

P L

DRAWN:

TWC

CL 10' ESMT (PB 183 PG 29)

N81°09'51"E 125.00'

CHECKED:

STS

LOT 11

R" EU O E C REV C " "RIDGE"

09"E 55.00' S08°50'

ORIGINAL: 8,914 S.F. PSE: 306 S.F. TSCL: 377 S.F. REMAINING: 8,914 S.F.

W PHONE ESMT 7209/ 895 0' MATE 1 APPROXI (NORTH OF CHAIN LINK FENCE)

RESURFACI NG

N 81°00'22" E

R.O.W.

T 549.61

12O521131

515

MATCHLI NE C.L.STA 158+00.00

NEW ROW N 81°03'54" E 62.47'

09"E 72.00' S08°50'

AL) (RADI 09"E S08°50'

(U.I.P.) 510

W PHONE ESMT 7209/ 895 0' MATE 1 APPROXI (NORTH OF CHAIN LINK FENCE)

N81°09'51"E

505

N 81°05'30" E 57.29'

CHAIN LINK FENCE

507

8" VCP

MATCHLI NE C.L.STA 153+00.00

509

T.S.C.L.

NOT FOR CONSTRUCTION

PAVEMENT REMOVAL

DESCRI PTI ON

T.S.C.L.

CHARLES EDWIN QUINBY JR.

REVI SI ONS

PROPOSED CONCRETE REPAIR

APP.

P.R.W.E.

P.S.E.

CREVE COEUR M I LL ROAD

NEW R.O.W.

6834D-21

SHEET SEQUENCE:

LOT 17 BLOCK 2

" RK EN PA HS O V " " O1 T N A PL "

LOT 16 BLOCK 2

" RK EN PA HS O V "

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\18_AR-1563_RW.dgn

COUNTY PROJECT NO.

AR-1563 APPROXIMATE LIMITS VILLAGE OF CHAMP

APPROXIMATE LIMITS VILLAGE OF CHAMP

FEDERAL PROJECT NO.

STP 5526(646) APPROXIMATE LIMITS CITY OF MARYLAND HEIGHTS

547

S 22°39'24" E 1.52'

' 41 00" E 38. N 79°58'

6834D-21

546

MSD:

6' 1 . 1 1

20MSD-00522 S 22°39'24" E 1.07'

522

S 81 °09' 51 "W

12O & 12P

N 79°58'00" E 38.41'

05' 0. 00" E 1 N 79°58'

2644 JESSICA ADELE CT O NSC EI L T I LT ONA I T CNA I L UB P E DR OL

NOT FOR CONSTRUCTION

S 22°29'23" E 1.76'

E E K 2 3 4 6 2 2 8 ENO1 L I NTF ME T OMMI C

ENLARGED PLAN GG

FL SW 571.15

EX STM

W/LIGHT

AT&T

CONC. CURB

(R) 12"

ASPH

36" 72°53'

8" VCP 5'W PUBLIC ROW (PB 91 PG 34)

60.00'

POLE

UTILITY POLE

(U.I.P.) ASPH

CONC. CURB

(R)

5'W PUBLIC ROW (PB 91 PG 34)

233.00'

5'W PUBLIC ROW (PB 91 PG 34) EXIST ROW

60.00' (U.I.P.)

60.00'

60.00' UTILITY POLE

CONC.

(U.I.P.)

12O2-025S

EX SAN MH

(U.I.P.)

FL SE 571.95

REPLACE EXISTING DRIVEAY APPROACHES AND PARKING BETWEEN WITH NEW ASPHALT

(U.I.P.)

SEE SHEET 7

C.L. (TYP.)

P L

SEE ENLARGED DETAIL HH THIS SHEET

NO ACQUISITION

LOT 9 BLOCK 2

" RK EN PA HS O V " " O1 T N A PL "

) 4 PG 3 1 PB 9 (

S81°09'51"W 60.00'

T 578.07

FL W 566.46 FL SE 566.52

N/F

(U.I.P.)

R E L L NWA Y HR T A K 4 9 1 / 0 1 0 2 4&2 0 4 / 7 2 1 4 O) TT C E J UB S ( ) 4 2 1 3 / 8 9 2 1 D2 E NDE E B ( 12O610981 E C A L DP OR DF E 0B 8 2 2 1

30' BLDG LINE

P L

(PB 91 PG 34)

09"E 125.00' S08°50'

P L

CURB INLET

09"E 125.00' S08°50'

NO ACQUISITION

EX STM

34)

PROVIDED

12O2-027D

LI NE

(U.I.P.) NT ME T OMMI EC L T I NOT

30' BLDG LINE

39 N/F

Y NE HI L E RMC E F NNI E D&J I V DA 20678/694 12O610990 D LR L URMI OE EC V E R 8C 0 7 2

38 N/F

LHUNN E HA C RMI HE OP T S I HR C EHUNN I R AMA L NGE &A 22544/2269 12O611001 D LR L URMI OE EC V E R 2C 1 7 2

37 N/F K C NDI E SM HUF A DOUGL 10011/1595 12O611012

D LR L URMI OE EC V E R 6C 1 7 2 NT ME T OMMI EC L T I NOT PROVIDED

NO ACQUISITION NT ME T OMMI EC L T I NOT PROVIDED

91 PG

FL E 566.65

REVI SI ONS

BY REV.DATE

(U.I.P.)

162+00

589

S81°09'51"W

53.00'

T 578.64

CONC. CURB

8" VCP

(U.I.P.)

30'BLDG

NT ME T OMMI EC L T I NOT

UTILITY

PULL BOX CATV

8" VCP

(U.I.P.)

NO ACQUISITION

(PB

12O610963 D LR L URMI OE EC V E R 6C 8 6 2

161+00

2" 1

(PB 91 PG 34)

09"E 105.00' S08°50'

14790/3219

FL N 566.69

34)

A J E I OZ NAM K ONT&GI NT A

12O610972 E C A L DP OR DF E 1B 8 2 2 1

LI NE

N/F

T 577.43

30'BLDG

UTILITY POLE

RCP

EX STM MH FL W 566.93

09"E 125.00' S08°50'

(MATCH EXISTING)

BLOCK 2

2" 1

LOT 9

2" RCP 1

2" 1

(U.I.P.)

12O2-077D

GHTS HEI

REPLACE EXISTING DRIVEWAY APPROACHES AND PARKING BETWEEN WITH NEW ASPHALT

LOT 8

LOT 7

FL NE 571.99

B ED FOR D (50'W ) ED FOR D CE P LAB

30' BLDG LINE N/F (PB 91 PG 34) L DA E L L I SV UI

PROVIDED

NO ACQUISITION

G U Y PO L E

91 PG

P L PROVIDED

09"E 125.00' S08°50'

NO TITLE COMMITMENT

7312/198

(PB

FL SE 567.64

ROW

FL N 568.05

(U.I.P.)

OF MARYLAND

FL SW 566.36

C PUBLI

T 573.64

WV (U.I.P.) 24"

24" RCP

2682 CREVE COEUR MILL RD

7312/198

W/RISER

CI TY

FL E 566.68

REPLACE 7.0' OF DRIVEWAY APPROACH (MATCH EXISTING)

09"E 105.00' S08°50'

CURB INLET

34)

EX STM

T 574.55

91 PG

EX SAN MH

17538/3124

12O610954

17.5'W SLC ROW

160+00

(PB

12O2-026D

P L

12O2-020S

(U.I.P.)

21664/945

17.5'W SLC ROW

CREVE COEUR MI LL RD

21 " RC P

N/F

AT&T

2 1

R = L 20 =3 C .0 h N 5 d= 1.4 0' 3 2 2 ° 5 8.2 ' 0 '0 8' 9 "W

(U.I.P.) 8" VCP

Tamara Strehl

(U.I.P.) "

' 0 .0 2' ' 0 8 4 =2 1. .2 "W R 1 =3 8 L =2 9'58" VC P hd 0 C 6° 3 S

W/RISER

CONC. CURB

T D

159+00

(A.T.G.)

12" RCP

AT&T

A T &

UTILITY POLE

GUY WIRE

AT&T PULLBOX

K DEWAL CONC.SI

21" RCP

15" RCP

(A.T.G.)

C ROW SL 5824/2090 1

54' 5. 91

E 55" N80°37'

(A.T.G.)

78' E 445. 55" N80°37'

(A.T.G.)

N2 2° 39 ' 24 8. " W 45 '

C.L. (TYP.)

TELEPHONE M.H.

C ROW SL 5824/2090 1

INTEGRAL CURB CONNECTING TO EXISTING AREA INLET

CURB INLET FL N 571.05

E E K 5 3 4 6 2 2 8 ENO1 L I NTF ME T OMMI 7C R1 A P 8 1 0 2 7 2 2 E0 T EDA V I T C E F F E

SERVICE LINE

(R) NEW CONC. FLUME WITH

FL S 571.12

E E K 4 3 4 6 2 2 8 ENO1 L I NTF ME T OMMI 6C R1 A P 8 1 0 2 3 1 3 E0 T EDA V I T C E F F E

NT ME T OMMI EC L T I NOT PROVIDED

60.00' T.S.C.L.

N/F

N GE HA SD. R A L 13017/211 12O611188

D LR L URMI OE EC V E R 0C 2 7 2 O NSC EI L T I LT ONA I T CNA I L UB P E DR OL E E K 9 4 4 6 2 2 8 ENO1 L I NTF ME T OMMI C 8 1 0 2 7 2 2 E0 T EDA V I T C E F F E

ORIGINAL: 6,750 S.F. TSCL: 82S.F. REMAINING: 6,750 S.F.

NO ACQUISITION

LOT 7

LOT 6

LOT 5

BLOCK 1

" RK EN PA HS O V " " O1 T N A PL "

) 4 PG 3 1 PB 9 (

N81°09'51"E 60.00'

7.5' ESMT (PB 91 PG 34)

12/1/2021

NO AQUISITIONS

LOT 8

DATE:

BLOCK 1

" RK EN PA HS O V " " O1 T N A PL " ) 4 PG 3 1 PB 9 (

SHEET 13 OF 15

R C P

ASPHALT CURB

T 574.76

O NSC EI L T I LT ONA I T CNA I L UB P E DR OL E E K 3 3 4 6 2 2 8 ENO1 L I NTF ME T OMMI 5C R1 A P 8 1 0 2 7 2 2 E0 T EDA V I T C E F F E

PU BLIC W O RK S

12"

EX STM

D LR L URMI OE EC V E R 5C 1 7 2

T. 636 537 5585

D AT&T-

88. 48 PI1 59+

(U.I.P.)

12O2-078D

2 1 4 1 1 O6 2 1 7RNO1 A P

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

RC 2 1 "

AT&T-D

SCALE: 1" = 20'

D LR L URMI OE EC V E R 1C 0 7 2

T 577.60

5' WIDE SIDEWALK

38.60' N81°09'51"E

520

AT&T

DBL CURB INLET

FROM CL ROAD) (

N2 CONC. CURB 2° (R) SLC ROW 29 7321/1025 1 8. ' 2 01 3" ' W 12"

SCALE IN FEET

5 0 3 0 3 O6 2 1 6RNO1 A P

NDER SWBT REMAI /408 ESMT 7341 ) EL L & PARAL 5' 47. (

R.O.W. K DEWAL CONC.SI

FL S 568.11

N 81°07'32" E 46.60'

EXIST ROW

D LR L URMI OE EC V E R 5C 9 6 2

(A.T.G.)

MATCHLI NE C.L.STA 158+00.00

ASPH

15" RC P

N 80°56'46" E 118.05'

12O2-076D

2" RCP 1

521

2 4 0 0 3 O6 2 1 5RNO1 A P

FL SE 571.18

SEE ENLARGED DETAIL FF THIS SHEET

N 81°08'02" E T.S.C.L. 59.92'

FL NE 571.32

18 "

8 9.0 +3 159 A ST .0% % .4 .3 . EX .3 C .E OP PR 'W .50 24

(U.I.P.)

T 577.09

FL NW 568.45

(U.I.P.)

2 6 9 / 4 3 4 5 9&1 0 7 2 / 3 9 6 4 ONS1 I T A C A DV OA R

FL NE 572.80

W PHONE ESMT 7209/ 895 0' MATE 1 APPROXI (NORTH OF CHAIN LINK FENCE)

518

THIS SHEET

CURB INLET

(U.I.P.)

ASPHALT CURB CHAIN LINK FENCE

SEE ENLARGED DETAIL GG

EX STM

TRA N SPO RTA TIO N

IS KNOWN. (SEE NOTE 14 ON SHEET 1)

H) C HUR HC C A E R DOUT L EWOR C A &GR , R E NT E HC C A E R DOUT L EWOR C A GR ( 2 8 4 1 / 2 1 8 3 4&1 0 9 1 / 0 3 2 7

RESURFACI NG

(U.I.P.)

) , R E NT E NC A I T S I HR EC C A DGR ME YNA L R ME OR F (

12O2-081D

CREVE COEUR M I LL ROAD

FL NE 571.58

MAY HAVE BEEN BUILT BY THE SCHOOL, BUT THE IMPRESSION IS MORE ROW THAN

(U.I.P.)

P L

P L 10 7/5 1114

T 577.20

THE SOUTH SIDE OF PATTONVILLE HIGH

S OUI NTL I A S HC HUR EC C A GR

CURB INLET THE SIDEWALK AND FENCES ALONG

N/F

NO ACQUISITION

MATCHLI NE C.L.STA 163+00.00

EX STM

FL SW 575.12

CONC.

12O2-080D

FL NE 580.44

PROP.6.5% 17.50'W R.E.

T ESM

(U.I.P.)

1"=5'

T 584.13

° 12 50 .5 '0 0 9" ' W

FL S 571.84

P.D.E.

ENLARGED PLAN FF

N 0 8

T 575.50

PAVEMENT REMOVAL

STA 162+78.97 EX.6.9%

AREA INLET

T.S.C.L. P.R.I.M.U.S.S.E.

. R E C I F HOF C HUR YAC DB GNE I SS HWA C 7WHI 4 G3 0P 5 B3 ONP

DBL CURB INLET

PROPOSED CONCRETE REPAIR

P L

EX STM

P.R.W.E.

09"E 112.50' S08°50'

12O2-079D

ORIGINAL: 2,612,064 S.F. NEW ROW: 36,858 S.F. TSCL: 9,066 S.F. REMAINING: 2,575,211 S.F.

. 9 0 7 2 / 3 9 6 4 T1 DA DE OR C E R . T S A H&E T HENOR OT YT T R E OP R LP ONA I T DDI HOWNSA C HUR HEC T O TT C E J UB SS DI OA ONR I T UNC NNJ E ONOFP I T A OC RL ME OR HEF T T HA NT E V GI . S E C OUR DS OR C E OUSR I R A NV ONSI I T A T E R P R E NT EI L B A I R A V HE NGT NI OI DJ SA E I T R E OP R LP L OOWNA ST R A E P P HA C HUR HEC T D E T C I P SDE ONA I T A OC HEL HOWST YS E V UR SS HI T D, OA DR E T A C A V

EX STM

T ESM SS TY G RE LI TI & E ) C U LI 4 23 ESS P UB PG NG R E I 34 5 V AT PB P RI T ( ESM

EFFECTIVE DATE 03-27-2018

PROPOSED CONCRETE SIDEWALK

09"E 125.00' S08°50'

PAR 13 COMMITMENT FILE NO 18-226431-KEE

. 2 6 9 / 4 3 4 5 T1 DA DE OR C E ER NC NA DI ROR E DP E T A C A V D ONR I T UNC NNJ E RP ME OR TOFF R A SP 6I R1 A P E NC NA DI ROR E DP E T A C A MPV HA GEOFC A L L I HEV NT I

P.S.E.

SERVICE LINE

EFFECTIVE DATE 03-27-2018

PROPOSED MILL AND OVERLAY

NEW R.O.W.

519

09"E 125.00' S08°50'

EFFECTIVE DATE 03-27-2018 PAR 12 COMMITMENT FILE NO 18-226430-KEE

8' 3.3

OLD REPUBLIC NATIONAL TITLE INS CO PAR 11 COMMITMENT FILE NO 18-226429-KEE

LEGEND

+ 74. 52 PC 1 61

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

4 0 9 1 / 0 3 2 D7 E ORDE I R ONOFP I T OR HEP ST 5I R1 A P . MP HA GEOFC A L L I HEV NT DI E T UA T I S 4 0 9 1 / 0 3 2 D7 E ORDE I R ONOFP I T OR HEP ST 7I R1 A P ONG L SA GHT I NDHE A L Y R YOFMA T I HEC NT DI E T UA T I S D ONR I T UNC NNJ E RP ME OR TOFF R A NP R E T S HEWE HT T WI

E 23" 9' 2° 2 0' S 2 15.6

6167/302 & 6167/303

70 W CT 24 " ' ° 39 LE N22 E ) AD TH A W ID SIC E JE S BL ) TE R IA IV A (V A (P R

' TER .08 WA 10' 715 ' W .09 23" ' 733 ° 29 W N22 23" ' ° 29 N22

N/F PATTONVILLE R-3 SCHOOL DISTRICT

548 N 80°56'46" E 118.05'

S 81°09'51" W 27.23'

1"=5'

DESCRI PTI ON

ORIGINAL: 113,709 S.F. PSE: 6 S.F. TSCL: 76 S.F. REMAINING: 113,709 S.F.

APP.

8 1 0 2 3 0 5 E0 T EDA V I T C E F F E

S 22°29'23" E 4.17'

ROW PLAN

11.37'

12O630222

MSD BASE MAP:

545

F. 636 537 0275

4 9 0 5 / 3 9 2 9 C1 L LL L I NDF A MPL HA MOC I S E I 9 0 1 5 / 3 9 2 9 NT1 NA E ST NCA I , R E B DWE E R OF DT E S A E L

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

54" W 8' S 75°4

Chest er f i el d,M i ssour i63017

544

PARCEL 14 - N/F

E-W GATEWAY TIP NO.

ROW PLANS

APPROXIMATE LIMITS CITY OF MARYLAND HEIGHTS

7.5' ESMT (PB 91 PG 34)

N81°09'51"E 73.00'

S81°09'51"W 80.00'

N81°09'51"E 60.00'

DESIGNED:

TWC 549

CHARLES EDWIN QUINBY JR.

BLOCK 1

been made relative to the accuracy of the provided information. These plans property boundary surveys.

standards for

12/1/2021

TWC CHECKED:

S 81°32'28" W 60.00'

LOT 10

way shown hereon are based on said provided documentation. No review has

8°50'09" W 1.17'

PLS-2007000085

County Department of Transportation. The proposed easements and right of

do not constitute a boundary survey that meets the Missouri

Existing property and right of way information was provided by St Louis

DRAWN: N 81°09'51" E 60.00'

" RK EN PA HS O V " " O1 T N A PL " ) 4 PG 3 1 PB 9 (

LOT 11 BLOCK 1

LOT 12 BLOCK 1

" RK EN PA HS O V " " O1 T N A PL "

) 4 PG 3 1 PB 9 (

SHEET SEQUENCE:

BLOCK 1

" RK EN PA HS O V " " O1 T N A PL " ) 4 PG 3 1 PB 9 (

STS

550

LOT 13

262+70

ENLARGED PLAN HH

1"=5'

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\19_AR-1563_RW.dgn

(U.I.P.)

SITUATED IN THE VILLAGE OF CHAMP.

OLD REPUBLIC NATIONAL TITLE INS CO

IN THE VILLAGE OF CHAMP VACATED PER ORDINANCE THE CHURCH OWNS ADDITIONAL PROPERTY TO THE NORTH, EAST & WEST.

N80°37' 55" E 301 . 87'

ELECTRIC PULLBOX

D AT&T-

" 2

2" 1

C ROW 7274/327 W SL 5' 7. 1 3 1 1 7274/329 & 7344/1

AT&T

D AT&T-

FL NE 596.09 FL SW 595.87

LL RD CREVE COEUR MI

26" °23' 91

EX SAN MH

FL SW 595.57

(A.T.G.)

165+00

8" VCP

5' WIDE SIDEWALK

SEE ENLARGED DETAIL MM THIS SHEET

N/F ELIANE STEIMEL, TRUSTEE

33 N/F MISKOVIC, DANIEL H. 2022060200553 12O611243

N/F

N GE HA SD. R A L

STUART EARL OTTOLINI

13017/211

22267/253 & 16019/2192

12O611188

12O611199

COMMITMENT FILE NO 18-226446-KEE

2724 CREVE COEUR MILL RD

EFFECTIVE DATE 02-27-2018

21365/867

2732 CREVE COEUR MILL RD

D LR L URMI OE EC V E R 0C 2 7 2

OLD REPUBLIC NATIONAL TITLE INS CO

L O T 1 BL O C K1

( PB 9 1 PG 3 4 )

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226448-KEE

8 1 0 2 7 2 2 E0 T EDA V I T C E F F E

EFFECTIVE DATE 04-11-2018

ORIGINAL: 6,750 S.F. TSCL: 185 S.F. REMAINING: 6,750 S.F.

ORIGINAL: 9,481 S.F. TSCL: 139 S.F. REMAINING: 9,481 S.F.

EFFECTIVE DATE 02-27-2018

ORIGINAL: 7,303 S.F. TSCL: 100 S.F. REMAINING: 7,303 S.F.

558

553

L5 L2

7. 5' ESMT ( PB 91PG 34)

N81 °09' 51 " E 60. 00'

1.56'

551

557 L4

60. 00'

L18

FL NE 596.23

(U.I.P.)

32 N/F 18793/940

1"=5'

( PB 9 1 PG 3 4 )

5 'E S M S T 6

7 (P ° B 2 9 9 1 ' 2 P 4 G "E 3 4 ) 7 0 . 2 5 '

TEL E ELEC METER J B

TEL E TEL E J J B B

A DJ U S TED PA RC EL1

TEL E J B

( PB 3 6 5 PG 6 3 4 ) LINE TABLE

COMMITMENT FILE NO 18-226445-KEE

L4:

EFFECTIVE DATE 04-11-2018

L5: L6:

N/A

L7:

N/A

L8:

N/A

L9:

N/A

560

N 79°43'01" E 60.02'

562

561

N/F

ALLIANCE PETROLEUM LLC

22064/3429 & 22064/3435 12O611441

8°50'09" W 3.04'

12235 MCKELVEY ROAD OLD REPUBLIC NATIONAL TITLE INS CO

8°50'09" E 2.80'

COMMITMENT FILE NO 18-228817-KEE

8°50'09" W 5.29'

EFFECTIVE DATE 04-24-2018

8°50'09" E 2.17'

OLD REPUBLIC NATIONAL TITLE INS CO

563

" L I O N PETRO L EU M 1 "

N 81°09'51" E 60.00'

NO ACQUISITION

L10: S 27°21'42" W 5.52' L11: S

8°50'09" E 5.49'

L12: N 79°43'01" E 60.02'

S 79°18'55" W 16.83'

' 91 99.

ENLARGED PLAN LL 1"=5'

PA RC EL1

1"=5' 5 .6 9 '

" V O HS EN PA RK " " PL A T N O1 "

(U.I.P.)

L3:

ENLARGED PLAN II L O T 2 BL O C K1

GUY WIRE

L2:

N81 °09' 51 " E 6. 26'

EXI ST ROW

582

12O611403

1 74. 84'

1 43. 1 2'

L1:

2736 CREVE COEUR MILL RD

ENLARGED PLAN KK

(U.I.P.)

S81 °56' 22" W

ONOFRIO SERRA & LUCREZIA SERRA, TRUSTEES

ORIGINAL: 34,925 S.F. TSCL: 775 S.F. REMAINING: 34,925 S.F.

W 59" S79°35'

ENLARGED PLAN JJ

W/LIGHT

(U.I.P.)

L13: S

10°16'59" E 2.83'

L14: S

79°43'01" W 32.05'

L15: S

87°30'54" W 9.60'

L16: N

10°16'59" W 17.02'

L17: S

78°18'22" W 21.22'

L18: S

10°16'59" E 17.80'

L19: S

79°43'01" W 48.68'

L20: N/A

( PB 9 1 PG 3 4 )

T 600.53

S 81°10'57" W 24.50'

9 "E

( PB 9 1 PG 3 4 )

CURB INLET

559

9 '5

" V V O O HS HS EN PA EN PA RK RK " " " " PL " PL A A T N T N O1 O1 " "

552

UTILITY POLE

FULL OF DEBRIS

" BN DRY A DJ U S TMEN T PL A T" " I NU S S U RV EY 2 8 2 "

10/3/2022

L21: N/A

DESIGNED:

TWC W 5'

SWBT ESMT 7387/2430

DRAWN:

TWC

L22: N/A L23: S

8°30'03" E 2.00'

L24: N

81°56'21" E 31.73'

CHECKED:

STS

L25: N 79°43'01" E 15.15' SHEET SEQUENCE:

( PB 2 3 2 PG 8 7 )

L O T 3 BL O C K1

T 594.51

DATE:

L O T 4 BL O C K1

S81°56'22"W 31.70' ASPH

S80°09'42"W 16.52'

556 S 6 7 ° 4 29 9 ' 2 . 1 0 4" ' E

L 24 31 . 72'

575

S 81 °32' 28" W

N81 °09' 51 " E 60. 00'

"E 51 ' 9 °0 06' 1 8. N8 1

S81 °44' 49" W 35. 50'

DBL CURB INLET

1 2" RCP

L17

N81°09'51"E 16.52'

N 2

ORIGINAL: 6,750 S.F. TSCL: 82 S.F. REMAINING: 6,750 S.F.

OLD REPUBLIC NATIONAL TITLE INS CO

CL 10'ESMT (PB 91 PG 34)

COMMITMENT FILE NO 18-226447-KEE

O NSC EI L T I LT ONA I T CNA I L UB P E DR OL E E K 9 4 4 6 2 2 8 ENO1 L I NTF ME T OMMI C

1 2" RCP

30' 68. E T.S.C.L. " 01 N79°43' ' 61 30. L19 1 EX STM 577

574

" V O HS EN PA RK " " PL A T N O1 "

12O611232 2728 CREVE COEUR MILL RD

NE I DG L BL 30' PB 91PG 34) (

EX STM

C ROW SL 6804/2226

SLC ROW 7343/51 2 & 7344/1 1 01

N 8°50' 09"W 5.24'

(U.I.P.)

SEE ENLARGED DETAIL KK THIS SHEET

STA 165+77.23 EX.8.4% PROP.6.4% R.E. 11.25'W

BLOCK WALL

SERVICE LINE

N79°43'01"E 5.00' SEE ENLARGED DETAIL LL THIS SHEET

565

L16

S 8°50' 09"E 5.00'

701

570

V C P

S08° 33' 33' 46"E S08° 46"E 127.57' 127.57'

SEE ENLARGED DETAIL II THIS SHEET

702

L13

583

34)

SEE ENLARGED DETAIL JJ THIS SHEET

(U.I.P.)

UNCLOG EXISTING INLET

(U.I.P.)

W " 01 S79°43' 87' 227.

ASPH

L14

P L

554

WALL

(U.I.P.)

ASPH

FL SW 588.65

W/RISERS

(U.I.P.)

5'ESMT (PB 91 PG

P L

" V O HS EN PA RK " " PL A T N O1 "

S08° 50' 09"E 112.50'

FL SW 592.74

30' BL DG L I NE ( PB 91PG 34)

W " 01 ' ' 3 2 4 0 ° . 9 0 6 S7 02' 60. . L C. S. T. L10

FL NE 588.57

(U.I.P.)

167+00

UTILITY POLE

572

62.31'

S08° 50' 09"E 177.05' STA 165+15.97 EX.6.2% PROP.6.6% R.E. 9.75'W

FL NE 592.77

(U.I.P.)

BLOCK

WALL

571

573

L1 5

77' 34.

FL N 588.73

FL NE 591.05

UTILITY POLE

576 C ROW SL 7290/2436

87' 227.

W " 01 S79°43'

24' 37.

BLOCK

P L

T 598.19

L25

CONC

S08° 50' 09"E 112.50'

EX SAN MH

T. S. C. L .

WALL

STA 163+96.05 EX.5.8% PROP.6.0% R.E. 12.50'W

BLOCK

CONC

12O2-026S

22. 78'

S10°16'59"E CONC 3.00'

P L

60. 00'

C ROW SL 392 7285/1

T 594.07

FL N 591.21

(U.I.P.)

C ROW I W PUBL 5' PB 91PG 34) (

C ROW SL 92 1 7332/1

566 700

N10°16'59"W 3.00'

1 42. 78'

STA 163+37.11 EX.5.5% PROP.5.8% R.E. 16.0'W

T. S. C. L .

564

C.L. (TYP.)

C ROW SL 099 7344/1

EX STM MH

T 597.02

(U.I.P.)

590

EX STM MH

(A.T.G.) (A.T.G.)

8" VCP

S08° 50' 09"E 138.98' STA 164+54.98 EX.6.4% PROP.6.2% R.E. 12.0'W

SL C ROW 7287/336

555

EXIST ROW

N79°43'01"E 5.00'

(U.I.P.)

( PB 91PG 34)

S81 °09' 51 " W

CONC

PULL BOX

(U.I.P.)

1 2" R CP

AT&T

C ROW SL 051 7365/1

578

W/LIGHT

SL C ROW 7282/1 595

C ROW 7274/327 W SL 5' 7. 1 3 1 1 7274/329 & 7344/1

166+00

TRAFFIC

UTILITY POLE UTILITY POLE

PUBL I C ROW

L23

164+00

SERVICE LINE

" 5

12O2-027S

MCI

12"

FL SE 595.70 SERVICE LINE

° 9

(U.I.P.)

T 603.64

(U.I.P.)

'4 8 0

W/LIGHT

SERVICE LINE

T 599.24

SERVICE LINE

CURB INLET

BY 1 5434/962

12"

5' WIDE SIDEWALK

UTILITY POLE

D AT&T-

2" RCP 1

SERVICE LINE

SL C ROW 4003/537 PART NOT VACATED

12"

12" 12"

1 2"

"E 1 2 ' 2 2 ° 6 4 N

(A.T.G.) D AT&T-

02 43. 66+ PRC1

D AT&T-

AT&TD

D AT&T-

AT&T

D AT&T-

PULLBOX

D AT&T-

91 5. 54'

D AT&T-

T AT&

AT&T

( PB 9 1 PG 3 4 )

D AT&T-

L O T 5 BL O C K1

N80°37' 55" E

(A.T.G.)

55" E 1 67. 89' T (A.T.G.)N80°37'

TT TT

' 5 4 . 5 5

MCI PULLBOX

FIBER OPTIC

N80°37' 55" E 86. 81 '

D AT&T-

D AT&TAT&T

5' W

(A.T.G.)

SL C ROW 1 5824/2090

(U.I.P.)

SL C ROW 1 5824/2090

D AT&T-

AT&T

AT&T-D

C.L. (TYP.)

TSCL: 145 S.F. REMAINING: 15,454 S.F. 8" RC P

" 2

595

(A.T.G.)

10" TREE

EFFECTIVE DATE 02-27-2018

ORIGINAL: 15,454 S.F. PRIMUSSE: 192 S.F.

FL S 592.24

12" RCP

TRAFFIC PULL BOX

AT&TD

COMMITMENT FILE NO 18-226439-KEE

T 597.19 LANDSCAPE AREA

(U.I.P.)

91 5. 54'

OLD REPUBLIC NATIONAL TITLE INS CO

FL=592.26

GRATE INLET

ON PB 350 PG 347 WHICH WAS SIGNED BY A CHURCH OFFICER.

N80°37' 55" E

TOP=597.11

(U.I.P.)

NO ACQUISITION

THE CHURCH APPEARS TO OWN ALL PROPERTIES ADJOINING THE

RCP 2" 1

EX STM

GRATE INLET

EX STM

T 603.23

PAR NO 21 - 12O630163 2777 CREVE COEUR MILL RD

VACATED ROAD, THIS SURVEY SHOWS THE LOCATION AS DEPICTED

(U.I.P.)

2" 1

10216/1132 13812/1482

PAR 20 COMMITMENT FILE NO 18-226438-KEE EFFECTIVE DATE 03-13-2018

THE FORMER LOCATION OF PENN JUNCTION ROAD IS SUBJECT TO VARIABLE INTERPRETATIONS IN VARIOUS RECORD SOURCES. GIVEN THAT

(U.I.P.) T

PAR 19 COMMITMENT FILE NO 18-226437-KEE EFFECTIVE DATE 02-27-2018

CURB INLET

(U.I.P.)

AT &T -D

PAR 18 COMMITMENT FILE NO 18-226436-KEE EFFECTIVE DATE 03-04-2018

RECORDED AT 14693/2709.

FL SW 599.58

SL C ROW 5824/2090 C.L. (TYP.) 1

2747 CREVE COEUR MILL RD

PAR 20 IS THE EASTERN PART OF FORMER PENN JUNCTION RD

EX STM

AT&T PULLBOX

SERVICE LINE

MATC HLI NE C.L.STA 163+00.00

(U.I.P.)

PAR NO 20 - 12O630323

PAR 19 IS THE PORTION OF PRIOR DEED 9222/1143

STA 166+59.11 EX.10.7% PROP.9.8% R.E. 18.75'W S08° 30' 03"E 126.14'

NO ACQUISITION

VACATED PER ORDINANCE RECORDED AT 15434/962.

P L SW BT ESMT 10890 /24 02

PULL BOX AT&T

2743 CREVE COEUR MILL RD

P L

8 1 0 2 7 2 2 E0 T EDA V I T C E F F EE E K 5 3 4 6 2 2 8 ENO1 L I NTF ME T OMMI 7C R1 A P

P L N I T RD M ES O N N O TI T I TY A NC LI I 62 JU V AC /9 UT C 34 I NN I N 54 BL P E D E E 1 PU R O I C RV PR ESE NAN I R RD O

O NSC EI L T I LT ONA I T CNA I L UB P E DR OL 8 1 0 2 7 2 2 E0 T EDA V I T C E F F EE E K 3 3 4 6 2 2 8 ENO1 L I NTF ME T OMMI 5C R1 A P 8 1 0 2 3 1 3 E0 T EDA V I T C E F F EE E K 4 3 4 6 2 2 8 ENO1 L I NTF ME T OMMI 6C R1 A P

PAR NO 19 - 12O630295

WITH THE EASTERN PART OF FORMER PENN JUNCTION RD

(GRACE WORLD OUTREACH CENTER,) (& GRACE WORLD OUTREACH CHURCH)

SHEET 14 OF 15

W/RISER

2723 CREVE COEUR MILL RD

ROW PLAN

UTILITY POLE

D LR L URMI OE EC V E R 5C 1 7 2

SITUATED IN THE CITY OF MARYLAND HEIGHTS ALONG

N I T RD M ES O N N I O TY C T ATI 2 N LI I AC /96 JU UT N N V 34 C I N I 54 BL P E D E E 1 PU R O I C RV PR ESE NAN I R RD O

2 1 4 1 1 O6 2 1 7RNO1 A P

(U.I.P.)

PAR 18 IS THE PORTION OF PRIOR DEED 9222/1143

D LR L URMI OE EC V E R 1C 0 7 2

(FORMERLY NAMED GRACE CHRISTIAN CENTER,)

PU BLIC W O RK S

PAR NO 18 - 12O630284

5 0 3 0 3 O6 2 1 6RNO1 A P

F. 636 537 0275

D LR L URMI OE EC V E R 5C 9 6 2

N/F GRACE CHURCH - SAINT LOUIS

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

9222/1143 & 13812/1482 ROAD VACATIONS 14693/2709 & 15434/962

2 4 0 0 3 O6 2 1 5RNO1 A P

T. 636 537 5585

(GRACE WORLD OUTREACH CENTER, & GRACE WORLD OUTREACH CHURCH)

Chest er f i el d,M i ssour i63017

standards for

property boundary surveys.

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

(FORMERLY NAMED GRACE CHRISTIAN CENTER,)

TRA N SPO RTA TIO N

N/F GRACE CHURCH - SAINT LOUIS

108.25'

County Department of Transportation. The proposed easements and right of

do not constitute a boundary survey that meets the Missouri

SEE ENLARGED DETAIL OO THIS SHEET

TY ESM T LI CELL ACC ESS & UTI W 15' 8/952 320 1 & 42 8/9 8334/167,1320

Existing property and right of way information was provided by St Louis

been made relative to the accuracy of the provided information. These plans

SCALE: 1" = 20'

49"W N11°53'

1"=5'

way shown hereon are based on said provided documentation. No review has

SCALE IN FEET

ENLARGED PLAN OO

10/3/2022

2 6 9 / 4 3 4 5 9&1 0 7 2 / 3 9 6 4 ONS1 I T A C A DV OA R

NOT FOR CONSTRUCTION

97' 4. 1 E 1 00" N79°43'

' 56 8. 39

17 9. 38

1"=5'

S OUI NTL I A S HC HUR EC C A GR ) , R E NT E NC A I T S I HR EC C A DGR ME YNA L R ME OR F ( H) C HUR HC C A E R DOUT L EWOR C A &GR , R E NT E HC C A E R DOUT L EWOR C A GR ( 2 8 4 1 / 2 1 8 3 4&1 0 9 1 / 0 3 2 7

0 0 + 8 6

598

ENLARGED PLAN MM

N/F

38. 80'

PLS-2007000085

S 80°37' 55" W

ROW PLANS

RESURFACI NG

6.95'

DESCRI PTI ON

567

S 80°37' 55" W

12O & 12P

REVI SI ONS

W " 41 S 77°44' 27' 9. 1

MSD BASE MAP:

APP.

CHARLES EDWIN QUINBY JR.

20MSD-00522

596

MSD:

"W 29 '

"W 29 ' ' 08 49 7° 37. 6 N3 "W 29 ' 08

P.D.E.

S 79°43'01" W 34.77'

E. S. S. U. . M . I R. P. 637

6834D-21

T M 03 T M ES 7° ES EC 65 N3 S 6 3 EL G A /21 /2 W ' 89 W 361 ' 10 83 20 13

N 5 7 ° 0 6 .9 0'5 2 7 ' " L11 W

STP 5526(646) E-W GATEWAY TIP NO.

5' .3

7° N3

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

" 0 3 ' 1 1 ' ° 51 3 . 4 10

L12

' E 31 " 5. 1 00 ' 3 °5 57

FEDERAL PROJECT NO.

REV.DATE

PAVEMENT REMOVAL

AR-1563

CREVE COEUR M I LL ROAD

T.S.C.L.

568

' 97 7. 1

N 66°21'02" E 16.44'

COUNTY PROJECT NO.

PROPOSED CONCRETE REPAIR

01 °03' N 72

L. C. S. T.

APPROXI MATE L I MI TS CI TY OF MARYL AND HEI GHTS

4 27

P.R.W.E.

TS MI I MATE L APPROXI ' 9 4 . GHTS D HEI N A YL 8 TY OF MAR CI 1 "E

597

569

R) ( 38' C)93. ( 98' 92.

"W 29 ' 03

PROPOSED CONCRETE SIDEWALK

P.S.E.

W 00" S79°43'

APPROXI MATE L I MI TS VI L L AGE OF CHAMP 7° N3

PROPOSED MILL AND OVERLAY

NEW R.O.W.

PULL BOX CAT V

TS MI I MATE L APPROXI AGE OF CHAMP L L VI

MATCHLI NE C.L.STA 168+00.00

LEGEND

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\20_AR-1563_RW.dgn

10 ' 22 "W

7194

S I

° " R C P

FL SW 586.73

(U.I.P.)

22064/3429 & 22064/3435 12O611441 12235 MCKELVEY ROAD LS

M CK E L

UNKN O (O RI GI N RO W 5' W

P R C "

SEE ENLARGED DETAIL RR THIS SHEET

89°39' 41 "

84°50' 33"

CONC. CURB

(U.I.P.) MO DOT ROW 537 8/1 1 3

PROPOSED CONCRETE SIDEWALK

P.R.W.E.

PROPOSED CONCRETE REPAIR

CONC. SI DEWAL K

630

P. S. E.

S87 °1 4' 38" W

631

ASPHALT

5' W

REVI SI ONS

DESCRI PTI ON

89.9 4' N06 ° 06 ' 00"W

55.6 5'

BY REV.DATE

5 '

4/5/2022

0 73+0 1

CONC. CURB

(U.I.P.)

10320/2198

(U.I.P.)

CONC. CURB (U.I.P.)

12O611320

SEE ENLARGED DETAIL QQ THIS SHEET

3056 MCKELVEY ROAD FIRST AMERICAN TITLE INSURANCE CO COMMITMENT NO 180286 EFFECTIVE DATE 03-14-2018

601

SI GN TT AT&T

N TRAFFIC SIGNAL

600

(U.I.P.) N

98' 9. 58" E 4' 66°2

' ' 97 31 7. 1 5. 1 E " 00 3' °5 57

(ALSO AR-1718 PARCEL 47)

638

636

64. 89'

0 0 + 68

S80°3 7' 55" W

LL RD I M R COEU E V E R C (U.I.P.) (U.I.P.) CONC. CURB

PULL BOX TRAFFIC

PULL BOX AT&T

TE LE JB

WILLIAM & CYNTHIA CANTRELL

GAS PUMPS

FL NE 581.16 FL SW 581.16

NE OF I CENTERL OR MODOT S FOR S PRI THI THE BASI S N I A M E R N ROW VEY ROAD KEL CERTAI Mc F O N O I T I N E DEFI TL I ONS. CTI RI T S RECORD T E R S S ACCE ONS AND OCATI L

72+00 1

ORIGINAL: 22,305 S.F. PSE: 34 S.F. TSCL: 486 S.F. REMAINING: 22,305 S.F.

624

ASPHALT

ASPHALT CURB

(U.I.P.) EXI ST ROW

S78°26' 1 8" W 1 44. 74' ACCESS RESTRI CTED PER 537 8/1 1 1

C1:

N/A

C2:

R=54.00 L=15.00

CL=14.95 CB=N 72°08'47" E

21 0. 39'

26 PARCEL - 26 N/F

634

ONOFRIO SERRA & LUCREZIA SERRA, TRUSTEES

L10

18793/952

633

12O620142

L11

3072 MCKELVEY ROAD OLD REPUBLIC NATIONAL TITLE INS CO

632

COMMITMENT FILE NO 18-226444-KEE

C3:

N/A

C4:

N/A

C5:

R=2850.79 L=100.36

N 77°21 ' 25" E 1 5. 75'

EFFECTIVE DATE 02-27-2018

635 S 77°02' 45" W

NO ACQUISITION

1 9. 71 '

L9 626

625

627

C2 6 L 5 L

09" E 2' °1 N 66 54' 9.

1 0. 20'

N 79°4 0' 02" E 37. 67' 628

ENLARGED PLAN QQ

1"=5'

CURVE TABLE

MODOT R OW 5378/1 1 1

CL=100.35 CB=S 73°12'43" W

S 76°24' 26"

623

(U.I.P.)

C.L. (TYP.)

TE LE JB

38. 80'

639

F. 636 537 0275

8 °

2 N

W 5 E S 18 AT E S 7 E R / R R 13 5 5 E 15 E 3 S S '1 7 T M 8 R M 1 T / IC O " 10 T D E 5 O E 9 3 D 7 T 8 / RO 6 10 4 W 9 .

'W 15

A C

FL SW 584.47

DATE:

9 73+2 1

(A.T.G.)

88. 49'

PARCEL - 29 N/F

OVERHANG OVER

629

T 589.90

CONTROL BOX

CONC.

(U.I.P.)

SI GN AT &T

(U.I.P.)

34 .2SW BT 9'

2 " E

9 '5 5 CURB INLET T 588.57

PULL BOX

° 4 1' 4 0"E 4 5.24

'L S0 =20 7° 1.1 55 3' ' 04 "W

(U.I.P.) EX STM

TRAFFIC

PAVEMENT REMOVAL

.0 0' 0' L=2 N0 1 6° 5.91 ' 00 ' 44 "E

P.D.E.

(R)

CONC.

EX STM MH

(U.I.P.) 5' WIDE SIDEWALK

CONC. CURB

ENLARGED PLAN PP

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

CONC. CURB

EOP STA 172+98.10

K DEWAL CONC.SI

ASPHALT

T. S. C. L . L 8

CONC. CURB

1"=5'

T.S.C.L.

171+00

N80°1 1 ' 35" E 1 90. 80'

P.S.E.

.0 6 ' 5

8 '

.7 5 15 " E 2 9 '5 5 ° 7

1 70+00

(U.I.P.)

593

8' .6 12

PROPOSED MILL AND OVERLAY

P RC

LEGEND

TELEPHONE M.H.

594

(A.T.G.)

MODOT ROW 5378/ 1 09

11" 7' °0 39

7387/2 430

(U.I.P.)

W N)

NO ACQUISITION

CONC. CURB

V EY

EFFECTIVE DATE 04-24-2018

(A.T.G.)

MODOT ROW 5378/ 1 09

C.L. (TYP.)

GAS ESMT 6020/4 93

COMMITMENT FILE NO 18-228817-KEE

FL SW 582.99

10' W

OLD REPUBLIC NATIONAL TITLE INS CO

FL NE 583.17

W O R T S I X E

T 587.34

(A.T.G.)

R= 1 1 89. 92' L = 44. 03' Ch d = 44. 03' S79°02 ' 39" W

"W 5 3 ' ' 11 ° 74 6 1. 3 5 S

1' 6 1.

N/F ALLIANCE PETROLEUM LLC

FL E 586.03

S08° 32' 4 3"E 26.16 '

12 "

FL W 586.65

CURB INLET

STA 171+34.24 EX.2.9% PRO P.4 .4 % R.E. 51.50'W

"W 3 0 ' 6

20"

R = 5 L C = 4 S h 15 .5 GV 0 d 0 =1 .0 0' ° 0 3 4. ' 9 95 ' 3 8 ' "E

T 591.80

R=3 50.0 0' L=4 7.21 ' C hd =4 7 .17' S04 ° 40 ' 52" E

4 N

CURB INLET

EX STM

(A.T.G.)

ENLARGED PLAN RR 1"=5'

SHEET 15 OF 15

FL N 580.77

2" 1

ASPHALT

(U.I.P.)

PULL BOX

PU BLIC W O RK S

TRAFFIC

EX STM

TRAFFIC CLEANOUT

ROW PLAN

T 588.52

(U.I.P.)

" 8

(U.I.P.)

T 586.70 FL SW 582.07

K DEWAL I CONC.S

MCI

GRATE INLET FL NE 582.25

D TAT&

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

GV (U.I.P.)

6.65'

X E

8" V C

GV GRATE INLET

(U.I.P.) R FL SW 580.77 = L 5 (A.T.G.) S Ch =1 4. 5 0 7 2 d= .0 0 ° 14 0 ' 0 8 .9 ' CONC. CURB ' 4 5' (U.I.P.) 7 T " TELE M.H. W

PULL BOX

09' 6. 1 1

OT ROW 5378/1 09

592

(U.I.P.)

SLC 733 ROW 51 541

EX STM

UT I L SI GN

CONC.

EX STM

(U.I.P.)

TRAFFIC

NEW R.O.W.

(U.I.P.)

MO DOT ROW 537 8/1 1 3

2" RCP 1

P RC 2" 1

E 54" 0°43' N7 MOD

CONC. CURB

TRA N SPO RTA TIO N

CONC.

591

CONC. CURB

PULL BOX 8" (U.I.P.) PV C

SWBT ESMT

1 69+00

APPRO XI MATE LI MI VI TS LLAGE OF CH AMP

80. 00'

AT&

5378/111

SLC R OW 7343/ 51 2 & 7344/ 1 1 01

(A.T.G.)

AT&T

5' WIDE SIDEWALK

6' WIDE SIDEWALK

&T AT

AT&T-D ST ROW R&A) EXI ( 00' 60. CTED I CESS RESTR C A ' 6 9 2. MCI5 70 3 / 9 7 0 7 R E P T

PER

SLC R OW 6804/ 2226

FL SE 584.99 (12" RCP)

12O & 12P

L15: S 27°59'52" W 0.95'

MOD OT ALLO ACC ESS WS TO DI REC THE LOC T AL R RELO OAD CAT THI S L ED N O RTH I NE PER OF 707 9/37 0 S83 °54 ' 00" W

" 20

(U.I.P.)

MODOT RESTRI CTED DI RECT ACCESS EAST OF THI S LI NE

T 591.95

1 2" R CP

T 588.54

MSD BASE MAP:

RESURFACI NG

CURB INLET

(U.I.P.)

20"

R) ( 38' A)80. ( 09' 56.

EX STM

FL SE 587.75

DBL CURB INLET

PT 16 8+88. 98

(U.I.P.)

FL W 587.83

EX STM

FL S 584.35

ASPHALT

15"

SEE ENLARGED DETAIL PP THIS SHEET

FL NW 586.35

20MSD-00522

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T 589.79

CONC.

TAGE TOTAL FRON NT VE COVENA CTI RESTRI 855/276 PER 21 R&A) ( 03' 0. 1 D1 T&T-

AT&T

CONC. SIDEWALK C5

S11° 13' 51"E

(U.I.P.)

EX SAN MH

(U.I.P.)

S 10°20'35" E 8.20'

CREVE COEUR M I LL ROAD

FL SW 587.22

L9:

MSD:

T. 636 537 5585

12O2-048S

FL NE 583.71

S 78°46'09" W 43.72'

ALL DI REC T I -270 AC C ESS REST TO RI C TED 53 7 8 PER /111

FL N 585.47 (12" RCP)

L8:

Chest er f i el d,M i ssour i63017

(U.I.P.)

N 11°13'51" W 6.65'

ROW PLANS

FL SW 581.87

T 591.77

6834D-21

L7:

L14: N/A

287. 74 '

EX STM MH

PC 16 9+68. 51

FL NE 578.03

N 36°11'35" E 1.19'

L13: N 13°25'38" E 1.22'

' 24 "E

FL N 568.56

E-W GATEWAY TIP NO.

L6:

OT LO C IN T AL ER S RD TA T (IN E D I-27 R 0 R OW )

ROW SLC 1 1 1 /1 4 4 73

T 588.32

AS PH AL T

R) ( 75' A)29. ( 94' 53. = L

MCI

RC P

EX STM MH

SLC R OW 7321 /1 596

(U.I.P.)

1 2" RCP ROW C SL 09 1 4/1 EX STM MH 12" RCP 734 T 588.13 (U.I.P.) FL NW 582.71 (12" RCP) OW R OT FL NE 579.37 9 MOD 0 8/1 FL S 579.82 537 FL SW 578.88

STA 169 +85.23 EX.2.1% PRO P.6. 4% 34 .0'W C .E.

20"

SLC R OW 7365/ 1 051

(U.I.P.)

MODOT RESTRI CTED DI RECT ACCESS EAST OF THI S LI NE PER 5378/109 & 7079/370

(A.T.G.) 6"

ASPHALT CURB

TELEPHONE PEDESTAL

20"

24" RCP

FL S 587.91 (12" RCP)

20' W

R= 2850. 79' L = 241 . 6 2 SI ' GN C h d = 241 . 55' N74°37' 53" 1 E 2" RCP

T 592.16

NT VE COVENA CTI RESTRI EUM OL R T E P G N I D REGAR ON NATI CONTAMI 855/276 21 WATER ESMT 51 87/51 5

20"

DBL CURB INLET

ORIGINAL: 23,337 S.F. PRIMUSSE: 19 S.F. TSCL: 22 S.F. REMAINING: 23,337 S.F.

ASPHALT

Chd=118.91'AT&T-D N73°23'54"E 0"

AT&T

N 2

12 .3 1' E 12 ' 0 3 "

L = 51 . 75' C ON C.

WV (U.I.P.)

EFFECTIVE DATE 02-27-2018

R=2850.79' L=118.92'

Ch d = 33. 81 ' MCI N74°55' 59" E

N 36°11'35" E 2.97'

L12: N/A

S06° 33

1 2" RCP

3 .I AT 9 . R= 285 0 T 7& 9 ' P. D . 7 .) 5 L ' = 33. 81 '

L5:

STP 5526(646)

L11: N 87°14'38" E 8.94'

85 1. 72+7 PT 1

20"

OLD REPUBLIC NATIONAL TITLE INS CO PAR 25 COMMITMENT FILE NO 18-226443-KEE

ESM T 12575 /1052

91 5. 54'

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

N/A

3063 MCKELVEY ROAD

SEE ENLARGED DETAIL SS

S S 6 15 L 5 8 C ° 2 3 P 4 5 T / ' S 17 2 E 0 " E (U 84

PAR NO 25 - 12O640306

THIS SHEET

614

EX STM

M ATC H LI NE C . L.STA

E " 41 ' 48 9° ' 1 7 2 N 4.

AT&T

1 2"

(U.I.P.)

L4:

FEDERAL PROJECT NO.

1"=5'

SW B T

CONC.

FL OVER 28' DEEP

N/A

10987/535

P L

N80°3 7' 55" E D5 3 AT&T. 33'

EXI ST RO W

N/F

SW B T ESM T 7399/ 792

R= 2850. 79' L = 88. 90' AT&T-D CId = 88. 89' MCh N76°09' 58" E

605

T 587.75 CNA

L3:

615

5' W

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

N79°4 8' 41 " E 1 08. 26' CONC. CURB SLC P TSE 1 5824/ 2087 ( SEE NO TE 1 5 ON SURVE ( I MPROV Y SHE EMENT ET 1C S UTI ( OUTSI ONCER LI ZED B DE OF NI NG) Y THE KNOWN PUBLI PUBLI CONC. C BUT C ROW ) OR EA SEMEN TS. )

EX STM MH

S 33°02'59" E 1.77'

ENLARGED PLAN SS

S09° 4 1' 4 0"E 115.96 S09° 4 ' 1' 4 0"E 296.04 '

CONC.

N80°3 7' 55 " AT&T E 12" RCP

3"W

NO ACQUISITION

EFFECTIVE DATE 04-03-2018

N 2

PAR 23 COMMITMENT FILE NO 18-226441-KEE

SLC PDE 74 19/ 11

EFFECTIVE DATE 02-27-2018

MCI

64. 89'

75.56 '

OLD REPUBLIC NATIONAL TITLE INS CO PAR 22 COMMITMENT FILE NO 18-226440-KEE

603

R= 2850. 79' L = 8. 38' CB= S74°1 8' 1 6" W CL = 8. 38'

RYZE HOLDINGS LLC

STA 1 70+69 .10 EX.7. 0% PRO P. 9.8% 56.25 'W C .E.

SE PT 87 0 C 2 SL 4/ 82 5 1

P L

168+00 .00

3009 CREVE COEUR MILL RD

' 45 . 55

"E 21 ' 22 ° 6 N4

T.S.C.L.

TO THE NORTH & WEST.

ORIGINAL: 133,432 S.F. PRIMUSSE: 120 S.F. TSCL: 13 S.F. REMAINING: 133,432 S.F.

PAR NO 23 - 12O630130

682

R= 2850. 79' L = 1 0. 1 8' CB= S74°29' 28" W CL = 1 0. 1 8'

N/A

L2:

L10: N 87°14'38" E 3.00'

S 88°47'34" E 15.06'

EFFECTIVE DATE 02-27-2018

3005 CREVE COEUR MILL RD

18" R C

ORIGINAL: 15,454 S.F. PRIMUSSE: 192 S.F. TSCL: 145 S.F. REMAINING: 15,454 S.F.

THE CHURCH OWNS ADDITIONAL PROPERTY

640

OLD REPUBLIC NATIONAL TITLE INS CO PAR 24 COMMITMENT FILE NO 18-226442-KEE

PAR NO 22 - 12O630152

S 76°45'46" E 7.63'

' 06"E 100.00 S19° 16'

EFFECTIVE DATE 02-27-2018

5' W

13812/1487

(A) 06"E 98.10' S19° 16' (R) 97.30'

COMMITMENT FILE NO 18-226439-KEE

SITUATED IN THE VILLAGE OF CHAMP.

3055 MCKELVEY ROAD

15' W

OLD REPUBLIC NATIONAL TITLE INS CO

PAR 23 IS THE PORTION OF DEED 13812/1487

PAR NO 24 - 12O640261

(GRACE WORLD OUTREACH CENTER,)

610

L = 4. 20'

R= 2850. 79' L = 1 5. 55' CB= S74°41 ' 57" W CL = 1 5. 55' 613

(& GRACE WORLD OUTREACH CHURCH)

SITUATED IN THE CITY OF MARYLAND HEIGHTS.

2777 CREVE COEUR MILL RD

(U.I.P.)

(FORMERLY NAMED GRACE CHRISTIAN CENTER,)

PAR NO 21 - 12O630163

PAR 22 IS THE PORTION OF DEED 13812/1487

NT VE COVENA CTI RESTRI EUM NG PETROL REGARDI ON NATI CONTAMI 855/276 21

10987/532

13812/1482

P VC 8" MT ES ' EC 21 EL 1753 MT 4. ES W ' 5/ 12 S 10 31 6 G A 216 W 1/ ' 20 1336

10216/1132

RYZE HOLDINGS LLC N/F

G R A CE

(& GRACE WORLD OUTREACH CHURCH)

PARCEL 24 - N/F

25.85

(GRACE WORLD OUTREACH CENTER,)

L N08° 06' 4

(FORMERLY NAMED GRACE CHRISTIAN CENTER,)

SLC PDE 7321/ 1603

"W 29 ' 03

GRACE CHURCH - SAINT LOUIS

4/5/2022

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

GRACE CHURCH - SAINT LOUIS

7° N3

N/F

CH U R C

' 56 8. 39

7 5 ° 7 1 6° 6' 1 4 4 5' " 4 E 1 6" 1 . 58 1 1 . E ' 8 2 1 ' 4 . 7 5' L15

"W 29 ' 03 PLS-2007000085

property boundary surveys.

CHARLES EDWIN QUINBY JR.

standards for

CL 5 0' W PRI AC C E V ATE SS E C RO S SM T S 1582 N07° 4 /20 06' 93 30"W 14 9.7 9'

7° N3

do not constitute a boundary survey that meets the Missouri

T.S.C.L.

L1 3

been made relative to the accuracy of the provided information. These plans

ESM T

681 641

5 .7

way shown hereon are based on said provided documentation. No review has

8 '

County Department of Transportation. The proposed easements and right of

AR-1563

L1:

APP.

609 Existing property and right of way information was provided by St Louis

COUNTY PROJECT NO.

LINE TABLE

NOT FOR CONSTRUCTION

/174 9

S1 2°

CHAMP APPRO XI MATE CI TY OF LI MI TS MARYL AND H EI GHTS

M OD

VI LLAGE OF

DESIGNED:

TWC DRAWN:

TWC CHECKED:

STS 0

60 SHEET SEQUENCE:

SCALE IN FEET SCALE: 1" = 20'

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\21_AR-1563_RW.dgn

460

459

DRIVE STA 104+54.46 RT (COMMERCIAL) 1 . 5%

461

8% 2.

L=15.00' -1 2 . 8 %

459

460

463

462 462

1 . 0%

L=5.00'

B L B L

462 463

461 462

5% . 1

7% 2.

DRIVE STA 114+48.14 LT (COMMERCIAL)

B L

5% . 1

461

5% . 1

461

460

DRIVE STA 112+83.25 RT (COMMERCIAL)

0. 9%

DRIVE STA 109+91.42 RT (COMMERCIAL - POSSIBLE CLOSURE) 462 462

3. 7%

1 . 4%

DRIVE STA 113+92.99 LT (COMMERCIAL)

463

462

9% 3.

5' 461

460

F. 636 537 0275

0% 8.

462

-0.0%

3. 1 %

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

465

T. 636 537 5585

DRIVE STA 114+95.26 RT (COMMERCIAL) BY

APP.

DESCRI PTI ON

REVI SI ONS

El ev=463.92

PVI0+50.99

El ev=464.00

NOT FOR CONSTRUCTION

REV.DATE

463

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

El ev=463.58

PVI0+49.37

El ev=463.51

464

SHEET 1 OF 6

463

465

PU BLIC W O RK S

464 PVI0+40.14

B L

DRI VEW AY PROFI LES

461

1 . 7% 0. 7%

TRA N SPO RTA TIO N

B L El ev=464.03

0.1%

ROW PLANS

L=5.00'

PVI0+35.12

461

RESURFACI NG

463

El ev=461.65

460

PVI0+48.24

464

El ev=461.58

461

PVI0+43.24

465

El ev=464.05

El ev=460.89

PVI0+39.98

El ev=460.88

PVI0+35.01

El ev=460.88

PVI0+30.39

462

CREVE COEUR M I LL ROAD

5. 7%

B L

0. 6%

El ev=461.50

18 .2 % 462

PVI0+40.36

463

0. 4%

El ev=462.16

0. 9%

PVI0+44.28

464

PVI0+39.79

458

DRIVE STA 110+94.44 RT (COMMERCIAL-POSSIBLE CLOSURE)

El ev=462.08

465

El ev=462.77

459

PVI0+34.97

459 PVI0+30.28

460

PVI0+34.79

El ev=460.90

PVI0+50.04

460

El ev=462.03

El ev=461.77

462

El ev=461.38

460 PVT 0+45.28

El ev=462.22

PVI0+42.78

El ev=462.34

PVI0+35.28

1 . 1 %

PVI0+31.55

4. 0% 1 . 5% PVI0+56.12

0+40.28 El ev=462.26

PVC

1 . 5%

El ev=459.80

PVI0+51.12

El ev=462.49

PVT 0+36.82

1 . 9%

El ev=460.05

4% 2.

El ev=462.64

461

PVT 0+49.19

B L PVI0+34.32

0% 4.

El ev=461.01

DRIVE STA 105+92.28 RT (COMMERCIAL) El ev=462.20

-0.0%

PVI0+41.69

461 El ev=462.67

463 PVI0+31.88

B L

El ev=461.12

0+34.19

462 0+31.82

2. 2%

PVC

464 El ev=462.73

458

PVI0+28.33

B L

El ev=461.20

463

PVC

462 PVI0+29.19

461

El ev=462.81

462

PVI0+26.15

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

% 1 7. 464

5% . 1

463 DATE:

12/1/2021

463

461

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\22_AR-1563_DP.dgn

464 465

0. 4% 0. 5%

463

DRIVE STA 115+07.46 LT (COMMERCIAL) 1 . 0% 1 . 0% -1 0. 3% 0. 8%

463

476 476 497

475 475 496

DRIVE STA 118+36.91 RT (COMMERCIAL)

B L

465

1' B L

464 5' 495 1 . 6%

% 1 . 1

494

DRIVE STA 122+60.22 LT (RESIDENTIAL)

2. 0% El ev=496.69

17 .7 %

495

DRIVE STA 124+28.67 RT (RESIDENTIAL)

486

5% . 1

499

L=5.00'

498

DRIVE STA 123+70.18 RT (COMMERCIAL - REPLACED UP TO ROW)

496

L=5.00'

DRIVE STA 123+22.87 RT (COMMERCIAL-REPLACED TO UP TO ROW) 495

495

% 1 . 1

494

F. 636 537 0275

501

498

0% . 1

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

501

T. 636 537 5585

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

El ev=502.11

PVI0+33.84

504

Chest er f i el d,M i ssour i63017

502 REV.DATE

3% 7. DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

5% . 1

% 1 9.

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

El ev=499.11

PVI0+43.53

El ev=502.05

PVI0+29.84

4. 0%

PU BLIC W O RK S

-1 1 . 6% -8 . 9%

El ev=499.37

5% . 1 503

TRA N SPO RTA TIO N

498

PVT 0+41.29

El ev=499.66

PVI0+38.79

B L

DRI VEW AY PROFI LES

5% . 1 PVI0+44.57

El ev=499.62

El ev=501.98

El ev=490.35

PVT 0+50.21

El ev=490.35

PVI0+47.71

492

SHEET 2 OF 6

4% 3.

PVI0+24.84

0+45.21 El ev=490.45

PVC

El ev=490.55

L=5.00'

ROW PLANS

498 El ev=501.72

PVI0+31.15 El ev=490.38 PVI0+32.93

B L

RESURFACI NG

4% 9.

PVI0+21.37

504

CREVE COEUR M I LL ROAD

477

El ev=496.87

B L

PVT 0+43.59

499 0+36.29

L=5.00'

El ev=497.31

PVC

502

El ev=494.55

0% 4.

6% 2.

PVI0+41.09

DRIVE STA 120+15.32 LT (COMMERCIAL) El ev=499.55

1 . 4%

PVI0+41.02

0. 8%

PVI0+31.29

L=5.00'

El ev=497.28

0+38.59

478

PVC

483

El ev=499.43

503

El ev=494.51

500

PVI0+37.49

484

El ev=497.23

B L 501

PVI0+33.59

483 485 PVI0+26.97

487

El ev=494.44

El ev=485.72

PVI0+57.29

El ev=490.56

PVT 0+42.54

490

El ev=497.10

El ev=485.70

PVT 0+52.80

El ev=485.68

PVI0+50.30

8% 0.

491

PVI0+31.49

0+47.80

El ev=485.34

PVI0+45.30

L=5.00'

PVI0+29.52

L=5.00'

El ev 485.51

PVRC

0+42.80 El ev 485.44

PVRC

El ev=490.66

PVI0+40.04

5% . 1

El ev=463.97

El ev=485.54

0+37.54 El ev=490.62

PVC

491

El ev=476.69

5% 3. PVI0+40.30

486

PVI0+45.11

1 . 7% El ev=485.52

0+37.80

DRIVE STA 121+45.57 LT (COMMERCIAL)

PVI0+44.21

484 PVC

490

El ev=464.01

478 El ev=476.56

% 1 . 1

PVI0+40.49

477 El ev=485.48

6% 9.

El ev=464.04

B L

PVI0+35.59

485

PVI0+35.40

B L PVI0+31.97

492

El ev=476.08

487

PVI0+30.47

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

6% 0.

501

500 DATE:

12/1/2021

497

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\23_AR-1563_DP.dgn

504

503

7% . 1 7% . 1 5% . 1

502

DRIVE STA 124+63.22 LT (COMMERCIAL) L=5.00' 5% . 1

523

505

504

503

502

2. 2%

8% 0. 520

5' 519

5% . 1

1 . 9%

5% . 1

% 0 . 5 1

3% 8.

DRIVE STA 126+39.88 RT (RESIDENTIAL)

2% 5.

518

DRIVE STA 127+79.86 RT (RESIDENTIAL)

522

El ev=525.19

PVT 0+38.22

El ev=524.89

PVI0+35.72

El ev=524.52

DRIVE STA 130+28.34 RT (RESIDENTIAL)

527 527

L=5.00'

526 526

9% . 1 1

524

522

DRIVE STA 128+78.78 RT (RESIDENTIAL)

B L

520

519

9% 9.

L=5.00' 518

24 OF

PU BLIC W O RK S

525

F. 636 537 0275

526

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

527

T. 636 537 5585

B L

Chest er f i el d,M i ssour i63017

DRIVE 130+57.03 RT (RESIDENTIAL)

0+30.95

APP.

DESCRI PTI ON

REVI SI ONS

El ev=525.92

PVT 0+35.95

El ev=525.99

PVI0+33.45

El ev=526.17

PVC

El ev=526.61

PVI0+15.48

NOT FOR CONSTRUCTION

REV.DATE

525

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

L=5.00'

526

El ev=526.55

PVT 0+25.46

El ev=526.72

PVI0+22.96

El ev=526.69

0+20.46

3. 0%

TRA N SPO RTA TIO N

El ev=526.56

PVI0+20.75

El ev=526.49

PVC

-7 . 0%

SHEET 3 OF 6

524

528

DRI VEW AY PROFI LES

1 . 4%

L=5.00'

ROW PLANS

525

5% . 1 527

RESURFACI NG

511

El ev=526.46

El ev=515.62

PVI0+35.25

B L

CREVE COEUR M I LL ROAD

512

0+33.22

513

PVC

L=5.00'

El ev=523.82

B L

El ev=518.91

B L

PVT 0+28.55

DRIVE STA 126+85.90 RT (RESIDENTIAL)

PVI0+27.92

513

PVI0+15.73

525

El ev=523.44

1 . 6%

PVI0+26.05

526

El ev=518.86

2. 6%

El ev=523.41

527

PVI0+24.89

514 El ev=526.21

L=5.00'

0+23.55

515

7% 3.

PVC

B L

PVI0+12.04

L=5.00'

El ev=523.35

1 . 7%

El ev=518.79

DRIVE STA 127+30.03 RT (RESIDENTIAL)

PVI0+19.55

527

PVI0+19.89

515

PVI0+11.47

528

El ev=518.36

El ev=513.30

-7 . 3%

516

PVI0+15.56

El ev=513.37

PVI0+36.80

El ev=516.11

PVT 0+30.84

517

El ev=522.82

0+34.30 El ev=513.64

PVC

PVT 0+39.30

-1 1 . 0%

PVI0+13.21

El ev=511.78

PVT 0+35.43

El ev=511.82

PVI0+32.93

El ev=514.09

El ev=516.38

PVI0+28.34

-1 1 . 0%

El ev=504.48

PVI0+64.57

-9 . 5%

El ev=512.05

0+30.43

0+25.84 El ev=516.38

PVC

El ev=516.38

PVI0+20.82

El ev=515.98

PVI0+16.32

-0.0%

El ev=504.24

PVC

PVT 0+30.25

El ev=514.37

PVI0+27.75

El ev=514.37

0+25.25

-0.0%

PVT 0+34.44

El ev=504.23

PVI0+31.94

El ev=512.12

5% . 1

PVT 0+29.78

El ev=512.35

PVI0+27.28

513 PVC

514

El ev=512.32

0+24.78

El ev=514.37

PVI0+20.25

515

El ev=504.19

B L 9% 8.

0+29.44

511 PVC

% 1 8.

El ev=504.11

7% 4. El ev=512.24

3. 9%

PVI0+24.44

512 PVI0+19.76

516

El ev=504.02

2. 8%

El ev=514.00

3. 1 %

PVC

505 PVI0+15.74

517

El ev=512.03

515

PVI0+18.94

513 PVI0+15.23

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

6% 7.

5% . 1

526

L=5.00'

525 DATE:

12/1/2021

525

523

L=5.00'

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\24_AR-1563_DP.dgn

2. 0%

8% 9. 5% . 1

519

DRIVE STA 134+22.25 RT (RESIDENTIAL) 5% . 1

519

B L 514

522 513

521

520 515

5% 8. 1'

5' 515

4% 0.

0. 6%

516

1 . 4%

0% . 1

3% 7.

514

DRIVE STA 138+39.02 RT (RESIDENTIAL)

0.1%

DRIVE STA 138+69.73 RT (RESIDENTIAL)

5% . 1

518

517

514

7% 3.

513

L=5.00'

L=5.00' 6% 0. 514

DRIVE STA 134+86.89 RT (RESIDENTIAL)

513

B L 516

5% 4. 515

514

25 OF

PU BLIC W O RK S

3. 2%

F. 636 537 0275

519

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

B L El ev=545.31

PVI0+44.75

El ev=545.37

PVT 0+47.25

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

543

T. 636 537 5585

9% 0.

544

Chest er f i el d,M i ssour i63017

543

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

DRIVE STA 152+05.24 LT (MAINTENANCE SCHOOL) REV.DATE

L=5.00'

0+42.25

El ev=544.44

PVI0+33.17

El ev=544.36

PVI0+28.15

El ev=543.70

PVI0+17.03

El ev=545.12

PVC

1 . 3%

TRA N SPO RTA TIO N

El ev=513.33

PVT 0+45.43

El ev=518.02

PVI0+59.49

El ev=517.91

PVI0+52.23

9% 5.

SHEET 4 OF 6

B L

El ev=513.24

El ev=512.02

PVT 0+34.00

El ev=512.16

PVI0+31.50

5% . 1 545

DRI VEW AY PROFI LES

PATTONVILLE HIGHSCHOOL STA 139+91.70 LT (COMMERCIAL)

546

ROW PLANS

516

El ev=517.83

0+29.00 El ev 512.66

PVRC

El ev=513.68

PVI0+24.00

El ev=513.83

PVI0+14.00

B L

RESURFACI NG

517

5% 7.

CREVE COEUR M I LL ROAD

512

El ev=514.15

1 . 5%

0% 4. 8% 4.

PVI0+24.01

518

5% . 1

El ev=514.75

0. 8% 5% . 1

El ev=514.15

513

PVI0+20.18

PENN ROAD STA 136+21.56 LT (COMMERCIAL)

PVI0+19.01

514

PVI0+42.93

513

El ev=513.12

514

0+40.43

0. 8%

PVC

6% 3.

El ev=514.68

515 9% 0.

El ev=513.00

0. 7%

PVI0+37.93

518

El ev=514.07

513 519

El ev=512.92

8% 3.

544

PVI0+32.93

5% . 1 El ev=514.31

512 PVI0+42.73

DRIVE STA 136+81.09 RT (RESIDENTIAL)

PVI0+40.65

El ev=514.23

PVI0+35.34

L=10.00'

PVI0+11.01

6. 4% 3. 2%

513

El ev=512.78

514 514

PVI0+29.48

3. 0%

El ev=516.87

PVI0+28.54

0+19.00

El ev=513.76

PVC

1 . 5% 515

PVI0+15.18

El ev=517.02

PVT 0+26.16

El ev=513.83

PVI0+24.70

515

El ev=517.18

PVI0+23.66

517

El ev=520.32

El ev=517.22

0+21.16

512

PVI0+22.61

516 PVC

0% 4.

El ev=520.27

B L El ev=517.29

PVI0+16.18

513

L=5.00'

El ev=514.76

520 545

El ev=514.38

522

PVI0+19.32

2. 5%

El ev=517.19

546

PVI0+21.11

3. 8% 5. 8% -9 . 4%

El ev=520.20

518 PVI0+13.62

B L

PVI0+14.32

514

El ev=520.00

1 . 4%

El ev=514.11

B L

PVI0+11.10

521 PVI0+12.30

515 PVI0+11.03

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

5% 2.

12O & 12P

517

DRIVE STA 144+09.47 LT (COMMERCIAL)

B L DATE:

12/1/2021

512

515

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\25_AR-1563_DP.dgn

578

577

1 . 1 %

B L

576

DRIVE STA 159+39.08 LT (COMMERCIAL)

DRIVE STA 162+78.97 RT (RESIDENTIAL)

0% 4.

576

597 605

5% 6.

596 604

595

B L

606

578 605

577 5' 604

3% 3.

5% . 1

DRIVE STA 163+37.11 RT (RESIDENTIAL)

DRIVE STA 165+77.23 RT (RESIDENTIAL)

B L

5% . 1

603

2% . 1

603

El ev=603.66

PVT 0+52.68

El ev=603.56

3. 2% 5. 0%

603

DRIVE STA 165+15.97 RT (RESIDENTIAL) 606

605

0% . 1 604

2. 6% 603

602

L=5.00' 601

2% 6.

5. 1 %

5% . 1 1 605

5% . 1

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

F. 636 537 0275

T. 636 537 5585

598

PU BLIC W O RK S

2% 6. PVI0+50.18

599

Chest er f i el d,M i ssour i63017

5% . 1 El ev=603.40

DRIVE STA 166+59.11 RT (RESIDENTIAL)

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

4% 6. 0+47.68

8% 9.

TRA N SPO RTA TIO N

5. 8% PVC

5% . 1

SHEET 5 OF 6

606

7% 5.

DRI VEW AY PROFI LES

2% 0. 1

598

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

El ev=599.28

PVI0+38.08

El ev=599.27

PVI0+37.29

El ev=599.19

B L

ROW PLANS

601

PVI0+32.28

El ev=602.95

PVI0+38.95

El ev=602.93

PVI0+37.83

El ev=602.85

PVI0+32.83

604

RESURFACI NG

599 600

CREVE COEUR M I LL ROAD

3. 1 % 602

El ev=604.39

599

El ev=604.28

2. 5%

PVI0+38.12

2. 6%

PVI0+38.63

% 1 . 1 603

El ev=604.37

600

El ev=604.27

0.1% 0.1%

PVI0+37.46

B L 604

PVI0+36.95

B L El ev=602.70

598

El ev=604.21

601

1 . 7%

PVI0+36.62

5% . 1

El ev=604.30

599 599

PVI0+31.95

601

El ev=598.72

603

El ev=602.62

DRIVE STA 163+96.05 RT (RESIDENTIAL)

PVI0+32.45

8% 5.

600 PVI0+27.45

B L

PVI0+31.62

601

El ev=601.97

602

PVI0+21.06

5. 5%

El ev=603.20

0% 6.

PVI0+15.19

8% 4.

El ev=603.13

El ev=600.47

PVI0+37.83

El ev=600.47

PVI0+37.22

% 1 2.

PVI0+14.82

5% . 1

El ev=597.09

PVI0+36.79

El ev=600.40

PVI0+32.22

5% . 1

El ev=576.46

595 El ev=597.03

B L

PVI0+38.08

596 El ev=601.80

PVI0+15.27

604

El ev=576.38

597

PVI0+32.97

598 PVI0+31.79

600

El ev=576.16

2. 2%

El ev=599.35

603

PVI0+26.24

601 PVI0+14.31

602

El ev=595.84

599

PVI0+13.33

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

604

9% 3.

603 DATE:

12/1/2021

606

604

6% 6.

9% 9. DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

DRIVE STA 164+54.98 RT (RESIDENTIAL) 89

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\26_AR-1563_DP.dgn

588

6% 0.

589

3% 9.

DRIVE STA 169+85.23 RT (COMMERCIAL) 4% 6.

El ev=589.45

PVT 0+49.53

590

% 1 2.

588

588 588

589 5'

27 OF

SHEET 6 OF 6

5% 2. F. 636 537 0275

589

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

3% 5.

T. 636 537 5585

591

Chest er f i el d,M i ssour i63017

DRIVE STA 171+34.24 RT (COMMERCIAL)

PU BLIC W O RK S

DRIVE STA 170+69.10 RT (COMMERCIAL) 16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

L=5.00'

DRI VEW AY PROFI LES

TRA N SPO RTA TIO N

589

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

591

APP.

592

ROW PLANS

590

REV.DATE

9% 2.

RESURFACI NG

CREVE COEUR M I LL ROAD

El ev=590.46

PVI0+43.65

El ev=590.39

PVI0+38.65

B L

El ev=590.69

PVT 0+49.65

El ev=590.61

PVI0+47.15

El ev=590.50

0+44.65

3% 2.

El ev=589.39

589 PVC

4% 4.

PVI0+47.03

El ev=589.87

PVI0+43.87

5% 0. 1

El ev=589.23

5% . 1 El ev=589.17

El ev=589.79

PVI0+38.85

El ev=589.74

5% . 1

0+44.53

590 PVI0+43.53

590

El ev=589.09

590

PVI0+38.53

B L

El ev=589.15

PVI0+32.46

591

El ev=588.54

591

PVI0+32.31

592

PVC

B L PVI0+32.54

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

5% . 1 590

8% 9.

589 DATE:

12/1/2021

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

L=5.00' N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\27_AR-1563_DP.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21 MSD:

20MSD-00522 MSD BASE MAP:

NOT FOR CONSTRUCTION

DESCRI PTI ON APP.

REV.DATE

REVI SI ONS

12O & 12P

DATE:

SHEET 1 OF 3

COORDI NATE SHEET

PU BLIC W O RK S

F. 636 537 0275

T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

ROW PLANS

RESURFACI NG

CREVE COEUR M I LL ROAD

TRA N SPO RTA TIO N

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

8/5/2022

DESIGNED:

TWC DRAWN:

GDO Existing property and right of way information was provided by St Louis County Department of Transportation. The proposed

CHARLES EDWIN QUINBY JR.

CHECKED:

provided documentation. No review has been made relative to

easements and right of way shown hereon are based on said PLS-2007000085

the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri

STS SHEET SEQUENCE:

standards for property boundary surveys.

8/5/2022 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX1_AR-1563_CO.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21 MSD:

20MSD-00522 MSD BASE MAP:

NOT FOR CONSTRUCTION

DESCRI PTI ON APP.

REV.DATE

REVI SI ONS

12O & 12P

DATE:

SHEET 2 OF 3

COORDI NATE SHEET

PU BLIC W O RK S

F. 636 537 0275

T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

ROW PLANS

RESURFACI NG

CREVE COEUR M I LL ROAD

TRA N SPO RTA TIO N

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

8/5/2022

DESIGNED:

TWC DRAWN:

GDO

CHARLES EDWIN QUINBY JR.

CHECKED:

St Louis County Department of Transportation. The proposed

Existing property and right of way information was provided by PLS-2007000085

SHEET SEQUENCE:

easements and right of way shown hereon are based on said

STS

provided documentation. No review has been made relative to

the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri standards for property boundary surveys.

8/5/2022

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX2_AR-1563_CO.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21 MSD:

20MSD-00522 MSD BASE MAP:

DESCRI PTI ON

REVI SI ONS

standards for property boundary surveys.

8/5/2022

REV.DATE

PLS-2007000085

APP.

CHARLES EDWIN QUINBY JR.

NOT FOR CONSTRUCTION

12O & 12P

DATE:

SHEET 3 OF 3

COORDI NATE SHEET

PU BLIC W O RK S

F. 636 537 0275

T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

ROW PLANS

RESURFACI NG

CREVE COEUR M I LL ROAD

TRA N SPO RTA TIO N

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

8/5/2022

DESIGNED:

TWC DRAWN:

GOD CHECKED:

STS SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX3_AR-1563_CO.dgn

-60

455

-55 -50

450

-45 -40 -35

-35

450

-30

-30 -25

-25 -20

-20 -15

-15 -10

-10 -5

-5 0

99+00.00

OHT

460

CREVE COUER MILL RD

100+50.00

460

CREVE COUER MILL RD

445

460

CREVE COUER MILL RD

445

440 460

455

450

460

455

OH T T

450

1' 445

EXIST. 18" RCP

440

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

60 APP.

445

460

455

F. 636 537 0275

EXIST. 36" RCP

EXIST. 12" RCP

EXIST. 18" RCP 445

99+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

450 55

T. 636 537 5585

+ 50

REV.DATE

450

Chest er f i el d,M i ssour i63017

STM

PU BLIC W O RK S

EXI ST. ESM T

445

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

EXI ST. ESM T

T. S. C. L.

NEW

35.20'

-5

EL 452.38

-10

34.07' EXI ST. ROW

-15

EL 452.30

29.05'

455 0

EL 452.23

-20

-5

25.23'

-10

EL 451.49

-25

-15

23.26'

-30

-20

-40.63'

EL 452.37

455

TRA N SPO RTA TIO N

-25

EL 451.54

-30 OH

SHEET 1 OF 59

-40 -35

-29.83'

-40

-35

EL 451.42

-45

-34.11'

-40

T T

CROSS SECTI ONS

-45

-41.00'

EL 452.50

-46.00'

EL 452.42

CREVE COUER MILL RD

ROW PLANS

-50

EXI ST. ROW

460

RESURFACI NG

-55

T STM

35.08'

-45

EL 452.32

455

-47.56'

460

CREVE COEUR M I LL ROAD

-60 -50

EL 451.41

-55

-50 -47.00'

-40.75'

-55

EL 451.40

450 EL 452.41

G EL 452.40

455

-46.00'

-60

EL 451.23

-60

EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

445

100+00.00 DATE:

12/1/2021

450

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.99+00 TO STA.100+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

450

-60 -55 -50 -45

-40 -35 -30 -25 -20

-15 -10 -5 0

101+00.00

EXIST. 36" RCP

15 20

+ 25

CREVE COUER MILL RD

+ +

EXIST. 18" RCP

25 30

460 35 40

465 465

460

445

101+50.00

460

OH T

455

EXIST. 15" RCP

450

445 445

F. 636 537 0275

+ 450

EXIST. 36" RCP Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

Chest er f i el d,M i ssour i63017

PU BLIC W O RK S

T. S. C. L.

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

35.94'

EL 454.43

EXI ST. ROW

34.00'

445

TRA N SPO RTA TIO N

T EL 454.39

29.00'

35.44'

EL 455.57

28.63'

EL 455.34

NEW

T. S. C. L.

EXI ST. ROW

34.00'

EL 455.54

29.00'

EL 455.47

450

SHEET 2 OF 59

20 455

CROSS SECTI ONS

15 BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

460

ROW PLANS

-5

28.50' EL 454.32

-41.00'

465

RESURFACI NG

CREVE COUER MILL RD EL 454.15

-39.95'

EL 453.89

EL 454.24

-46.00'

EL 454.16

465

CREVE COEUR M I LL ROAD

-10

T. S. C. L.

-15

NEW

-20

-5

35.00'

+ -10

EXI ST. ROW

-25

-15

EL 452.98

-30

-20

34.00'

-35 -25

EL 452.96

-40 -30

29.00'

-40.01'

EL 453.48

-41.00'

-47.00'

EL 454.15

35.79'

+ EL 453.81

-46.00'

-47.00' EL 453.74

EL 453.72

EXI ST. ROW

CREVE COUER MILL RD

EL 452.89

-45 -35

26.25'

-50 -40

EL 453.07

-40.25'

455

+ +

EL 453.36

455 G

-45

EL 452.92

-41.00'

460

EL 453.17

-55 -50

-46.00'

-60 -55

EL 453.09

-60 -47.17'

EL 454.07

450

EXI ST. ROW

455

-47.46'

-46.85'

EL 453.10

450 EL 453.71

460

EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 36" RCP 445

102+00.00 DATE:

12/1/2021

455

445

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.101+00 TO STA.102+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

450

-60 -55

455

-50 -45

-40 -35 -30 -25 -20 -15 -10 -5 0

102+50.00 5 10

CREVE COUER MILL RD

25 30

STM

35.04'

EL 457.88

35.00'

35 40

465

460

455

450 450

445 445

465 465

460

455

450

445 445

55 60

F. 636 537 0275

103+00.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

EXI ST. ROW

-35.88'

EL 457.26

-40.91'

EL 457.17

35.02'

T. S. C. L.

APP.

DESCRI PTI ON

REVI SI ONS

NEW

35.00'

EL 459.41

EXI ST. ROW

34.00'

EL 459.40

29.00'

EL 459.32

NOT FOR CONSTRUCTION

REV.DATE

EL 459.40

28.94'

EL 459.30

-35.22'

445

T. 636 537 5585

445

Chest er f i el d,M i ssour i63017

T. S. C. L.

EXIST. 12" RCP

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

EXI ST. ROW

34.00'

450

SHEET 3 OF 59

10 EL 457.90

STM STM EL 457.89

450

PU BLIC W O RK S

455

CROSS SECTI ONS

+ 29.00'

EL 457.81

CREVE COUER MILL RD

TRA N SPO RTA TIO N

460

ROW PLANS

20 465

RESURFACI NG

15 OH

CREVE COEUR M I LL ROAD

-5

EL 456.68

-10

T. S. C. L.

-15

NEW

-20

-5

EXI ST. ROW

-25

-10

35.07'

-30

-15

34.00'

-35

-20

EL 456.71

+ -25

EL 456.69

-30

+ +

28.82'

-35

STM

29.00'

-40

EL 457.75

-40 EL 457.05

EL 456.62

-39.70'

EL 455.62 EL 455.36

EL 456.47

-45 -38.91'

-40.18'

-45

EL 454.37

-42.14'

EL 457.15

465

35.00'

CREVE COUER MILL RD

28.54'

460 -44.70'

455

-41.00'

-50 -45.00' EL 455.54

EL 454.64

455 EL 455.53

460

-46.00'

EXI ST. ROW

460

-45.61'

EL 455.52

-50

-46.30' EL 454.57

-55

EL 454.57

-60 -55

-46.72'

EL 454.58

-60

EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

103+50.00

465 DATE:

12/1/2021

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.102+50 TO STA.103+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

455

-60 -55 -50 -45 -40

-35 T

-30 -25 -20 -15 -10

-5 0

104+00.00 5

CREVE COUER MILL RD

STM

25 30

465

460

450 450

104+50.00

470 470

465

+ 460

455

450 450

F. 636 537 0275 Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

470

T. 636 537 5585

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L.

NEW

51.53'

EL 459.80

47.41'

EL 460.27

45.42'

EL 460.47

+ 41.75'

EL 460.77

38.76'

EL 460.96

450

PU BLIC W O RK S

35.80'

EL 461.07

EXI ST. ROW

34.00'

EL 461.11

29.00'

EL 461.15

450

Chest er f i el d,M i ssour i63017

CREVE COUER MILL RD 27.74'

455

TRA N SPO RTA TIO N

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

51.72'

EL 459.75

47.00'

EL 460.31

45.00'

EL 460.52

42.00'

EL 460.78

39.00'

EL 460.96

37.00'

EL 461.05

EXI ST. ROW

34.22'

EL 461.12

29.18'

EL 461.20

24.43'

EL 461.08

-28.74'

EL 460.59

NEW

460

SHEET 4 OF 59

EL 461.16

+ 465

CROSS SECTI ONS

15 OH

ROW PLANS

-5

24.26'

-29.33'

-34.36'

EL 460.73

470

RESURFACI NG

+ 5

EL 461.07

-29.28'

EL 460.79

EXI ST. ROW

470

CREVE COEUR M I LL ROAD

-10

T. S. C. L.

-15

-5

NEW

-20

-10

EXI ST. ROW

-25

-15

34.00'

-30

-20

EL 461.01

-28.78'

EL 460.54

-25

EL 461.00

+ EL 460.37

-30

28.95'

-35 STM

EL 460.91

+ -34.28'

EL 460.46

-35

-31.23'

-35.28'

-35.71'

460

EL 460.92

465 T

STM

34.78'

460 -40

-31.49' EL 458.81

455 EL 460.45

EXI ST. ROW

465

-36.16'

CREVE COUER MILL RD

29.00'

EL 460.71

465

EL 458.90

460 EL 460.43

-40

-36.50'

-45

EXI ST. ROW

455

EL 458.81

-50

-41.04'

-55

-37.50'

EL 458.80

-60

EL 458.72

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

104+54.46

470 DATE:

12/1/2021

455

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.104+00 TO STA.104+54 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

460

-60 -55 -50 -45 -40

-35

-30 -25 -20 -15 -10 -5 0

105+00.00 5 10 15

+ +

20 25

CREVE COUER MILL RD

30 35

35.16'

35 40

470

465

460

455 455

450 450

470

465

+ 460

455 455

450 450

55 60

F. 636 537 0275

105+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

455

36.00'

EL 462.54

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

59.67'

EL 461.26

55.00'

EXI ST. ROW

33.34'

EL 462.64

28.33'

EL 462.73

EL 461.45

455

Chest er f i el d,M i ssour i63017

T. S. C. L.

460

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

EXI ST. ROW

460

PU BLIC W O RK S

+ EL 462.78

34.98'

+ 34.00'

EL 462.74

29.00'

SHEET 5 OF 59

465

TRA N SPO RTA TIO N

+ EL 462.72

CREVE COUER MILL RD EL 462.81

30 OH

CROSS SECTI ONS

26.14'

EL 462.81

-28.08'

EL 463.27

470

ROW PLANS

28.93'

-28.52'

EL 462.65

-31.98'

EL 463.27

CREVE COUER MILL RD

RESURFACI NG

+ EL 462.84

-28.37'

EL 462.60

-33.52'

EL 462.58

EXI ST. ROW

470

CREVE COEUR M I LL ROAD

T. S. C. L.

NEW

35.19'

-5

EL 462.26

-10

EXI ST. ROW

-15

-5

34.00'

-20

-10

EL 462.37

-25

-15

35.00'

G STM

-30

-20

29.00'

-35

-25

EL 462.36

470 -30

EL 462.45

-40

28.21'

-45

EL 462.18

-29.27'

-50

-28.75'

-55 -35

EL 461.82

-60 -33.99'

EL 462.57

460

-34.27'

T G

EL 461.74

-40

EXI ST. ROW

T. S. C. L.

465

EXI ST. ROW

NEW

EL 461.64

465 T. S. C. L.

465

-35.19'

EL 461.73

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

105+92.28

470 DATE:

12/1/2021

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.105+00 TO STA.105+92 STA.105+50 STA.105+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-60 -55 -50 -45

460 T

-40 -35

-30 -25 -20 -15 -10 -5 0

106+00.00 5 10 15

CREVE COUER MILL RD

20 25

36.92'

T. S. C. L.

40 45

108+50.00

470

465

455

470 470

OH OH

50 55 465

460

455 455

450 450

F. 636 537 0275

455

108+00.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

480

T. 636 537 5585

45 BY

NEW

APP.

DESCRI PTI ON

REVI SI ONS

T. S. C. L.

P. S. E.

EXI ST. ESM T

EXI ST. ROW

32.29'

NOT FOR CONSTRUCTION

REV.DATE

460

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

455 DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

38.04'

EL 464.05

37.29'

EL 464.06

PU BLIC W O RK S

+ NEW

P. S. E. EL 464.03

NEW

EXI ST. ROW

455

TRA N SPO RTA TIO N

35.87'

EL 464.05

465

SHEET 6 OF 59

CROSS SECTI ONS

+ EL 464.14

475

ROW PLANS

470

RESURFACI NG

+ EL 464.07

OH 34.86'

CREVE COUER MILL RD

31.97'

480

CREVE COEUR M I LL ROAD

25 EL 464.25

-28.23'

EL 464.13

475

59.39'

29.81'

-36.26'

EL 464.26

480

EL 461.29

37.76'

-5

EL 462.49

-10

36.81'

-15

EL 462.51

-20

-5

EL 464.14

EXI ST. ROW

-25

-10

EL 464.18

P. S. E. EXI ST. ROW

NEW

32.83'

-30

-15

29.69'

-20

EL 462.76

-35

27.82'

T STM

-25

26.34' EL 462.86

-30

EL 462.89

-31.26'

-28.52'

-35

EL 464.37

EL 464.19

-36.77'

EL 464.76

EXI ST. ESM T

-29.52'

EL 464.39

-34.52'

EL 464.47

EXI ST. ROW

P. S. E.

-37.70'

CREVE COUER MILL RD

35.87'

EL 462.60

465 G

STM

-28.06'

-40 NEW

-40

EL 463.51

-45

-32.00'

465 EXI ST. ESM T

475

EL 463.49

-50 -45

-35.72'

-50

EL 464.55

460 EL 464.88

465

-35.52'

470 T. S. C. L.

T. S. C. L.

470

EXI ST. ROW

460 EL 464.48

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

480

475 DATE:

12/1/2021

460

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.106+00 TO STA.108+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

460

-50

465

-45 -40 P. S. E.

-35 -30 -25 -20 -15 -10 -5 0

109+00.00 5 10 15 20 25

STM T

CREVE COUER MILL RD

40 45

475

455

475

455 55

470

465

455

109+50.00

475

470

465

460

455

37 OF

PU BLIC W O RK S

F. 636 537 0275

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

450

T. 636 537 5585

450

Chest er f i el d,M i ssour i63017

455

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L.

EXIST. 36" RCP

TRA N SPO RTA TIO N

NEW

P. S. E.

EXI ST. ESM T

39.75'

NEW

39.67' EL 463.62

EL 463.62

34.66'

P. S. E.

41.07'

EL 462.37

NEW

40.29'

EL 462.26

35.29'

EL 462.34

EXI ST. ROW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

NEW T. S. C. L. 81. 97' 460

SHEET 7 OF 59

EXI ST. ROW

465

CROSS SECTI ONS

30 EL 463.69

ROW PLANS

31.07'

EL 462.22

470

RESURFACI NG

OH 34.29'

-34.00' -33.95'

470

CREVE COEUR M I LL ROAD

T. S. C. L.

NEW

P. S. E.

NEW

EXI ST. ESM T

-5

38.48'

-10

-5

38.97'

-15

-10

EL 464.05

-20

-15

EL 464.06

-25

-20 OH

EXI ST. ROW

-30

-25

EL 463.57

-30

33.48'

-35 -31.08'

-35

EL 464.13

T EL 463.17

EL 462.66 EL 462.64

EXI ST. ROW

-39.00'

33.40'

EXI ST. ROW

-39.00'

EL 462.73

-39.50'

EL 463.23

CREVE COUER MILL RD

EL 464.16

-40 STM

-34.00'

EL 463.23

P. S. E.

-39.43' EL 463.31 G

-33.00'

NEW EL 463.81

460

EL 463.91

-40.44'

EXI ST. ESM T -40

EXI ST. ROW

-38.00'

EL 463.99

NEW

-45

P. S. E.

-50

NEW

460 EL 463.90

465

-38.51'

470 T. S. C. L.

T. S. C. L.

465

EL 464.49

NEW

470

-39.27'

EL 464.56

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

109+91.42

475 DATE:

8/8/2022

460

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.109+00 TO STA.109+91 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

460

-50 -45 -40 STM

-35 -33.93' -34.00'

-30 -25 -20 -15 -10 -5 0

110+00.00 5 10 15 20

EXIST. 36" RCP

CREVE COUER MILL RD

T. S. C. L.

P. S. E.

40 45

475

470

455

475

455 55

470

465

475

470

465

460

455

F. 636 537 0275

455

110+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

450

T. 636 537 5585

450

Chest er f i el d,M i ssour i63017

EXIST. 36" RCP DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

455

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

EXI ST. ESM T

40.17'

EL 462.10

35.17'

455

PU BLIC W O RK S

APP.

DESCRI PTI ON

REVI SI ONS

T. S. C. L.

NOT FOR CONSTRUCTION

REV.DATE

40.80'

EL 460.87

P. S. E.

39.98'

EL 460.89

34.98'

EL 460.81

EXI ST. ROW

NEW

460

TRA N SPO RTA TIO N

EXI ST. ROW

CREVE COUER MILL RD

SHEET 8 OF 59

CROSS SECTI ONS

465

ROW PLANS

25 30.78'

EL 460.88

470

RESURFACI NG

EL 462.02

-34.00'

EL 461.38

EXI ST. ROW

-39.99'

EL 461.48

470

CREVE COEUR M I LL ROAD

40.92'

EL 462.24

-5

P. S. E.

-10

40.22'

-15

-5

NEW

-20

-10

EL 462.36

-25

-15

35.22'

-30

-20

EL 462.28

-35

-25

34.97'

-33.51'

EL 461.22

-39.00'

EL 461.46

EXI ST. ROW

-34.15'

EL 461.89

EXI ST. ROW

-39.16'

-30

EL 461.96

P. S. E.

CREVE COUER MILL RD

31.15'

-33.90'

EL 461.81

NEW EL 461.97

-35

EL 462.10

-40

EL 462.54

-39.75'

EL 461.98

NEW T. S. C. L. EXI ST. ESM T -40

EXI ST. ROW

-39.00'

-39.43' EL 462.61

-45

P. S. E.

460

EL 463.11

-50

EXI ST. ESM T

460

NEW

470 T. S. C. L.

465

EL 462.52

465 NEW

465

-40.98'

EL 463.26

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

110+94.44

475 DATE:

8/8/2022

460

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.110+00 TO STA.110+94 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

460

-50 -45 -40

455

-35 -30 -25 -20 -15 -10 -5 0

111+00.00 5 10 15 20

CREVE COUER MILL RD

35 40

112+00.00

475 475

470 470

T W

460

455 455

EXIST. 36" RCP

450

475 475

470 470

465

+ 460

EXIST. 36" RCP 455

450 450

F. 636 537 0275

45 BY

APP.

34.94'

T. S. C. L.

P. S. E.

EXI ST. ESM T

NEW

39.94'

EL 461.90

DESCRI PTI ON

REVI SI ONS

42.57'

EL 461.09

40.94'

EL 461.92

EXI ST. ROW

NOT FOR CONSTRUCTION

REV.DATE

450

111+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. S. C. L.

EXIST. 36" RCP

T. 636 537 5585

P. S. E. 40.97' OH

NEW

EL 461.65

NEW

39.97'

EL 461.63

455

PU BLIC W O RK S

460

Chest er f i el d,M i ssour i63017

+ 34.97'

455

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

42.17'

465

SHEET 9 OF 59

EL 461.04

CREVE COUER MILL RD

TRA N SPO RTA TIO N

EL 461.83

470

CROSS SECTI ONS

25 34.59'

470

ROW PLANS

EXI ST. ROW

-34.00'

EL 460.52

475

RESURFACI NG

EL 461.56

EXI ST. ROW

-39.00'

475

CREVE COEUR M I LL ROAD

10 WT

T. S. C. L.

-5

P. S. E.

-10

NEW

-15

-5

40.07'

-20

-10 OH

EL 460.88

-25

-15

35.07'

-30

-20

EXI ST. ROW

+ EL 461.71

34.59'

-33.35'

EL 460.30

P. S. E. EL 460.59

NEW

EXI ST. ESM T

EL 460.87

-35

-25

EL 461.43

-34.00'

-30

30.38'

-33.79'

EL 460.67

EL 460.74

-35

EL 460.86

-40 EXI ST. ROW

-39.00'

-39.85'

EL 460.61

CREVE COUER MILL RD

NEW

+ +

-33.49'

-34.00'

P. S. E.

-40

EXI ST. ROW

NEW EL 460.81

EL 461.32

-45 -39.90'

EL 460.83

460

-39.00'

-50 -45

EXI ST. ESM T

-50

EL 461.39

465 EXI ST. ESM T

460

EL 461.15

465 P. S. E.

465

-40.01'

EL 461.41

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

465 DATE:

12/1/2021

450

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.111+00 TO STA.112+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50 -45

455

-40

-35 -30 -25 -20 -15 -10 -5 0

112+50.00 5 10 15 20 25

EXIST. 27" RCP

CREVE COUER MILL RD W

OHOH

460 460

EXIST. 27" RCP

455

450 55

475 475

470 470

112+83.22

465

+ 460

455

450

40 OF

PU BLIC W O RK S

465 F. 636 537 0275

470

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

455

T. 636 537 5585

455

Chest er f i el d,M i ssour i63017

EXIST. 27" RCP P. S. E.

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

REV.DATE

NEW

42.01'

EL 462.37

NEW

EXI ST. ESM T

39.94'

460

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L.

SHEET 10 OF 59

NEW

41.59'

45 465

TRA N SPO RTA TIO N

P. S. E. EL 462.18

NEW

EXI ST. ESM T

EL 462.32

470

CROSS SECTI ONS

39.94'

EL 462.16

34.94'

EL 462.25

EXI ST. ROW

30.87'

EL 462.16

470

ROW PLANS

EXI ST. ROW

-37.33'

EL 461.00

-39.66'

475

RESURFACI NG

25 OH

34.94'

P. S. E.

475

CREVE COEUR M I LL ROAD

T. S. C. L.

CREVE COUER MILL RD

NEW

P. S. E.

NEW

41.39'

EL 461.88

EXI ST. ESM T

-5

40.94'

-10

39.94'

-15

-5

EL 462.10

-20

-10

EL 462.11

-25

-15

EXI ST. ROW

-30

-20

33.17'

NEW

EL 461.04

34.94'

-35

-25

EL 462.09

-30

31.22'

-35

EL 462.02

-33.17'

T. S. C. L. EXI ST. ESM T

NEW

EL 461.98

-33.33'

-34.05' EL 460.53

EL 460.83

EXI ST. ROW

-39.05'

-40.47'

EL 461.06

+ +

-34.07' EL 460.31

-40

EL 460.56

EXI ST. ROW

-39.07'

EL 460.90

-40

CREVE COUER MILL RD

EL 462.02

P. S. E.

465

-40.07'

460 NEW

-45

EL 460.63

-50

EXI ST. ESM T

460

EL 460.65

465 T. S. C. L.

465

-40.45'

EL 460.66

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

113+00.00

470 DATE:

12/1/2021

455

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.112+50 TO STA.113+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50

455 -45 -40 -35 T

-30 -25 -20 -15 -10 -5 0

113+50.00 5 10 15 20

CREVE COUER MILL RD OH G

EXIST. 27" RCP

40 45

455

470

EXIST. 27" RCP 55

113+92.99

470

465

460

455

T. S. C. L.

465

470

F. 636 537 0275

470

460

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

NEW

40.99'

APP.

DESCRI PTI ON

REVI SI ONS

35.88'

EL 464.65

36.60'

EL 464.42

EXI ST. ROW

NOT FOR CONSTRUCTION

REV.DATE

114+48.14

PU BLIC W O RK S

114+00.00 T. 636 537 5585

NEW

EL 464.25

P. S. E.

EXI ST. ESM T 40.95'

39.95'

EL 464.24

34.95'

Chest er f i el d,M i ssour i63017

EL 464.24

460

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

EXI ST. ROW

455

SHEET 11 OF 59

20 OH

EL 464.24

EXIST. 27" RCP

CROSS SECTI ONS

TRA N SPO RTA TIO N

CREVE COUER MILL RD

465

ROW PLANS

470 460

RESURFACI NG

470

CREVE COEUR M I LL ROAD

T. S. C. L.

NEW

20 OH

41.47'

40.00'

CREVE COUER MILL RD 34.74'

470

EL 464.21

EXI ST. ROW

P. S. E.

NEW

34.94'

455

EL 463.28

EXI ST. ESM T

-5

39.94'

-10

-5

EL 463.55

-15

-10

-5 OH

EL 463.53

-20

-15

-10 OH

34.94'

-25

-20

-15

EL 464.16

-31.37'

EL 462.80

-34.97'

EL 462.77

EXI ST. ROW

EL 463.46

-30 -25

-20

34.92'

-30

-25

EL 464.13

460

EXI ST. ROW

460 EL 464.13

-30

34.33'

-31.28'

EL 461.71

EXI ST. ESM T

-44.16'

EL 463.50

-49.26'

EL 463.44

-35

-31.72'

-35

-31.35'

EL 461.59

EXI ST. ROW

-35

EL 460.83

-40

-32.65'

455

-34.41' EL 460.95

EXI ST. ROW

-40

EL 460.84

-40.36' T

EXI ST. ROW

-39.64'

EL 461.50

-40

CREVE COUER MILL RD

40.94'

P. S. E.

-45

NEW

-45

EL 460.95

EXI ST. ESM T

P. S. E.

NEW

EL 463.58

T. S. C. L.

NEW

-32.14'

460 EXI ST. ESM T

-43.58'

EL 461.58

-48.58'

EL 461.65

-45

EL 460.82

465 T. S. C. L.

-50

EXI ST. ESM T

NEW

-55 -43.43'

-50

EL 461.58

-55

-48.43'

P. S. E.

-50

-39.86'

-60 -55

EL 461.65

-60 NEW

465 T. S. C. L.

-60

P. S. E.

NEW

465

EL 460.96

465 T. S. C. L.

470

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

460

EXIST. 27" RCP 455 DATE:

12/1/2021

465

455

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.113+50 TO STA.114+48 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-60 -55 -50 -45 EXI ST. ESM T -40 -35 -30 -25 -20 -15 -10 -5 0

114+50.00 5 10 15

CREVE COUER MILL RD

G OH

460

30 35

NEW

T. S. C. L.

P. S. E.

115+00.00

40 45

455

470

460 460

EXIST. 27" RCP

455

114+95.26

470

465

460

455 455

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

NEW

T. S. C. L.

P. S. E.

EXI ST. ESM T

465

F. 636 537 0275

T. 636 537 5585

Chest er f i el d,M i ssour i63017

470

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

35 40.31'

DESCRI PTI ON

REVI SI ONS APP.

-31.64'

EL 464.05

EXI ST. ROW

-39.74'

EL 464.02

EXI ST. ESM T

-44.80'

31.52'

EL 464.07

38.02'

EL 464.03

EXI ST. ROW

NOT FOR CONSTRUCTION

REV.DATE

115+07.45

TRA N SPO RTA TIO N

40.30'

38.44'

EL 464.05

35.31'

SHEET 12 OF 59

15 OH

EL 464.06

455

PU BLIC W O RK S

EXI ST. ROW

EXIST. 27" RCP

CROSS SECTI ONS

EXI ST. ESM T

EL 464.04

460

465

ROW PLANS

CREVE COUER MILL RD

30.27'

460

RESURFACI NG

470

CREVE COEUR M I LL ROAD

20 OH

EL 464.00

G EL 464.08

CREVE COUER MILL RD

35.30'

T. S. C. L.

EL 464.02

NEW

P. S. E.

-5

NEW

-10

-5

EXI ST. ROW

-30.22'

EL 463.66

-34.18'

455

40.90'

-15

-10

30.28'

EXI ST. ROW

460

EL 464.43

-20

-15

-5

EXI ST. ESM T

-25

-20

-10

EL 464.05

-25

-15

EL 464.43

-30.17'

EL 463.54

-31.96'

-30

-20 OH

35.42'

-30

-25

EXI ST. ROW

-35

-30

EL 464.46

465 EL 463.61

-35

OH W

EL 464.73

EL 463.64

-35

-30.59'

470

-32.46'

EXIST. 12" RCP

EL 464.13

-34.84'

EL 464.14

P. S. E. EL 463.97

NEW

T. S. C. L.

EL 462.68

-40

EXI ST. ROW

-40

CREVE COUER MILL RD

40.51'

-40.36'

-40.86' EL 464.21

EL 463.72

EXI ST. ESM T

-46.05'

-40

EXI ST. ROW

-45

-38.15'

P. S. E. -45

EL 463.02

-50

-43.21'

-55 NEW

-50

EL 463.81

EL 463.33

-60 -55

-48.24'

NEW

465

EL 463.43

465

P. S. E.

T. S. C. L.

470

NEW

-60

NEW

470 T. S. C. L.

470

34.61'

465 NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

460

EXIST. 27" RCP 455 DATE:

12/1/2021

465

455

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

EXIST. 27" RCP STS

SHEET SEQUENCE:

STA.114+50 TO STA.115+07 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

460

-60 -55 -50 -45

-40

-35 -30 -25 -20 -15 -10 -5 0

115+50.00 5 10

15 W

CREVE COUER MILL RD

+ +

T. S. C. L.

40 45

480

475

470

460

475 475

470

465

460

EXIST. 27" RCP

455 455

55 60

F. 636 537 0275

460

116+00.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

460

Chest er f i el d,M i ssour i63017

460 DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

EXIST. 24" RCP

PU BLIC W O RK S

NEW

P. S. E.

33.26'

EL 467.93

465

TRA N SPO RTA TIO N

41.91'

NEW

EXI ST. ESM T

40.41'

EL 466.62

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

+ EL 466.89

35.41' T

EXI ST. ROW

NEW

APP.

DESCRI PTI ON

NOT FOR CONSTRUCTION

REV.DATE

REVI SI ONS

P. S. E.

T. S. C. L.

NEW

EXI ST. ESM T

40.46'

EL 468.05

35.46'

EL 467.97

470

SHEET 13 OF 59

475

CROSS SECTI ONS

32.15'

EL 467.91

485

ROW PLANS

41.41'

CREVE COUER MILL RD EXI ST. ROW

-30.14'

EL 467.24

-30.64'

EL 467.75

480

RESURFACI NG

EL 466.64

EL 466.55

EXI ST. ROW

-37.60'

EL 469.23

485

CREVE COEUR M I LL ROAD

NEW P. S. E. T. S. C. L.

NEW

EXI ST. ESM T

-5

40.36'

-10

EL 465.51

-15

-5

35.36'

-20

-10

32.69'

41.19'

-25

-15

EXI ST. ROW

-30

-20 W

EL 465.44

-35

-25

EL 466.51

31.02'

-30

EL 465.32

+ -31.49'

-35

-31.14'

STMT EL 466.27

EL 464.82

-34.00'

-36.60'

EL 467.84

-38.71'

EL 465.59

T EL 464.81

EXI ST. ROW

-40

CREVE COUER MILL RD

40.97'

EXI ST. ROW

-40 -38.49'

EL 469.35

470

-37.49'

EL 466.36

EL 467.88

P. S. E.

T. S. C. L.

P. R. W. E.

NEW

EXI ST. ESM T

NEW

EL 465.51

465 -39.00'

-45 NEW

EXI ST. ESM T

470

-41.03'

P. S. E.

465 EL 467.93

NEW

-50 -45

EL 464.88

-55 -50

EXI ST. ESM T

465

-40.00'

470 T. S. C. L.

475

EL 464.90

NEW

-60 -55

P. R. W. E.

-60

NEW

T. S. C. L.

480

-40.43'

EL 464.91

475 NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

116+50.00

480 DATE:

12/1/2021

465

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.115+50 TO STA.116+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-60 -55 -50

465

-45 -40

-35 -30 -25 -20 -15 -10 -5 0

117+00.00 5 10

15 20

CREVE COUER MILL RD

+ +

117+50.00

490

485 485

480

475

470

465

EXIST. 24" RCP

460 460

44 OF

SHEET 14 OF 59

F. 636 537 0275

T. 636 537 5585

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

Chest er f i el d,M i ssour i63017

470

PU BLIC W O RK S

465 16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

CROSS SECTI ONS

465

TRA N SPO RTA TIO N

31.36'

EL 472.13

EXI ST. ROW 35.56'

EL 472.70

40.56'

EL 472.78

P. S. E. T. S. C. L.

NEW NEW

EXI ST. ESM T

485

ROW PLANS

30 40.64'

EL 471.97

T. S. C. L.

490

RESURFACI NG

25 EL 472.78

EXI ST. ROW

-37.65'

EL 473.23

-30.13'

P. R. W. E.

NEW

490

CREVE COEUR M I LL ROAD

42.10'

T. S. C. L.

NEW

P. S. E.

NEW

-5

EXI ST. ESM T

-10 T

40.51'

-15

EL 470.40

EXI ST. ROW

-20

31.39'

-25

EL 469.60

+ OH

EL 470.54

-30.14'

-30 W

41.63'

T EL 469.21

-35 -30.63' EL 471.46

+ G G

EL 470.42

G T

-30.64'

-36.65'

EL 472.06

-37.74'

CREVE COUER MILL RD

35.51'

EXI ST. ROW

-40 STM

EL 470.33

-36.66'

-45

-37.66'

-50

EL 471.23

470 EL 473.24

475

-38.29' EL 469.81

-55 EXI ST. ESM T

NEW

480

EXI ST. ESM T

-60

P. R. W. E.

490

T. S. C. L.

485

EL 469.72

470 EL 471.30

475 NEW

480 NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

480

475 DATE:

12/1/2021

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.117+00 TO STA.117+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

470

-60 -55 -50 -45 -40

475

-35 T

-30 -25 -20

-15 -10 -5 0

118+00.00 5 10 15

+ +

25 30

EXIST. 24" RCP

CREVE COUER MILL RD

P. S. E.

40 45

485

480

+ 475

470

118+36.91

490

485

480

475

470

465 465

F. 636 537 0275 Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

485

T. 636 537 5585

118+50.00

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

51.03'

EL 476.98

44.26'

EL 476.69

NEW

EXI ST. ESM T

40.65'

470

PU BLIC W O RK S

T EL 476.63

-29.95'

EL 476.61

-30.53'

EL 477.12

30.48'

EL 476.74

EXI ST. ROW 35.66'

EL 477.19

P. S. E.

48.50'

APP.

DESCRI PTI ON

REVI SI ONS

EL 477.16

46.27'

EL 477.18

42.72'

EL 477.21

NEW

EXI ST. ESM T

40.66'

EL 477.27

NOT FOR CONSTRUCTION

REV.DATE

475

Chest er f i el d,M i ssour i63017

OH 35.65'

470

TRA N SPO RTA TIO N

CREVE COUER MILL RD EXI ST. ROW

SHEET 15 OF 59

480

CROSS SECTI ONS

EL 476.56

EXI ST. ROW

490

ROW PLANS

10 30.52'

-37.08'

485

RESURFACI NG

W EL 476.08

P. S. E.

T. S. C. L.

EL 477.88

NEW

EXI ST. ESM T

490

CREVE COEUR M I LL ROAD

T. S. C. L.

NEW

P. S. E.

-5

NEW

-10

EXI ST. ESM T

-15

40.61'

-29.93'

-5 T

EL 475.15

-20

-10

35.61'

-25

-15

EXI ST. ROW

-30

-20 W

EL 475.08

-35

-25 G

31.20'

+ -30.51' EL 475.97

-30

EL 474.69

T EL 476.48

-35

-29.89'

-40

-36.58'

-37.51' EL 477.21

EL 477.92

-30.39' EL 474.04

STM

EL 474.54

490

EXI ST. ROW

-37.03'

EL 477.24

P. S. E.

-40

CREVE COUER MILL RD

40.82'

EXI ST. ROW

-36.53'

EL 476.57

NEW

T. S. C. L.

STM

EL 475.15

-36.93'

-45

-37.93'

-50

EL 475.90

480 NEW

-45

-37.79'

490

EXI ST. ESM T

475

EL 474.64

475 EL 477.32

-50

P. R. W. E.

480

EXI ST. ESM T

485 T. S. C. L.

485

-38.37'

EL 475.94

480 NEW

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

DATE:

12/1/2021

470

490

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.118+00 TO STA.118+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

475

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

119+00.00 5 10 15

CREVE COUER MILL RD

40 45

485

+ 480

475

495 495

490 490

485

480

475

470 470

F. 636 537 0275

495

119+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

120+00.00

T. 636 537 5585

Chest er f i el d,M i ssour i63017

P. S. E.

475

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

EXIST. 24" RCP

PU BLIC W O RK S

EXI ST. ESM T

40.76'

40.95'

EXI ST. ROW 35.88'

P. S. E.

APP.

DESCRI PTI ON

REVI SI ONS

NEW

EXI ST. ESM T

NOT FOR CONSTRUCTION

REV.DATE

EL 484.45

40.88'

EL 484.45

480

SHEET 16 OF 59

485

CROSS SECTI ONS

+ T EL 482.37

475

TRA N SPO RTA TIO N

+ OH

EL 484.37

495

ROW PLANS

CREVE COUER MILL RD

35.76'

EL 482.30

490

RESURFACI NG

25 31.40'

495

CREVE COEUR M I LL ROAD

P. S. E.

40.76'

G G

NEW

-5

5 TOH

EXI ST. ESM T

-10

40.71'

-15

-5

EL 480.27

-20

-10

35.71'

-25

-15

EL 480.20

-30

-20

EXI ST. ROW

-25

33.53'

W EL 483.68

EL 481.95

-29.76'

EL 484.17

-31.63'

EL 484.14

31.10'

-30

EL 479.47

-30.06'

P. S. E.

EXI ST. ROW

NEW

-40.49'

CREVE COUER MILL RD

EL 480.27

T -30.00'

-35

-30.58' EL 479.03

T -30.64' EL 481.57

-35

EL 482.08

-36.63'

EL 484.08

-39.08'

EL 484.05

EXI ST. ESM T EL 484.08

EL 479.54

-40 EXI ST. ROW

-36.77'

-40

EXI ST. ROW

-36.81'

P. S. E.

T. S. C. L. NEW

EL 482.18

STM

-36.75'

EL 482.18

480

EL 479.64

480 P. S. E.

-45 NEW

485

NEW

-50 -45

T. S. C. L.

-50

NEW

490 EXI ST. ESM T

480

-36.85'

EL 479.65

485 EXI ST. ESM T

T. S. C. L.

490 P. R. I . M. U. S. S. E.

NEW

485 NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

495

490 DATE:

12/1/2021

475

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

EXIST. 24" RCP STS

SHEET SEQUENCE:

STA.119+00 TO STA.120+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

490

-60 -55 -50 -45 -40 -35 T

-30 -25 -20 -15 -10 -5

-5

120+15.29

+ +

EXIST. 24" RCP

G W

485

495

480

475 OH

P. S. E.

495 495

CREVE COUER MILL RD

490

480 480

45 50

120+50.00

495

CREVE COUER MILL RD 490

485

480

EXIST. 24" RCP

475

F. 636 537 0275 Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

Chest er f i el d,M i ssour i63017

480

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

EXI ST. ROW

-36.83'

EL 488.92

-30.40'

-30.90' EL 488.81

EL 489.01

34.77'

34.02' EL 488.16

40.55'

39.71' EL 488.22

EL 488.21

EXI ST. ROW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

P. S. E.

NEW

485

PU BLIC W O RK S

TRA N SPO RTA TIO N

41.44'

485 30

EL 486.48

EXI ST. ESM T

EXI ST. ROW

41.08'

EL 486.47

36.08'

SHEET 17 OF 59

-10

-5

EL 486.40

490

CROSS SECTI ONS

-15

-10 EL 488.03

ROW PLANS

-20

-15 W T

495

RESURFACI NG

-25

-20

31.49'

-37.63'

EL 488.86

39.21'

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

NEW

CREVE COUER MILL RD

CREVE COEUR M I LL ROAD

-30

-25

EL 485.77

-30

EXI ST. ROW

-35 -31.35'

-35

32.60'

T EL 486.84

EL 488.92

T. S. C. L. EXI ST. ESM T

EL 483.95

-40

-32.93'

EXI ST. ROW

P. S. E.

-40

EL 485.48

EXI ST. ROW

-38.59'

NEW

-37.91'

-45

EL 486.66

485

EL 485.52

-45

NEW

490

P. S. E.

490 EXI ST. ESM T

495

NEW

-50

EXI ST. ESM T

-50

-44.65'

EL 485.40

-51.00'

EL 485.66

-57.29'

EL 485.72

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 24" RCP 480

121+00.00 DATE:

12/1/2021

485

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.120+15 TO STA.121+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

485

-60 -55 -50 -45 -40 -35 T

-30 -25 -20 -15 -10 -5 0

121+45.57 5 10

G W

30 35

40 45

CREVE COUER MILL RD

495

480

500 500

495

490 490

485

EXIST. 24" RCP

480 480

490

480

121+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

F. 636 537 0275

T. 636 537 5585

500

Chest er f i el d,M i ssour i63017

41.24'

EL 492.53

EXI ST. ROW

-37.89'

EL 492.77

-31.04'

-31.62' EL 492.26

34.71'

EL 492.71

33.74'

EL 492.55

485

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

EXI ST. ROW

EXIST. 24" RCP

PU BLIC W O RK S

CREVE COUER MILL RD 40.71'

485

TRA N SPO RTA TIO N

40.78'

EL 490.52

39.71'

20 490

SHEET 18 OF 59

15 40.71'

EL 492.80

39.71'

EL 492.79

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

EXI ST. ROW

495

CROSS SECTI ONS

10 OH

ROW PLANS

EL 490.48

P. S. E.

CREVE COUER MILL RD

RESURFACI NG

-5

EL 490.51

NEW

EL 492.85

500

CREVE COEUR M I LL ROAD

-10

-5

EXI ST. ROW

-15

-10

40.71'

-20

-15 T

39.71' EL 490.31

-25

-20

34.71'

EL 490.30

-30

-25

34.66' EL 490.43

-30

EL 490.41

34.71'

-30.38'

EL 490.53

-32.69'

-38.89'

T. S. C. L. EXI ST. ESM T

NEW

G OH

EL 490.23

-35

-30.30'

490

EL 490.37

T EL 490.58

-35

-31.15'

-34.18'

EXI ST. ROW

P. S. E.

EL 492.86

-39.97'

EL 490.38

-40

-32.95'

EXIST. 24" RCP

EL 490.55

485 EL 490.72

NEW

-40.68'

-40

EXI ST. ROW

P. S. E.

-45

NEW

-50 -45

-38.90'

495 EXI ST. ESM T

-50

EL 490.75

490 EL 493.22

495

EL 490.63

EXI ST. ESM T

-52.69'

500

34.17'

EL 490.22

T. S. C. L.

495 EL 490.34

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

122+00.00

500 DATE:

12/1/2021

485

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.121+46 TO STA.122+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

490 500

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

122+50.00 5

CREVE COUER MILL RD

25 30

41.26'

490 W

40.71'

EXIST. 24" RCP

505 505

40 45

CREVE COUER MILL RD

500

490

EXIST. 24" RCP

485

122+60.22

500

495

490

EXIST. 24" RCP

485 485

49 OF

PU BLIC W O RK S

495

F. 636 537 0275

500

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

505

T. 636 537 5585

505 BY

DESCRI PTI ON

REVI SI ONS APP.

44.00'

EL 496.79

40.00'

EL 497.26

NOT FOR CONSTRUCTION

REV.DATE

123+22.87

490

Chest er f i el d,M i ssour i63017

EXI ST. ROW

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

39.69'

EL 496.88

TRA N SPO RTA TIO N

39.25'

EL 496.87

EXI ST. ROW

EL 495.01

30 34.25'

EL 495.29

25 T

39.71'

G 33.90' EL 496.80

EXIST. 24" RCP

SHEET 19 OF 59

30 495

CROSS SECTI ONS

-32.80'

EL 497.88

EXI ST. ROW

-37.83'

-27.27'

EL 497.31

27.85'

EL 497.81

33.39'

EL 497.23

29.74'

EL 497.10

27.74'

EL 497.13

38.40'

42.00'

EL 497.10

39.00'

EL 497.28

NEW

T. S. C. L.

44.57'

EL 496.69

EXI ST. ROW

500

ROW PLANS

EL 495.27

CREVE COUER MILL RD EL 496.69

P. S. E.

NEW

EL 497.94

505

RESURFACI NG

34.71'

-29.82'

-38.85'

T. S. C. L.

NEW

505

CREVE COEUR M I LL ROAD

-5

10 OH

EXI ST. ROW

-10

41.43'

-15

-5

0 W

EL 494.50

-20

-10

-5

39.71'

-25

-15

-10 T

EL 494.85

-30

-20

-15

34.71'

-35 -25

-20

EL 494.78

-30

-25

34.39' EL 495.20

-35

-30.40' EL 496.23

-30

EL 495.14

-32.15' T

EL 496.72

-35

34.03'

-31.13'

EL 494.45

EL 496.85

EXI ST. ROW

-38.15'

EL 496.92

P. S. E.

EL 497.98

EXI ST. ESM T

EL 494.66

-40

-31.22'

-40

EL 494.04

EXI ST. ROW

-38.75'

NEW

-40

EXI ST. ROW

-45

-38.79'

495 EL 496.93

EXI ST. ESM T

T. S. C. L.

495

EL 494.05

-50 P. S. E.

-45

NEW

-50

EXI ST. ESM T

NEW

500

-41.02'

490

EL 494.54

-45

P. S. E.

500 T. S. C. L.

-50

NEW

495 NEW

490

EXI ST. ESM T

T. S. C. L.

500 CREVE COUER MILL RD

40.71'

EL 494.87

495 NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

490

123+00.00 DATE:

8/8/2022

495

485

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.122+50 TO STA.123+23 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

495

-50 -45 NEW OH

-40

500 T

-35 -30 -25 -24.87'

-20 -15 -10 -5 0

123+50.00 5 10 15 20

25 30

37.02'

EL 499.73

NEW

40 45

510

490 55 505

500

495

EXIST. 24" RCP

490 490

123+70.18

510

CREVE COUER MILL RD 505

500

495

EXIST. 24" RCP 490

F. 636 537 0275 Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

510

T. 636 537 5585

Chest er f i el d,M i ssour i63017

33.35'

27.32'

EL 500.51

32.35'

EL 500.55

33.79'

EL 500.76

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

EXI ST. ROW

REV.DATE

EL 500.55

490

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L.

EXI ST. ROW

490

PU BLIC W O RK S

36.13'

EXIST. 24" RCP

SHEET 20 OF 59

EL 499.73

495

TRA N SPO RTA TIO N

31.13'

500

CROSS SECTI ONS

505

ROW PLANS

24.45'

EL 500.86

510

RESURFACI NG

G EL 499.65

-22.01'

EL 501.06

-22.59'

EL 501.56

-27.52'

EL 501.65

-32.52'

EL 501.71

-33.52'

EL 501.73

510

CREVE COEUR M I LL ROAD

CREVE COUER MILL RD

NEW T. S. C. L. 53. 71'

43.46'

20 OH

EL 497.81

27.27'

EXI ST. ROW

T. S. C. L.

CREVE COUER MILL RD

EXI ST. ROW

37.51'

-5

EL 498.80

-10

36.81'

-15

-5

EL 499.43

495

EL 498.80

-20

-10 T

31.80'

-25

-15

EL 498.75

-25.32'

-20

28.72'

-25.90' EL 499.27

-25 G

EL 498.77

-30 EL 499.77

-31.25'

-30

-25.45' EL 498.65

-35

EL 499.15

-30.39'

-35

EL 499.72

-44.07'

EL 501.62

NEW

EL 499.22

-40 -36.64'

-40

-35.40'

500 EL 499.71

EL 499.28

-45 EXI ST. ROW

-42.11'

EL 499.51

-45

EXI ST. ROW

T. S. C. L.

-50 T. S. C. L.

-50

NEW

500

-39.39'

EL 499.16

505 EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

124+00.00

510 DATE:

8/8/2022

495

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.123+50 TO STA.124+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

505

-50 -45 T

-40 -35 -30 -25 -20 -15 -10 -5 0

124+28.67 5 10

15 20 25

124+63.22

500

505

510

500

495

30 35

124+50.00

CREVE COUER MILL RD 510

505

500 500

EXIST. 24" RCP

495 495

45 50

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

510

F. 636 537 0275

T. 636 537 5585

CREVE COUER MILL RD DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

26.16'

EL 505.32

EXI ST. ROW

DESCRI PTI ON

REVI SI ONS APP.

24.58'

EL 505.59

NOT FOR CONSTRUCTION

REV.DATE

125+00.00

SHEET 21 OF 59

CREVE COUER MILL RD

Chest er f i el d,M i ssour i63017

28.06'

505

PU BLIC W O RK S

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

EL 504.08

25.58'

500

TRA N SPO RTA TIO N

495

EXI ST. ROW

28.14'

T 28.36'

500 EL 503.93

510

CROSS SECTI ONS

27.06'

EL 505.61

19.57'

EL 505.50

15.34'

EL 505.73

12.83'

EL 505.27

CREVE COUER MILL RD

ROW PLANS

EL 504.07

-17.15'

-17.73' EL 505.76

EL 506.26

-22.66'

EL 506.12

-27.66'

EL 506.18

515

RESURFACI NG

22.04'

21.74' EL 504.00

EXI ST. ROW

515

CREVE COEUR M I LL ROAD

EXI ST. ROW

EL 503.03

33.84'

15 T

28.11'

EL 503.03

23.09'

EL 502.11

EL 502.99

G EL 503.90

500

29.72'

510 -5

5 W

EL 502.05

-10

-5

24.72'

-15

-10

-5 T

EL 501.98

-20

-15

-10

21.36'

-25

-15

19.92'

-20

EL 501.72

-30 -20

-18.94'

EL 504.02

EL 502.95

-25

-19.58'

EL 503.37

-25

-20.83'

-35

EL 502.30

-30

-24.38'

-30

EL 502.81

T. S. C. L. EXI ST. ESM T

NEW

-28.95'

-40 -35

-31.46'

-45

-35

EL 502.87

-32.47'

-50 -40

EL 502.92

505 -45

EL 502.94

-50

-40

-33.70'

510 -45

EL 502.31

-55 T -43.26'

-50

EL 504.31

-55

-39.09'

-60 EXI ST. ROW

-60 -52.57'

EL 506.30

505

EL 503.55

-65 EXI ST. ESM T

-65 STM

EXI ST. ROW

-70 -64.57'

-70

EL 504.48

510

EXI ST. ROW

505 T. S. C. L.

510

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

500

EXIST. 24" RCP 495 DATE:

12/1/2021

505

495

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.124+29 TO STA.125+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

505

500 -70 -65 EXI ST. ESM T

T. S. C. L.

515

-60 -54.09'

EL 508.37

510 NEW

-55 -50 -45 -40 -35 -30 -25 -20 OH

-15 -10 -5

125+50.00

505 510

25 30

520

EXIST. 24" RCP 40 45

40 45

126+50.00

520

505

520

515

+ 510

520

CREVE COUER MILL RD 515

510

505

500

APP.

DESCRI PTI ON

REVI SI ONS

NOT FOR CONSTRUCTION

REV.DATE

520

CREVE COUER MILL RD

515

F. 636 537 0275

T. S. C. L.

NEW

505

126+00.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

35.43'

34.00' EL 511.78

EL 511.82

505

T. 636 537 5585

32.00'

510

Chest er f i el d,M i ssour i63017

30.43' EL 511.92

EL 512.05

EXI ST. ROW

510

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

28.00'

26.00'

PU BLIC W O RK S

EXI ST. ROW

EL 512.32

CREVE COUER MILL RD

26.04'

510 EL 512.25

EL 510.08

24.79'

EL 512.55

19.78'

EL 512.57

18.34'

EL 512.56

16.20'

EL 512.53

14.36'

NEW

T. S. C. L.

34.21'

32.73' EL 512.00

EL 512.08

31.44'

EL 512.16

28.63'

EL 512.34

EXI ST. ROW

25.66'

EL 512.53

515

TRA N SPO RTA TIO N

24.78'

24.14'

EL 512.32

19.76'

EL 512.24

EL 510.54

19.14'

25.14'

EL 510.52

515 EL 510.61

10 15.23'

SHEET 22 OF 59

-5

10 W

CROSS SECTI ONS

-10

EL 512.46

520

ROW PLANS

-15

-5

15.14'

-10

EL 510.80

-15

-5 13.28'

520

RESURFACI NG

-20

-10

EL 512.03

-15

13.22'

EL 512.49

515

14.64'

EL 510.30

515 EL 512.09

CREVE COUER MILL RD

CREVE COEUR M I LL ROAD

-25

-20

-14.72'

-30

-25

-20

-15.30' EL 508.18

-35 -30

-25

EL 508.68

-40 -35

-30

-20.22'

-40

-35

EL 508.80

-40

-25.23'

EL 508.86

EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

505

126+39.88 DATE:

12/1/2021

510

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.125+50 TO STA.126+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

510

-40 -35 -30 -25 -20 -15 -10 -5 0

126+85.90 5 10 15 20

30 35

36.33'

+ 515

525 525

520

510

505

127+00.00

520

515

510

505 505

55 60

53 OF

PU BLIC W O RK S

520

F. 636 537 0275

525

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

525

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

127+50.00

T. 636 537 5585

SHEET 23 OF 59

55 APP.

510

Chest er f i el d,M i ssour i63017

515

CROSS SECTI ONS

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

REV.DATE

TRA N SPO RTA TIO N

T. S. C. L.

510

NEW

31.77'

EL 515.97

29.21'

26.83'

EL 517.35

NEW

T. S. C. L.

P. S. E.

EXI ST. ROW

25.77'

EL 517.31

20.77'

EL 517.25

520

ROW PLANS

P. S. E. EL 516.26

NEW

26.77'

EL 517.32

19.61'

525

RESURFACI NG

30.05'

EL 516.20

28.01'

27.01' EL 516.34

EL 516.38

EXI ST. ROW

25.82'

EL 516.38

20.82'

EL 516.38

EL 517.20

525

CREVE COEUR M I LL ROAD

27.59'

39.30'

EXI ST. ROW EL 514.37

19.00'

EL 516.22

16.32'

EL 513.30

38.33'

EL 513.33

EL 513.45

35.33'

CREVE COUER MILL RD

34.30'

25.43'

CREVE COUER MILL RD

EL 513.64

510 EL 514.95

EL 513.54

30.33'

OH EL 514.96

510

EL 514.08

20.43'

26.43'

29.33'

10 W

EL 515.03

28.33'

10 W

18.42'

515

EL 515.09

CREVE COUER MILL RD

EL 514.26

EL 514.18

520 -5

26.33'

-10

17.02'

520 -5

EL 515.98

515

EXI ST. ROW

-15

-10

-5

25.25' EL 514.35

-20

-15

-10 OH

EL 514.37

-25

-20

-15

14.32'

20.24'

-30

-25

-20 W

EL 514.37

-35 -30

-25

16.46' EL 515.17

520 EL 516.03

15.74'

-40 -35

-30

EL 514.00

-40

-35

13.93'

-40

EL 514.67

520

13.75'

515 EL 514.77

CREVE COUER MILL RD

27.33'

EL 514.32

515 EL 514.08

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

510

127+30.03 DATE:

12/1/2021

515

505

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.126+86 TO STA.127+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-40 -35 -30 -25 -20 -15 -10 -5 0

127+79.86 5

520 W

10 15

525

CREVE COUER MILL RD

30 35

530 530

525

515 515

510 510

128+00.00

525

520

515 515

510 510

55 60

54 OF

PU BLIC W O RK S

F. 636 537 0275

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

TRA N SPO RTA TIO N

EXI ST. ROW

24.36'

515

SHEET 24 OF 59

24.64'

EL 522.20

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

EXI ST. ROW

23.76'

EL 522.18

520

CROSS SECTI ONS

+ EL 519.43

525

ROW PLANS

520 OH

18.76'

530

RESURFACI NG

EL 522.11

530

CREVE COEUR M I LL ROAD

CREVE COUER MILL RD 19.34'

T. S. C. L.

NEW

28.04'

EL 519.36

520

EL 518.91

-5

P. S. E.

-10

-5

EXI ST. ROW

-15

-10

NEW

-20

-15 17.93'

CREVE COUER MILL RD

24.82'

-25

-20

18.98'

EL 518.86

-30

-25 OH

19.82'

-35 -30

EL 519.48

W EL 521.84

525

EL 518.78

-40 -35

15.56'

-40

EL 518.36

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

515

128+50.00 DATE:

12/1/2021

520

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.127+80 TO STA.128+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-40 -35 -30 -25 -20 -15 -10 -5 0

128+78.78

525 OH W

5 10 15 OH

520

CREVE COUER MILL RD

25 30 35 40

530

525

515 515

129+00.00

535 535

530

525

520

515 515

55 OF

PU BLIC W O RK S

535

F. 636 537 0275

SHEET 25 OF 59

CROSS SECTI ONS

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

515

Chest er f i el d,M i ssour i63017

515

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

520

TRA N SPO RTA TIO N

520

ROW PLANS

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

535

RESURFACI NG

525 REV.DATE

530

22.32'

EL 525.42

EXI ST. ROW

21.93'

EL 525.42

16.93'

EL 525.35

16.30'

535

CREVE COEUR M I LL ROAD

T. S. C. L.

EXI ST. ROW

NEW

38.22'

EL 525.19

36.00'

520

35.00' EL 524.91

EL 524.78

33.00'

+ 25

EL 524.49

525

28.55'

OH 23.11'

530

23.35'

EL 523.93

CREVE COUER MILL RD EL 523.92

27.00' EL 523.82

25.00' EL 523.62

26.00'

530 -5

EL 523.52

-10

-5

EL 523.46

-15

-10

EXI ST. ROW

-20

-15

23.57'

-25

-20

EL 523.41

-30

-25

18.11'

EL 523.85

525

19.55'

-35

-30 OH

17.92'

EL 523.79

CREVE COUER MILL RD EL 525.14

530

EL 523.35

-40 -35

13.21'

-40

EL 522.82

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

129+50.00

535 DATE:

12/1/2021

520

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.128+79 TO STA.129+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-40 -35 -30 -25 -20 -15 -10 -5 0

130+00.00 5

525

530 OH

CREVE COUER MILL RD

20 25

130+57.03

535

520

535

520

535

520

535

530

130+28.34

535

CREVE COUER MILL RD

530

525

520

35.95'

EL 525.92

33.00'

EL 526.04

31.00'

EL 526.16

21.34'

DESCRI PTI ON

REVI SI ONS APP.

P. S. E. EL 526.69

NEW

EXI ST. ROW

20.48'

EL 526.69

15.48'

EL 526.61

NOT FOR CONSTRUCTION

REV.DATE

535

F. 636 537 0275

525

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

30 35.66'

EL 525.94

PU BLIC W O RK S

130+50.00 T. 636 537 5585

25.97'

Chest er f i el d,M i ssour i63017

EL 526.43

23.24'

EL 526.57

P. S. E.

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L.

NEW

21.23'

EL 526.65

NEW

520

TRA N SPO RTA TIO N

P. S. E.

EXI ST. ROW

20.51'

520

SHEET 26 OF 59

525 15

20.74'

EL 526.56

530

525

CROSS SECTI ONS

EL 526.67

530

ROW PLANS

5 15.52'

535

RESURFACI NG

-5

NEW

525 OH

EXI ST. ROW

W EL 526.60

CREVE COUER MILL RD

15.73'

530

11.47'

535

CREVE COEUR M I LL ROAD

-10

-5

21.55'

-15

-10

EL 526.19

-20

-15

0 EL 526.46

CREVE COUER MILL RD

EXI ST. ROW

-25

-20

-5

21.07'

-30 -25

-10

EL 526.18

-35 -30

-15

16.07'

-40 -35

-20

15.70'

-40

-25

EL 526.49

-45 -30 OH

EL 526.11

-50 -35

EL 525.99

-40

12.04'

525

11.45'

EL 526.45

530

EL 525.54

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

525

520 DATE:

12/1/2021

530

520

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.130+00 TO STA.130+57 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

131+00.00 5

525

530 OH

525

530 W OH

+ +

+ + +

20 25

535 535

CREVE COUER MILL RD

530 530

520

535 535

CREVE COUER MILL RD

520

131+50.00

535 535

CREVE COUER MILL RD

530

+ 525

520 520

F. 636 537 0275

+ 525

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

DESCRI PTI ON

REVI SI ONS APP.

EXI ST. ESM T

EXI ST. ROW

31.00'

EL 526.74

23.80'

EL 526.33

18.80'

NOT FOR CONSTRUCTION

24.80'

EL 526.35

525

PU BLIC W O RK S

132+00.00 T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

132+50.00 REV.DATE

520

TRA N SPO RTA TIO N

24.87'

SHEET 27 OF 59

24.42'

23.42' EL 526.71

525

EL 526.56

EL 526.55

530

CROSS SECTI ONS

EL 526.26

CREVE COUER MILL RD

ROW PLANS

18.69'

535

RESURFACI NG

-5

5 EL 526.22

535

CREVE COEUR M I LL ROAD

-10

-5

T. S. C. L.

-15

-10

-5

NEW

-20

-15

-10

20.50'

-25

-20

-15

EL 526.79

-30 -25

-20

P. S. E.

-35 -30

-25

18.42'

525

NEW

-40 -35

-30 OH

EXI ST. ROW

-45 -40

-35

18.05' EL 526.47

530

20.28'

-50 -45

-40

EL 526.60

-50

-45

15.28' EL 526.78

15.18' EL 526.71

-50

EL 526.68

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

525

520 DATE:

12/1/2021

530

520

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.131+00 TO STA.132+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

133+00.00

520

525

530

T. S. C. L.

20 25

535 535

530

515

133+50.00

535 535

CREVE COUER MILL RD 530

+ 525

520 520

45 50

F. 636 537 0275

+ 520

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

TRA N SPO RTA TIO N

NEW

515

PU BLIC W O RK S

525 OH

EXI ST. ROW

530

20.39'

OH W 19.00'

EL 523.85

CREVE COUER MILL RD EL 523.75

20.00'

EL 523.77

5 19.00'

EL 521.37

14.00'

EXI ST. ROW

NEW

20.64'

T. S. C. L.

EL 521.40

520

SHEET 28 OF 59

-5

CROSS SECTI ONS

-10

-5 525

ROW PLANS

-15

-10

14.00'

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

530

RESURFACI NG

-20

-15 EL 521.30

530

CREVE COEUR M I LL ROAD

-25

-20

20.59'

-30

-25

20.49'

-35 -30

EL 525.76

-40 -35

13.69'

CREVE COUER MILL RD

EL 525.76

-45 -40

15.49'

15.20'

-50 -45

EL 525.68

-50

EL 525.59

520

13.88' EL 523.68

W EL 521.19

525

EL 523.72

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

515

134+00.00 DATE:

12/1/2021

525

515

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.133+00 TO STA.134+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-40 -35 -30 -25 -20 -15 -10 -5 0

134+22.25 W

520

5 10 15

525 CREVE COUER MILL RD

25 30

510

525

520

510

134+50.00

530 530

525

520

515 515

510 510

55 60

59 OF

PU BLIC W O RK S

F. 636 537 0275

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

510

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L. 25

TRA N SPO RTA TIO N

NEW

P. S. E.

NEW

21.26'

20 22.00'

EL 517.20

NEW

T. S. C. L.

28.54'

EL 516.87

NEW

P. S. E.

EXI ST. ROW

21.16'

EL 517.22

16.08'

EL 517.29

515

SHEET 29 OF 59

EXI ST. ROW

CROSS SECTI ONS

19.97'

CREVE COUER MILL RD

EL 518.66

+ EL 518.90

525

20.77'

520 14.97'

520

ROW PLANS

515 EL 518.91

13.62'

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

525

RESURFACI NG

EL 517.19

525

CREVE COEUR M I LL ROAD

T. S. C. L.

-5

14.57' EL 518.83

515

NEW

-10

0 OH

22.61'

-15

-5

EL 520.32

-20

-10

P. S. E.

-25

-15

EL 518.72

CREVE COUER MILL RD

NEW

-30

-20

EXI ST. ROW

-35 -25

19.32'

-40 -30

EL 520.27

-45 -35

14.32'

-50 W

EL 520.20

-40

12.29'

520

EL 520.00

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

510

134+86.89 DATE:

12/1/2021

515

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.134+22 TO STA.134+87 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50 -45

515

-40 -35 -30 -25 -20 -15 -10 -5 0

135+00.00

520 W

5 10

CREVE COUER MILL RD

136+00.00

525

515

510

505 505

500 500

135+50.00

525 525

520

+ 515

510 510

505 505

60 OF

PU BLIC W O RK S

F. 636 537 0275

SHEET 30 OF 59

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

505

T. 636 537 5585

505 DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

NEW 12" RCP (SEE SEWER PROFILE)

Chest er f i el d,M i ssour i63017

T. S. C. L.

NEW

14.00'

APP.

DESCRI PTI ON

REVI SI ONS

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

20.00'

EL 514.47

EXI ST. ROW

19.00'

EL 514.49

EL 514.56

13.22'

EL 514.30

NOT FOR CONSTRUCTION

REV.DATE

EXIST. 15" RCP

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

20.66'

510

CROSS SECTI ONS

22.46'

25 515

TRA N SPO RTA TIO N

P. S. E. EL 514.55

NEW

EL 514.15

-21.44'

EL 514.04

EXI ST. ROW

-22.20'

-24.36' EL 514.01

-24.86' EL 513.84

EL 514.34

EXI ST. ESM T

-31.54'

-33.16' EL 514.39

525

ROW PLANS

EXI ST. ESM T

520

RESURFACI NG

EXI ST. ROW

16.28'

-32.69'

525

CREVE COEUR M I LL ROAD

10 21.88'

+ EL 514.84

+ OH

21.28'

515 20

22.62'

510 EL 514.85

OH EL 514.94

CREVE COUER MILL RD

T. S. C. L.

NEW

EL 516.54

-5

P. S. E.

-10

16.13'

520 -5

NEW

-15

-10

21.98'

-20

-15

EL 516.86

-25

-20

EXI ST. ESM T

-30

-25

EXI ST. ROW

-35

-30

+ OH

20.98'

EL 516.87

-40

-35

15.98'

-45 -40

+ +

14.60' EL 516.95

-50 -45

EL 514.90

-50 EL 514.59

515 CREVE COUER MILL RD

EL 516.49

510 EL 514.40

ROW

520 EXI ST. ESM T

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

525

520 DATE:

12/1/2021

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.135+00 TO STA.136+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-60 -55 -50 -45 -40 -35 -30 -25 EXI ST. ROW

-22.85'

EL 513.88

-20 T

-15 -10 -5 0

136+21.52

510 EXIST. 15" RCP

20 25

CREVE COUER MILL RD

525

505 40 45 520

515

NEW 12" RCP (SEE SEWER PROFILE)

505

525

520

515

510

NEW 12" RCP (SEE SEWER PROFILE) 505

F. 636 537 0275

525 55

NEW GRATED INLET

505

136+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L.

PU BLIC W O RK S

NEW

21.15'

EL 513.97

EXI ST. ROW

EXI ST. ESM T

-33.18'

EL 514.75

-38.18'

EL 514.83

EXI ST. ROW

19.00'

EL 513.76

14.00'

EL 513.83

11.03'

EL 514.11

22.00'

EL 513.63

23.00'

EL 513.55

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

33.99'

EL 511.94

30.00'

NEW

ROW EXI ST. ESM T

NEW

EL 512.48

505

TRA N SPO RTA TIO N

19.00'

505

SHEET 31 OF 59

EL 514.01

510

CROSS SECTI ONS

515

ROW PLANS

EXIST. 15" RCP

520

RESURFACI NG

CREVE COEUR M I LL ROAD

510 20

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

14.00'

CREVE COUER MILL RD

NEW

21.87'

G EL 514.09

EL 514.11

-5

21.25'

-10

5 OH

EL 514.39

-15

EXI ST. ROW

-20

-5

14.87'

-10

10.81'

-15

EL 514.09

-32.70'

EL 514.59

-39.18'

EL 514.85

14.00'

EXI ST. ROW

-20

EL 514.47

-25 -21.55'

EL 513.78

-25 T

EL 514.19

-30

-24.70'

-30

EL 513.83

-28.18'

-35 EXI ST. ESM T

-33.23'

EL 514.29

-38.23'

-35

EL 513.96

EXI ST. ESM T

-40 EL 514.37

-40

-35.34'

ROW

EXI ST. ESM T

NEW

T. S. C. L. 510

EL 514.23

-40.65'

-45

EL 514.31

NEW

515

EXI ST. ESM T

ROW

-50

NEW

T. S. C. L.

515

CREVE COUER MILL RD

20.19'

515 NEW

520 EXI ST. ESM T

520

EL 514.40

520

EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

136+81.09

525 DATE:

12/1/2021

510

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.136+22 TO STA.136+81 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50

510

-45 -40 -35 -30

-25

-20 -15 -10 -5 0

137+00.00 5

+ + ++

15 20

20 25

525

520

515

505

525 525

CREVE COUER MILL RD 520

515

510

505 505

45 50

F. 636 537 0275

505

137+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

505

Chest er f i el d,M i ssour i63017

505

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

20.20'

EL 514.91

510

PU BLIC W O RK S

NEW

T. S. C. L.

EXI ST. ROW

19.00'

EL 514.62

13.63'

19.60'

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

EL 514.90

14.60'

EL 514.82

REV.DATE

TRA N SPO RTA TIO N

20.19'

EL 514.67

515

SHEET 32 OF 59

CROSS SECTI ONS

5 14.00'

EXI ST. ROW

EXI ST. ESM T

520

ROW PLANS

EL 514.50

-33.00'

EL 514.66

-38.00'

525

RESURFACI NG

20.00'

EL 514.64

CREVE COUER MILL RD EL 514.55

EXI ST. ESM T EL 514.74

525

CREVE COEUR M I LL ROAD

+ +

T. S. C. L.

-5

NEW

-10

EXI ST. ROW

-15

-5

19.00'

-20

-10

EL 513.77

-25

-15

14.00'

-30

-20

13.68'

-25

EL 513.85

EL 514.44

+ +

13.40'

-30

EL 514.05

-35 G

EXI ST. ROW

EXI ST. ESM T

-32.88'

EL 514.66

-39.00'

ROW

T. S. C. L.

NEW

EXI ST. ESM T

CREVE COUER MILL RD

20.10'

EXI ST. ESM T

-33.08'

-35

EL 513.72

+ -32.83'

-32.92'

EL 514.69

EL 514.70

-38.08'

-39.21' EL 514.76

-33.16'

-40

EL 514.74

-38.16'

EXI ST. ESM T

ROW

EL 514.78

515

-39.08'

EL 514.80

NEW

-40

EL 514.63

515 EXI ST. ESM T

-39.34'

EL 514.86

515

EL 514.82

-45

ROW

T. S. C. L.

-45

NEW

510 EL 514.92

NEW

510

-38.95'

520

EL 514.83

-50

T. S. C. L.

-50

NEW

520 EXI ST. ESM T

520

EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

138+00.00

525 DATE:

12/1/2021

510

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.137+00 TO STA.138+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

510

-40 -35 -32.96' G

-30 -25 -20 -15 -10 -5 0

138+39.02

10 15

CREVE COUER MILL RD

20 25

525

505

520

515

525 525

CREVE COUER MILL RD 520

515

510

505 505

55 60

F. 636 537 0275

505

138+50.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

35 DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

505

Chest er f i el d,M i ssour i63017

T. S. C. L. 30

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

EXI ST. ROW

23.48'

EL 515.14

21.25'

EL 514.54

505

PU BLIC W O RK S

16.16'

510

SHEET 33 OF 59

5 EL 514.49

-32.90'

EL 514.46

-37.91'

EXI ST. ROW

EXI ST. ESM T

11.01'

EL 514.07

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

EXI ST. ROW

24.01'

EL 514.15

19.01'

EL 514.15

REV.DATE

CROSS SECTI ONS

TRA N SPO RTA TIO N

+ OH

22.27'

515

ROW PLANS

+ + 15

520

RESURFACI NG

-5

EL 514.56

OH 13.52'

ROW EL 514.53

NEW

EXI ST. ESM T

CREVE COUER MILL RD

CREVE COEUR M I LL ROAD

-10

21.10'

-15

EL 514.76

-20

-5

20.18'

-25 T

-10 OH

EL 514.74

-30

-15

15.17'

-35

-20

EL 514.44

-32.79'

EL 514.42

-38.91'

EL 514.55

-38.97'

EL 514.58

EL 514.67

-25 W

11.10'

-30

EL 514.38

EXI ST. ROW

-35

EXI ST. ROW

EXI ST. ESM T

-32.80'

EL 514.56

-32.92'

EL 514.60

-37.92'

EL 514.68

EXI ST. ESM T

ROW

EXI ST. ESM T

-40

EL 514.64

-37.96'

-32.83'

515 -38.92'

EL 514.70

NEW

-40

EL 514.60

EXI ST. ESM T

515

EL 514.71

-38.96'

515

-38.96'

520 ROW

-45

EL 514.73

NEW

510 EL 514.71

T. S. C. L.

520

-39.06'

-50 NEW

510

EL 514.78

520 EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

138+69.73

525 DATE:

12/1/2021

510

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.138+39 TO STA.138+70 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

510

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

139+00.00

+ +

5 10

510

CREVE COUER MILL RD

505

25 30

520

CREVE COUER MILL RD

515

520

505

139+50.00

520

515

510

505 505

F. 636 537 0275

510

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

PU BLIC W O RK S

139+91.70 T. 636 537 5585

30 REVI SI ONS APP.

DESCRI PTI ON

NOT FOR CONSTRUCTION

505

Chest er f i el d,M i ssour i63017

140+00.00 REV.DATE

505

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L.

510

TRA N SPO RTA TIO N

NEW

EXI ST. ROW

25.00'

CREVE COUER MILL RD

25.75'

510

SHEET 34 OF 59

15 EL 513.26

EL 512.87

CROSS SECTI ONS

24.00'

EXI ST. ROW

26.79'LT

EL 512.68

EXI ST. ESM T

515

ROW PLANS

10 EL 513.24

19.00'RT

32.69'LT

EL 512.88

38.68'LT

RESURFACI NG

5 OH EL 513.17

EXI ST. ROW

-26.74'

EL 512.81

EXI ST. ESM T

ROW EL 513.00

NEW

520

CREVE COEUR M I LL ROAD

T. S. C. L.

++ 11.96'

-32.93'

EL 512.92

-37.90'

NEW

-5

25.00'

-10

EXI ST. ROW

-15

-5

EL 513.85

-20

-10

24.00'

T EL 513.33

-15

-5

25.05'

+ -25

-20

-10

EL 513.83

-30

-15

EL 513.82

-25

-20

19.00'

-35

-25

EXI ST. ROW

-30

-26.44'

ROW

-30

EL 513.76

EXI ST. ROW

G -29.48'

EL 512.78

510

EL 513.06

-35

EXI ST. ESM T

NEW

EL 513.00

EXI ST. ESM T

-32.77'

EL 513.45

-37.77'

ROW

EXI ST. ESM T

-45.43'

EL 513.29

18.97'

+ -32.85'

-40

EL 514.22

-37.85'

NEW EL 513.53

EXI ST. ESM T

-35

EL 513.75

ROW

-40

-32.77'

NEW EL 514.29

EXI ST. ESM T

-45.43'

-40

EL 514.20

515

-38.85'

520 -45

EL 514.31

-50 -45

EXI ST. ESM T

515

-45

-38.95'

520

EL 514.36

-50 EL 513.33

-50

T. S. C. L.

-55 EXI ST. ESM T

515

EXI ST. ESM T

520

NEW

-60

EXI ST. ESM T

T. S. C. L.

520

EXI ST. ESM T

515 NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

CREVE COUER MILL RD 12O & 12P

+ 510

505 DATE:

12/1/2021

515

505

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.139+00 TO STA.140+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50

510

-45 -40

-35 G

-30 -25

-25 -20

-20 -15

-15 -10

-10

-5

140+50.00

15 20

CREVE COUER MILL RD

142+00.00

520

CREVE COUER MILL RD

515

505

141+50.00

520

CREVE COUER MILL RD

+ 510

505

141+00.00

520

515

+ + 510

505 505

65 OF

PU BLIC W O RK S

-10

F. 636 537 0275

-15

-5

SHEET 35 OF 59

-30 -20

-10

CROSS SECTI ONS

STM

ROW

EXI ST. ESM T

-32.66'

EL 514.01

-37.66'

EXI ST. ROW

NOT FOR CONSTRUCTION

515

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

-25

-15

T. 636 537 5585

-30

Chest er f i el d,M i ssour i63017

510 DESCRI PTI ON

REVI SI ONS

+ +

APP.

505

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

STM

-20 BY

505

TRA N SPO RTA TIO N

-25 REV.DATE

-30

CREVE COUER MILL RD

ROW PLANS

520

EXI ST. ROW

NEW

EL 514.09

525

RESURFACI NG

-35

EXI ST. ESM T

-32.17'

EL 513.85

-38.43'

EL 514.10

T. S. C. L. EXI ST. ESM T

NEW

525

CREVE COEUR M I LL ROAD

STM

EXI ST. ROW

-35

EXI ST. ROW

-32.66'

EL 513.30 G

EXI ST. ESM T

-31.86'

EL 513.04

-37.66'

-35

EXI ST. ESM T

-40 -32.47'

+ -32.66'

EL 512.60

-32.57'

510 EL 512.54

ROW EL 513.38

NEW

-32.66'

ROW

-40

EL 512.87

-37.66'

EL 512.67 NEW

-40

EL 512.84

-38.66'

EL 512.95

ROW

-45 EXI ST. ESM T

510

NEW

-45 -38.75'

EL 513.40

510

EXI ST. ESM T

520 T. S. C. L.

-45

EXI ST. ESM T

515 NEW

515

EL 512.97

515 T. S. C. L.

520

-38.93'

520

EL 513.10

-50 NEW

-50

T. S. C. L.

-50

NEW

515 EXI ST. ESM T

520

EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

+ + 510

505 DATE:

12/1/2021

515

505

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

EXIST 12" RCP STS

SHEET SEQUENCE:

STA.140+50 TO STA.142+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

510

-50 -45 -40

-35 -32.06'

-30 -25

-25 -20

-20 -15

-15 -10

-10

-5

142+50.00

525

520

510

525 525

CREVE COUER MILL RD 520

515

510

EXIST 30" RCP

505 505

45 50

F. 636 537 0275

-10

CREVE COUER MILL RD

EXIST. 12" RCP

510

143+00.00

SHEET 36 OF 59

-30

-15

PU BLIC W O RK S

-20

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

510 -38.17'

-28.53'

EL 517.60

-32.67'

EL 517.68

-37.67'

EL 517.76

EXI ST. ROW

515

T. 636 537 5585

515

Chest er f i el d,M i ssour i63017

-25

EXI ST. ROW

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

+ -21.89'

-30

520

TRA N SPO RTA TIO N

G EL 516.05

CROSS SECTI ONS

-35

G BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

CREVE COUER MILL RD

ROW PLANS

-32.66'

EL 516.67

-37.66'

ROW EL 518.10

NEW

EXI ST. ESM T

-38.91'

525

RESURFACI NG

ROW

T. S. C. L. EL 518.10

NEW

525

CREVE COEUR M I LL ROAD

NEW EL 516.75

-35

EXI ST. ROW

-37.71'

+ ++

-32.66'

-40

EL 515.18

EL 516.75

-40

EL 514.98

515 -37.66'

-45

ROW

515

NEW

520 T. S. C. L. EXI ST. ESM T

525

EL 515.26

NEW

-45

EXI ST. ESM T

T. S. C. L.

-50

NEW

-50

-38.36'

EL 515.27

520 EXI ST. ESM T

520

EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 12" RCP

510

143+50.00 DATE:

12/1/2021

515

+ + DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.142+50 TO STA.143+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

515

-50

520

-45 -40 -35 G

-30 -25 -24.72'

+ +

-20 -15

-15 -10

-10

-5

144+00.00

525 CREVE COUER MILL RD OH

510

525

520

EXIST. 12" RCP 510

144+09.47

530

CREVE COUER MILL RD 525

520

+ 515

510 510

45 50

67 OF

PU BLIC W O RK S

-10

F. 636 537 0275

510

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

515

SHEET 37 OF 59

-20

+ EXI ST. ROW

520

CROSS SECTI ONS

-25

-15

T. 636 537 5585

-20

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

525

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

TRA N SPO RTA TIO N

EXI ST. ROW

CREVE COUER MILL RD

ROW PLANS

-28.03'

EL 520.03

EXI ST. ESM T

-33.03'

530

RESURFACI NG

ROW

NEW EL 520.11

T. S. C. L.

NEW

530

CREVE COEUR M I LL ROAD

-25 T

EXI ST. ROW

-27.96'

EL 520.01

-34.03'

EL 520.13

-34.85'

EL 520.53

EXI ST. ESM T

EXI ST. ROW

-21.09'

-30

EL 518.26

-30

-25.22'

EXI ST. ROW

-32.18'

-35

EL 518.41

-35

EL 518.58

G EL 517.91

515

EXI ST. ESM T

-40

-34.60'

-40

EL 518.65

-36.84'

530 -42.65'

EL 517.83

EXI ST. ESM T

520

-35.63'

EL 518.66

525 -45

ROW

-50 -45

EL 519.23

-55

T. S. C. L. EXI ST. ESM T

-59.49'

ROW

-50

NEW

-60 NEW

525

EXI ST. ESM T

515 EL 518.02

520 EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

510

144+50.00 DATE:

12/1/2021

515

DESIGNED:

TWC

DRAWN:

EXIST. 12" RCP GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.144+00 TO STA.144+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

520

-50 -45 -40 -35

-30 -27.73' G

-25

-20

-20 -15

-15 -10

-10

-5

145+00.00

5 10

15 20

CREVE COUER MILL RD

15 20

CREVE COUER MILL RD

146+50.00

530

CREVE COUER MILL RD

525

515

146+00.00

530 530

+ 520

515

145+50.00

530 530

525

+ 520

515 515

68 OF

PU BLIC W O RK S

-5

F. 636 537 0275

-10

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

-15 T. 636 537 5585

-20

Chest er f i el d,M i ssour i63017

-5

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

-10

SHEET 38 OF 59

-25 W

-15

-27.98'

EL 524.37

EXI ST. ROW

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

520

APP.

515

TRA N SPO RTA TIO N

515 BY

CROSS SECTI ONS

-20 REV.DATE

-27.82'

EL 524.42

EXI ST. ESM T

-32.98'

EL 524.45

525

ROW PLANS

-25

530

RESURFACI NG

EXI ST. ROW

-25 CREVE COUER MILL RD

CREVE COEUR M I LL ROAD

-30

EXI ST. ROW

-30

EXI ST. ROW

-27.97'

-33.98'

EL 524.46

ROW

T. S. C. L.

NEW

EXI ST. ROW

-27.94'

EL 523.42

EXI ST. ESM T

-32.97'

EL 523.49

-30

EXI ST. ROW

-27.79'

+ EL 522.47

-27.91'

EL 522.42

-33.97'

EL 523.51

-34.25'

EL 524.60

EL 521.40

-35 EXI ST. ESM T

-32.94'

EL 522.54

-35

EXI ST. ESM T

-33.94'

EL 522.56

ROW

-35

EL 521.34

-33.91'

-32.91'

EL 521.48

-40

NEW

T. S. C. L.

525

EL 521.50

-45 -40 -34.15'

EL 523.60

520

ROW

525 NEW

530

ROW

-50 -45

-40

NEW

-50

-45

-34.36'

T. S. C. L.

520

NEW

520 EL 522.77

525 NEW

-50

EXI ST. ESM T NEW T. S. C. L.

530

-34.38'

EL 521.73

525 EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

+ 520

515 DATE:

12/1/2021

525

515

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.145+00 TO STA.146+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50 -45 -40

520 -35

-30 G

-25

-20

-20 -15

-15

-10

-5

147+00.00

148+50.00

535 535

CREVE COUER MILL RD

530

520

148+00.00

535 535

CREVE COUER MILL RD

+ 525

147+50.00

535 535

CREVE COUER MILL RD 530

+ 525

520

69 OF

SHEET 39 OF 59

-10

PU BLIC W O RK S

520

NEW

ROW

-27.70'

EL 528.18

EXI ST. ESM T

-32.70'

EL 528.25

EXI ST. ROW

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

525

F. 636 537 0275

520 BY

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

-15

T. 636 537 5585

-20 REV.DATE

EXIST 30" RCP

-26.55'

EL 527.79

Chest er f i el d,M i ssour i63017

530

CROSS SECTI ONS

-25

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

-25

TRA N SPO RTA TIO N

EXI ST. ROW

-25 CREVE COUER MILL RD

ROW PLANS

G -22.17'

-30

EL 526.16

-27.77'

EL 527.23

EXI ST. ESM T

-32.77'

-33.98'

535

RESURFACI NG

-30

-26.71'

EL 527.20

ROW EL 527.30

NEW

EL 528.28

535

CREVE COEUR M I LL ROAD

-27.84'

EL 526.27

-30

EXI ST. ROW

-27.91'

-33.77'

EL 525.32

-35

EL 525.42

-35

EXI ST. ESM T

-32.84'

EL 527.32

-33.99'

-35

EXI ST. ESM T

-33.84'

EL 526.35

ROW

T. S. C. L.

-27.63'

525 -32.91'

-40 EL 526.37

520

-33.91'

-45 -40

NEW

525 EL 527.43

NEW

530

EL 525.40

-50 -45

-40

-34.03'

-50

-45

ROW

530 T. S. C. L.

-50

NEW

525 EL 526.46

NEW

530

EL 525.42

530 T. S. C. L.

525

-34.33'

EL 525.63

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

525

520 DATE:

12/1/2021

530

520

T DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.147+00 TO STA.148+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50 -45

525 EXIST. 30" RCP

-40 -35

-30 -27.27'

-27.61' G

-25 W

-20

-20 -15

-15 -10

-10

-5

149+00.00

10 15

STM

540 540

CREVE COUER MILL RD 535

STM OH

EXIST. 15" RCP 525

149+50.00

540 540

CREVE COUER MILL RD 535

530

525

EXIST. 15" RCP

520 520

70 OF

SHEET 40 OF 59

-10

PU BLIC W O RK S

-15

F. 636 537 0275

-20

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

525

T. 636 537 5585

530

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

535

TRA N SPO RTA TIO N

CROSS SECTI ONS

-25

ROW PLANS

-25 CREVE COUER MILL RD DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

540

RESURFACI NG

-30

EXI ST. ROW

-27.47'

EL 532.63

EXI ST. ESM T

-32.47'

EL 532.71

540

CREVE COEUR M I LL ROAD

EXI ST. ROW

-27.49'

-32.85'

ROW

T. S. C. L.

NEW

EXI ST. ROW

-27.03'

EL 530.86

-30

EXI ST. ROW

EL 530.70

EXI ST. ESM T

-32.49'

EL 532.72

EL 529.37

-35

EXI ST. ESM T

ROW

EL 530.93

NEW

-35

EL 529.26

530 -32.88'

530

-32.61'

525 EL 530.94

535

-33.53'

-40

ROW

-45 -40

NEW

-50 -45

EL 529.44

-50

-33.63'

530

EL 529.46

535 T. S. C. L.

535

EL 529.51

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

525

150+00.00 DATE:

12/1/2021

530

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.149+00 TO STA.150+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-50 -45 -40

535

-35

-30 G

-25

-20 -15

W T

-15 -10

-10

530

-5

150+50.00

++ +

10 15

CREVE COUER MILL RD OH

545

540

EXIST. 12" RCP EXIST. 8" PVC

530 530

151+00.00

545 545

CREVE COUER MILL RD 540

535

530 530

525 525

71 OF

PU BLIC W O RK S

530

F. 636 537 0275

535

33.96'

EL 541.27

26.59'

T. S. C. L.

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

EXI ST. ESM T

NEW

33.00'

EL 541.06

EXI ST. ROW

32.00'

EL 541.04

27.00'

EL 540.97

535

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

-5 540

T. 636 537 5585

-10

Chest er f i el d,M i ssour i63017

-15

SHEET 41 OF 59

-20

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

TRA N SPO RTA TIO N

-20

545

CROSS SECTI ONS

-25

CREVE COUER MILL RD

ROW PLANS

-30

EXI ST. ROW

-27.28'

EL 540.96

-28.04'

EL 541.21

EXI ST. ESM T

550

RESURFACI NG

+ W

EL 540.83

-33.04'

EL 541.28

ROW

T. S. C. L.

NEW

550

CREVE COEUR M I LL ROAD

-25

EXI ST. ROW

-15.98'

EXI ST. ROW

-28.00'

-34.39'

EL 541.31

EL 534.47

+ EL 538.02

-30

EXI ST. ROW

EXI ST. ESM T

-33.00'

EL 538.10

-27.38'

EL 537.82

-33.68'

ROW

-27.93'

-35

EL 534.89

-40 NEW

-35

EXI ST. ESM T

-45 -40

-32.93'

-50 -45

EL 534.97

535 EL 538.11

545 T. S. C. L.

-50

ROW

540 NEW

540

-33.11'

EL 534.97

540 T. S. C. L.

545

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

151+50.00 DATE:

12/1/2021

535

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.150+50 TO STA.151+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

540

-50 -45 -40 -35

-30

-25 W

-20 T

-15 -10 -5 0

152+00.00 5 G

20 25

++ +

EXIST. 12" RCP

CREVE COUER MILL RD

535

555

550

152+05.24

550

545

540

535 535

45 50

F. 636 537 0275

540

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

540 DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

545

PU BLIC W O RK S

555 T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

TRA N SPO RTA TIO N

T. S. C. L. EXI ST. ESM T

NEW

SHEET 42 OF 59

30 33.87'

EXI ST. ROW

550

CROSS SECTI ONS

EXIST. 12" RCP

32.13'

EL 543.80

CREVE COUER MILL RD

ROW PLANS

29.34'

EL 543.76

EXI ST. ROW

-26.08'

EL 547.11

-27.90'

EL 547.72

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

EXI ST. ESM T

555

RESURFACI NG

25.34'

ROW

555

CREVE COEUR M I LL ROAD

540

T. S. C. L.

NEW

35.35'

EL 544.17

CREVE COUER MILL RD

33.13'

EL 544.08

EL 543.81

EXI ST. ROW

32.00'

-5

EL 543.76

-10

27.00'

-15

-5

EL 543.73

++ +

EL 543.68

-20

-10

18.75'

-15

18.00'

-32.90'

EL 543.71

NEW

EL 547.80

EL 543.21

-17.03'

EL 543.70

-20

-16.95'

-25 W

EL 543.30

EXI ST. ROW

-25

EXI ST. ROW

-30

-22.67'

-30

EL 543.62

-28.16'

33.00'

G -28.07'

-35 EL 544.36

-33.90'

EL 547.81

-33.99'

EL 543.91

EXI ST. ESM T

-35

EXI ST. ESM T

-33.16'

ROW

EL 547.85

T. S. C. L. EXI ST. ESM T

NEW

EL 543.77

545 -33.07'

-40 EL 544.44

545

EL 543.98

NEW

-40

ROW

-45

NEW

-45 -42.25'

545

-35.28'

-50 EL 545.12

550

-34.07'

EL 544.00

550 -47.25'

-50

EL 544.59

-55

T. S. C. L.

-60

NEW

T. S. C. L.

550 EL 545.37

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

540

152+50.00 DATE:

12/1/2021

545

535

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.152+00 TO STA.152+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

545

-50 -45 -40 -35 -32.87' G

-30

-25 W

-20 -15 -10 -5 0

153+00.00

5 G

10 15

+ + +

+ +

CREVE COUER MILL RD

555

545 545

153+50.00

560 560

555

550

545

EXIST. 12" RCP

540 540

73 OF

PU BLIC W O RK S

560 Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

F. 636 537 0275

T. 636 537 5585

565

SHEET 43 OF 59

Chest er f i el d,M i ssour i63017

ROW

-27.06'

EL 557.65

-28.13'

EL 557.68

EXI ST. ESM T

-33.13'

EXI ST. ROW

550

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

550

TRA N SPO RTA TIO N

T. S. C. L.

NEW

EXI ST. ESM T

P. S. E.

555

CROSS SECTI ONS

NEW

34.62'

EL 553.66

EXI ST. ROW

29.62'

ROW PLANS

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

P. S. E.

EXI ST. ROW

560

RESURFACI NG

565

CREVE COEUR M I LL ROAD

T. S. C. L.

NEW

+ +

37.91'

5 OH

EL 549.94

CREVE COUER MILL RD

P. S. E.

++ +

NEW

34.72'

EL 553.66

35.11'

-5

5 OH

EL 549.89

-10

29.53'

NEW

EL 557.75

CREVE COUER MILL RD

EXI ST. ROW

-15

-5

30.11'

-20

-10

EL 553.59

-15

EL 549.82

-25

-20

EL 553.58

+ + +

29.11'

W T G

EL 549.49

-25

EXI ST. ROW

-30 -27.17'

EL 554.25

-28.00'

-30

-27.71'

EL 551.02

-27.87'

EL 554.27

-34.13'

EL 557.77

-34.44'

EL 557.92

T. S. C. L. EXI ST. ESM T

EL 551.02

-35 EXI ST. ESM T

-33.00'

EL 554.34

ROW

-35

EXI ST. ESM T

-34.00'

EL 554.36

NEW

EXI ST. ESM T

NEW

565

EXI ST. ESM T

550 EL 551.10

-40 -34.29'

EL 554.51

550

ROW

-45 -40

NEW

-50 -45

-34.10'

560 T. S. C. L.

-50

EL 551.23

555 NEW

555

-33.87'

EL 551.12

555 T. S. C. L.

560

EXI ST. ESM T

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

154+00.00

565 DATE:

12/1/2021

550

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.153+00 TO STA.154+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

555

-50 -45 -40 -35 -30

-25 -20 -15

W T

-15 -10

-10 -5

-5

154+50.00

156+00.00

575 CREVE COUER MILL RD 575

570

+ 565

560

CREVE COUER MILL RD 570

W T

565

555 555

155+00.00

570 570

CREVE COUER MILL RD

565

++ + 560

555

550 550

74 OF

PU BLIC W O RK S

-5

SHEET 44 OF 59

-20

-10

F. 636 537 0275

-15

-5

NOT FOR CONSTRUCTION

DESCRI PTI ON

565

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

-20

-10

T. 636 537 5585

570

Chest er f i el d,M i ssour i63017

-15

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

-20 REVI SI ONS

565

APP.

TRA N SPO RTA TIO N

REV.DATE

T W

CROSS SECTI ONS

-25

575

EXI ST. ROW

-28.58'

EL 570.40

-28.62'

EL 570.41

EXI ST. ESM T

-33.62'

CREVE COUER MILL RD

ROW PLANS

EXI ST. ROW

-28.51'

EL 567.42

ROW EL 570.48

NEW

580

RESURFACI NG

-27.79'

EL 567.66

-34.30'

T. S. C. L. EXI ST. ESM T

NEW

580

CREVE COEUR M I LL ROAD

-16.45'

EXI ST. ROW

-25

EL 560.16

-30

EXI ST. ROW

-30

-17.95'

-25

EL 559.16

G -28.40'

-30

-19.45'

-20.68' EL 560.16

-28.02'

EL 564.44

EXI ST. ESM T

-33.51'

EL 567.50

-27.68'

EL 564.31

-34.51'

EL 567.52

EL 570.50

EL 561.08

-35 EXI ST. ESM T

-33.40'

-35

EXI ST. ESM T

-33.27'

ROW

EL 564.51

NEW

ROW

-35

EL 560.19

-34.27'

560 EL 561.16

-40

NEW

EXI ST. ESM T

T. S. C. L.

570

EL 561.18

-45 -40 -34.96'

EL 567.74

565

ROW

-50 -45

EXI ST. ESM T

NEW

570

-40

-33.98'

570 T. S. C. L.

-50

-45

NEW

560 EL 564.52

565 NEW

-50

-34.43'

EL 561.26

565 T. S. C. L.

575

EXI ST. ESM T

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

560

155+50.00 DATE:

12/1/2021

560

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.154+50 TO STA.156+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

570

-50 -45 -40 -35 -30 -28.63'

-25

-20

-20 -15

-15 -10

580

-10

-5

156+50.00

158+00.00

CREVE COUER MILL RD 580

575

565

157+50.00

CREVE COUER MILL RD 580

+ 570

565

157+00.00

CREVE COUER MILL RD 580

575

+ 570

565 565

75 OF

PU BLIC W O RK S

-10

F. 636 537 0275

-15

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

-20

-5

SHEET 45 OF 59

-30

-10

CROSS SECTI ONS

-15

T. 636 537 5585

570

EXI ST. ROW

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

APP.

-28.77'

EL 574.41

575

Chest er f i el d,M i ssour i63017

-25

-20 BY

565

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

-25 REV.DATE

565

TRA N SPO RTA TIO N

EXI ST. ROW

-28.73'

EL 574.42

EXI ST. ESM T

-33.77'

580

ROW PLANS

-28.51'

-28.72'

EL 573.78

ROW EL 574.49

NEW

585

RESURFACI NG

-30

EXI ST. ROW

EL 573.85

-34.16'

T. S. C. L. EXI ST. ESM T

NEW

585

CREVE COEUR M I LL ROAD

-28.75'

EL 573.18

EXI ST. ESM T

-33.72'

EL 573.85

ROW

-30

EXI ST. ROW

-28.68'

EL 573.21

-28.73'

-34.72'

EL 573.87

NEW

EL 574.50

EL 572.27

-35 EXI ST. ESM T

-33.75'

EL 573.26

-35

EL 572.24

-34.75'

EL 573.28

-35.48'

-35

EXI ST. ESM T

-40 ROW

-40

-33.73'

-45 NEW

570 EL 574.24

575

EL 572.35

-50 -45 EXI ST. ESM T

T. S. C. L.

580 -40

ROW

-50

-45

EXI ST. ESM T

NEW

-50

-35.26'

580 T. S. C. L.

570

NEW

570 EL 573.53

575 NEW

575

-33.80'

EL 572.35

575 T. S. C. L.

580

EXI ST. ESM T

NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

CREVE COUER MILL RD 20MSD-00522

MSD BASE MAP:

12O & 12P

+ 570

565 DATE:

12/1/2021

575

565

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.156+50 TO STA.158+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

570

-50 -45 -40 -35

EL 574.85

-30 G

-25 -20

-20 -15

W T

-15 -10

-10 -5

-5

158+50.00

585

570

159+50.00

585

CREVE COUER MILL RD

580

575

585 585

CREVE COUER MILL RD 580

570

159+00.00

585 585

CREVE COUER MILL RD 580

575

570

565 565

76 OF

SHEET 46 OF 59

-25

-5

PU BLIC W O RK S

T G

-10

CROSS SECTI ONS

-15

F. 636 537 0275

570

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

-20

T. 636 537 5585

NOT FOR CONSTRUCTION

575

Chest er f i el d,M i ssour i63017

-25

-5

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

-10

TRA N SPO RTA TIO N

EXIST. 21" RCP

DESCRI PTI ON

+ + +

REVI SI ONS

580

APP.

CREVE COUER MILL RD

ROW PLANS

585

RESURFACI NG

-15

REV.DATE

-20

-27.07'

EL 576.58

-29.41'

-29.97' EL 576.52

EL 577.02

-15.03'

EL 576.83 -32.61'

-37.61'

EL 574.62

EXI ST. ROW

-39.36' EL 576.90

585

CREVE COEUR M I LL ROAD

+ EXI ST. ROW

-30

-25.25'

EL 576.17

-25

-21.89'

-30

-22.39'

-29.15'

575

EL 574.80

-28.53'

EXI ST. ESM T

-30

EL 574.17

-28.96'

-35 EL 575.69

+ EL 575.90

-35

-32.97'

EL 576.39

-35

EL 575.16

-34.15'

EL 575.97

-38.08'

-38.61'

EL 577.29

EXI ST. ESM T

-33.96'

-35.15'

ROW

EL 576.46

-39.03'

EL 576.49

EL 576.92

EXI ST. ROW

-28.04'

575

-34.96'

570 EL 575.99

575

EL 575.23

-40 NEW

-36.85'

-40

EL 575.25

580 ROW

-45

NEW

580

-40

-35.46'

EL 575.00

-50 -45

EL 576.03

-50

-45

EXI ST. ESM T

-50

EXI ST. ROW

570

T. S. C. L.

-55

T. S. C. L.

580 T. S. C. L.

575

NEW

-60

EXI ST. ESM T

NEW

580 EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 12" RCP

570

159+39.08 DATE:

12/1/2021

575

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.158+50 TO STA.159+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

575

-50 -45 -40

-35 -30

-30 -25

-25

-20

-15

-20 -15

-15

-10

-5

160+00.00

590

CREVE COUER MILL RD

585

EXIST 12" RCP

575 575

160+50.00

590 590

CREVE COUER MILL RD 585

T W

580

575

EXIST 12" RCP

570 570

77 OF

SHEET 47 OF 59

-25

PU BLIC W O RK S

-30

CROSS SECTI ONS

575

F. 636 537 0275

580

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

580

T. 636 537 5585

Chest er f i el d,M i ssour i63017

585

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

TRA N SPO RTA TIO N

GW DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

590 BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

-32.09'

EL 585.13

-32.43'

EL 585.25

CREVE COUER MILL RD

ROW PLANS

-37.43'

EL 585.32

595

RESURFACI NG

-35 -31.98'

-35

EL 582.17

-32.46'

EL 582.33

-37.54'

EXI ST. ROW

EXI ST. ESM T

595

CREVE COEUR M I LL ROAD

-40 T

-32.47'

-37.46'

EL 585.32

-32.15'

580

EL 579.52

-45 -40

EL 579.41

-50 EL 582.40

-45

-38.20'

585

-37.47'

580 EL 582.41

EXI ST. ROW

-50

EL 579.59

585

EXI ST. ROW

590

EXI ST. ESM T

590

-37.71'

EL 579.60

585 EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 12" RCP

575

161+00.00 DATE:

12/1/2021

580

+ + DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.160+00 TO STA.161+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

585

-50 -45 -40

590 T

-35

-35 -30

-30 -25

-25 -20

-20

-15

-10

-5

161+50.00

600 600

CREVE COUER MILL RD

595

+ +

EXIST. 12" RCP 585

162+00.00

600 600

CREVE COUER MILL RD 595

590

+ + 585

EXIST. 12" RCP

580 580

78 OF

PU BLIC W O RK S

-20

SHEET 48 OF 59

585 -25

F. 636 537 0275

585

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

590

T. 636 537 5585

+ +

Chest er f i el d,M i ssour i63017

595

CROSS SECTI ONS

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

-30

W BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

600

CREVE COUER MILL RD

TRA N SPO RTA TIO N

-24.16'

EL 594.71

-32.12'

600

ROW PLANS

-35

-32.08'

EL 591.49

EL 594.75

605

RESURFACI NG

+ -32.35'

-37.12'

-38.56' EL 594.82

EL 595.06

605

CREVE COEUR M I LL ROAD

T EL 591.58

-38.12'

-32.10'

-40

-32.40' EL 588.32

-40

EL 588.41

-45 -37.35'

-45

-37.40'

-50 EL 591.66

EL 594.84

590

-37.80'

-50

EL 588.49

590 EL 591.66

595 EXI ST. ROW

595

-37.88'

EL 588.50

595 EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 12" RCP

585

162+50.00 DATE:

12/1/2021

590

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.161+50 TO STA.162+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

600

595

-40 -36.91'

-35 T W

-30 -25 -20 -15 -10 -5 0

162+78.97

+ +

5 10 15

15 20

EXIST. 12" RCP

25 30

CREVE COUER MILL RD 35 40

590

610

605 605

+ 595

EXIST. 12" RCP EXIST. 8" PVC

163+00.00

605 605

600

+ 595

EXIST. 8" PVC

590 590

55 60

79 OF

PU BLIC W O RK S

F. 636 537 0275

590

NEW

T. S. C. L.

EXI ST. ROW

37.22'

EL 600.47

32.22'

EL 600.40

14.31'

EL 599.35

595

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

595

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. 636 537 5585

610

T. S. C. L.

TRA N SPO RTA TIO N

NEW

EXI ST. ROW

36.93'

EL 598.32

31.93'

31.23' EL 598.24

EL 598.22

37.20'

15.74'

EL 597.72

14.74'

SHEET 49 OF 59

600

CROSS SECTI ONS

14.19' EL 597.59

CREVE COUER MILL RD

20 BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

605

ROW PLANS

11.74'

EL 599.45

610

RESURFACI NG

+ +

EL 598.32

G EL 597.22

-32.76'

EL 599.97

-33.18'

EL 600.11

610

CREVE COEUR M I LL ROAD

T. S. C. L.

-5

NEW

-10

EXI ST. ROW

-15

-5

36.87'

-20

-10 OH

EL 597.09

-25

-15

11.31'

-20

EL 597.33

-38.18'

EL 600.19

CREVE COUER MILL RD

31.79'

-30 -23.87'

EL 597.03

-35 W EL 597.76

600

13.33'

EL 595.84

-31.74'

-38.68'

605

10.89'

+ -25

EL 595.90

T EL 597.91

-30

-24.12'

-36.74'

-35

EL 596.43

-40

-31.91'

-38.65' EL 597.98

-40

EL 596.58

-37.74'

EL 598.00

595

EL 596.65

EL 600.20 T

-37.91'

EL 598.45

600

-39.32'

-45

EL 596.67

-50

EL 597.36

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 12" RCP EXIST. 8" PVC 590

163+37.11 DATE:

12/1/2021

600

590

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.162+79 TO STA.163+37 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

595

-50 -45

600

-40 T

-35 T

-30 WG

-25 -20 -15 -10 -5 0

163+50.00 5

+ +

10 15

CREVE COUER MILL RD

STM OH

NEW

38.95'

610

600 600

595 595

610

590 55

610

605

+ 600

595

EXIST. 12" RCP

590

605

EXIST. 8" PVC

163+96.05

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

F. 636 537 0275

T. 636 537 5585

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

Chest er f i el d,M i ssour i63017

610 T. S. C. L.

EL 602.95

EXI ST. ROW

37.83'

EL 602.93

32.83'

PU BLIC W O RK S

CREVE COUER MILL RD EL 602.85

595

TRA N SPO RTA TIO N

15.27'

15.29'

EL 601.93

12.78'

EL 602.07

-24.86'

EL 602.51

NEW

38.95'

T. S. C. L.

EL 603.08

EXI ST. ROW

37.87'

EL 603.06

32.87'

EL 602.99

600

SHEET 50 OF 59

CROSS SECTI ONS

25 605

ROW PLANS

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

610

RESURFACI NG

++ EL 601.80

-35.07'

EL 602.72

-40.07'

EL 602.80

610

CREVE COEUR M I LL ROAD

T. S. C. L.

NEW

-5

EXI ST. ROW

-10

12.75'

37.33'

-15

-5 OH

EL 601.06

-20

-10 STM

32.33'

-25

-15

EL 600.99

+ -20

24.30'

EL 601.93

-25

EL 600.87

-30 -25.68'

-30

22.63'

G EL 602.42

EL 600.46

-29.69'

14.70'

EL 599.97

-35

11.97'

W EL 602.51

-33.35'

EL 602.69

-41.29'

EL 602.93

EL 600.11

-40

CREVE COUER MILL RD

38.03'

-35

-33.42'

EL 600.69

605

-33.69'

-40

EL 600.78

-45

-38.69'

-41.07'

T W

EL 601.08

605 EL 600.87

-50 T

-39.02'

EL 600.87

600 EL 602.82

605 EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 12" RCP 595

164+00.00 DATE:

12/1/2021

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.163+50 TO STA.164+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

600

-50 -45

-40 T -35.84'

-35 T G

-30 -25 -20 -15 -10 -5 0

164+50.00 5

T W

STM OH

610 CREVE COUER MILL RD

CREVE COUER MILL RD

610

605

600 600

595 595

615

595 55

615

610

605

600

595

F. 636 537 0275

615

164+54.98

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

Chest er f i el d,M i ssour i63017

T. S. C. L.

38.36'

EL 604.61

38.05'

EL 604.46

595

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

38.63'

EL 604.28

EXI ST. ROW

37.45'

EL 604.27

32.45'

595

PU BLIC W O RK S

35 600

TRA N SPO RTA TIO N

STM EL 604.21

27.79'

EL 604.29

15.71'

EL 603.75

15.21'

APP.

DESCRI PTI ON

REVI SI ONS

T. S. C. L.

NOT FOR CONSTRUCTION

NEW

EXI ST. ROW

37.05'

EL 604.45

32.05'

EL 604.37

REV.DATE

SHEET 51 OF 59

25 605

CROSS SECTI ONS

20 610

ROW PLANS

-5 14.82'

615

RESURFACI NG

EL 603.41

615

CREVE COEUR M I LL ROAD

T. S. C. L.

-10

NEW

-15

38.71'

-20

EL 604.23

-25

-5 12.03'

CREVE COUER MILL RD

EXI ST. ROW

-30

-10

37.51'

-15

EL 604.20

-20

+ +

32.51'

-35 G

-25 OH

EL 604.12

15.02'

EL 603.13

-30

EL 603.47

EL 603.08

-35

12.46'

EL 603.25

-36.42'

12.56'

-34.92'

EL 604.05

-36.48'

EL 604.07

-41.48'

EL 604.14

EL 603.19

-40 EL 603.83

-35.16'

-35.91'

-40

EL 603.82

605 EL 603.85

EL 603.81

T -40.84'

-45

-41.84'

605 -42.48'

EL 604.16

-42.57'

605

EL 603.90

-50 T

EL 603.92

600 EL 604.20

EXI ST. ROW

610

-41.88'

EL 603.94

610 EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

165+00.00

615 DATE:

12/1/2021

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.164+50 TO STA.165+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

605

-40 T

-35 T

600

-30 G T

-25 -20 -15

610

-10 -5 0

165+15.97 5

10 15 20

25 30

CREVE COUER MILL RD

40 45

595

610

605

595

165+50.00

615 615

610

605

600

595 595

55 60

82 OF

PU BLIC W O RK S

F. 636 537 0275

595

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

615

T. 636 537 5585

595

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

52.68'

EL 603.66

EXI ST. ROW

36.62'

EL 602.70

31.62'

EL 602.62

21.05'

EL 601.96

600

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

T. S. C. L.

TRA N SPO RTA TIO N

NEW

EXI ST. ROW

600

SHEET 52 OF 59

36.73'

CROSS SECTI ONS

40 605

ROW PLANS

++ EL 603.70

CREVE COUER MILL RD

37.70'

EL 603.72

610

RESURFACI NG

18.38'

EL 602.12

610

CREVE COEUR M I LL ROAD

T. S. C. L.

NEW

+ +

38.12'

-5

EL 604.39

-10

31.73'

-31.51'

EL 602.34

CREVE COUER MILL RD

EXI ST. ROW

-15

36.95'

-20

EL 603.63

610 -5

EL 604.37

-25

-10

31.95'

-30

-15 OH

31.44'

EL 603.53

-37.13'

EL 602.45

EL 604.30

-35

-20

15.19'

+ T

-25

EL 603.20

G -28.89'

-30

12.88'

-40 T

EL 603.31

EL 602.89

-35

-27.72'

+ -36.95'

EL 603.05

-41.95'

EL 603.13

-40 T

EL 603.49

-43.30'

-29.11'

-45

EL 603.61

-42.95'

EL 603.32

605

-38.06'

-50 T

EL 603.76

600 EL 603.15

605 EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

165+77.23

615 DATE:

12/1/2021

600

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.165+16 TO STA.165+77 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

600

-50 -45

-40

-35 T T G

-30 -25 -20 -15 -10 -5 0

166+00.00

+ +

25 30

CREVE COUER MILL RD

35 40

610

590

610

595 610

605

595

EXIST. 12" RCP

166+50.00

610

605

600

595

F. 636 537 0275 Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

Chest er f i el d,M i ssour i63017

PU BLIC W O RK S

T. S. C. L.

590

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

NEW

EXI ST. ROW

37.18'

EL 599.80

38.18'

EL 599.28

NEW

T. S. C. L.

EXI ST. ROW

37.62'

EL 599.27

32.62'

EL 599.19

32.38'

EL 599.19

595

TRA N SPO RTA TIO N

OH 32.17'

37.45'

EL 599.80

CREVE COUER MILL RD

SHEET 53 OF 59

+ 600

CROSS SECTI ONS

EL 599.75

595

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

605

ROW PLANS

-5

15 27.55'

EL 598.72

610

RESURFACI NG

-10

28.39'

-32.12'

EL 599.06

610

CREVE COEUR M I LL ROAD

-15

T. S. C. L.

-20

NEW

-25

-5

EL 599.44

37.76'

-30

-10

27.12'

-37.74'

EL 599.17

CREVE COUER MILL RD

EL 602.29

-35 -15

EXI ST. ROW

-20

36.55'

-31.85'

EL 602.17

-25

EL 599.15

+ -30

37.55'

T T EL 599.48

-35 G

EL 602.18

-37.44'

31.55'

-40

EL 602.09

30.23'

T EL 599.59

605

EL 602.07

-42.44'

EL 599.67

-40

-35.46'

-43.81'

600

EL 601.87

-43.44'

-37.26'

EL 601.91

-45

-42.26'

-50 EL 599.86

600 T

EL 601.98

595 EL 599.69

EXI ST. ROW

605

-42.36'

EL 601.99

605 EXI ST. ROW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

EXIST. 12" RCP

590

166+59.11 DATE:

12/1/2021

600

590

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.166+00 TO STA.166+59 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

595

-50 -45 T T T

-40

-35 W

-30

-30 -25

T W

-25 -20

-20 -15

-15

-10

-5

167+00.00

590

+ +

30 35

CREVE COUER MILL RD OH

605

590

585

605

590

50 55

168+00.00

605

600

595

167+50.00

605 605

CREVE COUER MILL RD

595 595

EXIST. 12" RCP EXIST. 12" RCP

167+07.95

605

CREVE COUER MILL RD

600

+ 595

EXIST. 12" RCP 590

84 OF

PU BLIC W O RK S

-15

SHEET 54 OF 59

-20

-5

F. 636 537 0275

585

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

EXIST. 12" RCP

NOT FOR CONSTRUCTION

DESCRI PTI ON

590

CROSS SECTI ONS

-35 -25

-10

T. 636 537 5585

-30

-15

Chest er f i el d,M i ssour i63017

-20 REVI SI ONS

EXIST. 12" RCP

APP.

585

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

-35

-25

595

TRA N SPO RTA TIO N

-30

REV.DATE

++ + +

-35 OH

EXI ST. ROW

CREVE COUER MILL RD

ROW PLANS

EXI ST. ROW

-40

-37.88'

600

RESURFACI NG

-40

EL 594.94

-42.58'

EL 592.67

EXI ST. ROW

-47.86'

EL 592.67

EXI ST. ROW

-40

-35.76'

EL 596.87

-41.68'

EL 592.40

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

600

CREVE COEUR M I LL ROAD

T T

-37.94'

EL 594.95

NEW

T. S. C. L.

EXI ST. ESM T

EXI ST. ROW

600 -37.68'

-45

-37.64'

EL 596.90

EL 597.27

-42.94'

EL 595.02

-45

-35.26'

-42.64'

595 -43.48'

-51.32'

EL 597.22

600 T

-43.80'

-50

EL 597.34

EL 595.03

600

EL 597.44

-50

-43.64'

EL 597.36

-55

EXI ST. ROW

-60

EXI ST. ROW

590 EL 592.68

595 NEW

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

590

EXIST. 12" RCP EXIST. 12" RCP

585 DATE:

12/1/2021

600

590

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

EXIST. 12" RCP STS

SHEET SEQUENCE:

STA.167+00 TO STA.168+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

T. S. C. L.

AR-1563 595

FEDERAL PROJECT NO.

STP 5526(646) E-W GATEWAY TIP NO.

6834D-21

NEW

49.57'

EL 589.45

NEW

43.53'

EL 589.17

38.53'

590

OH 32.45'

EL 587.95

CREVE COUER MILL RD

EL 589.09

595

P. S. E.

EXI ST. ROW

COUNTY PROJECT NO.

590

MSD:

20MSD-00522 MSD BASE MAP:

580

-40

-35

-30

-25

-20

-15

-10

-5

595

590

585

EXI ST. ROW

43.80'

EL 589.44

590

38.80'

CREVE COUER MILL RD

EL 589.31

EXI ST. ROW

595

EL 589.36

600

38.42'

600

REV.DATE

169+85.23

DESCRI PTI ON

580

REVI SI ONS

585

APP.

585

NOT FOR CONSTRUCTION

12O & 12P

585 EXIST. 12" RCP

580

580 EXIST. 12" RCP -35

-30

-25

-20

-15

-10

-5

DATE:

12/1/2021

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

595 CREVE COUER MILL RD OH

590

585

TRA N SPO RTA TIO N

595

EXI ST. ROW

169+50.00

EXIST. 12" RCP

580

PU BLIC W O RK S

-40

F. 636 537 0275

-45

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

-50

T. 636 537 5585

-55

Chest er f i el d,M i ssour i63017

-60

580

-35

-30

-25

-20

-15

-10

-5

169+00.00

600

EXI ST. ROW

600

595 T

CREVE COUER MILL RD 595 W

STM

SHEET 55 OF 59

-40

CROSS SECTI ONS

-45

ROW PLANS

-50

RESURFACI NG

-55

CREVE COEUR M I LL ROAD

-60

OH DESIGNED:

TWC

590

DRAWN:

GDO EXIST. 12" RCP

CHECKED:

STS 585

585 -60

-55

-50

-45

-40

-35

-30

-25

-20

-15

-10

-5

168+50.00

SHEET SEQUENCE:

STA.168+50 TO STA.169+85 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

590

585

-60 T T T W

-55 -50 STM

++ +

-45 EL 587.25

-40 -35 -30 -25 -20 -15 -10 -5 0

170+00.00 5 10 15 20

CREVE COUER MILL RD

25 30 35 OH

38.17'

EL 589.46

585

EXIST. 12" RCP

580

595

170+50.00

170+31.13

595

590

585

580 580

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

45 F. 636 537 0275

T. 636 537 5585

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

580

PU BLIC W O RK S

TRA N SPO RTA TIO N

585

SHEET 56 OF 59

30 34.43'RT

CREVE COUER MILL RD 33.43'RT

35 38.59'

EL 589.60

EXI ST. ROW

43.59'

EL 589.67

590

CROSS SECTI ONS

30 595

ROW PLANS

585 EL 589.37

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

600

RESURFACI NG

32.26'

600

CREVE COEUR M I LL ROAD

T. S. C. L.

EL 589.34

EL 589.03

-45.17'

EL 586.80

-47.68'

EL 587.26

-52.47'

EL 587.23

595

NEW

49.08'

EL 589.52

-5

P. S. E.

-10

NEW

-15

-5 T

EXI ST. ROW

-20

-10

43.67'

-25

-15

EL 589.21

-30 -20

38.67'RT

-35 -25

32.92'RT

-57.48'

EL 587.21

EXI ST. ROW

CREVE COUER MILL RD

EL 589.17

-40 -30

32.44'

-45 -35

EL 588.84

-40

32.65'RT

EL 588.88

-44.34'

EL 587.08

-46.85'

EL 587.54

-45

EL 588.62

-50

-42.30'

595 -50

-44.81'

-55 -51.42'

-55

EL 587.71

-60 T EL 587.31

-49.29'

-65 T T

EL 587.82

WT -56.43'

-60

EL 587.40

-65

EXI ST. ROW

-70 T

-54.31'

590 T

EXI ST. ROW

-70 W

EL 587.73

595 EXI ST. ESM T

590 EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

+ 585

EXIST. 12" RCP

580 DATE:

12/1/2021

590

580

+ DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.170+00 TO STA.170+50 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-40 -35 -30 -25 -20

-20 -15

-15 -10

595

-10 -5

-5

170+69.10

590

CREVE COUER MILL RD

+ +

40 45

CREVE COUER MILL RD

600

595

+ 590

580

50 55

600 600

595

590

585 585

580 580

55 60

F. 636 537 0275

EXIST. 12" RCP 580

171+00.00

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

PU BLIC W O RK S

595 40

Chest er f i el d,M i ssour i63017

580

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

580

585

TRA N SPO RTA TIO N

46.13'

EL 590.72

44.76'

EL 590.04

43.76'

EL 590.03

38.76'

EL 589.95

-5

37.18'

585

SHEET 57 OF 59

-25

-10 43.68'

EL 590.46

38.68'

EL 590.39

32.49'

EL 589.74

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

49.65'

EL 590.69

46.85'

EL 590.59

REV.DATE

590

CROSS SECTI ONS

-30

-15 595

ROW PLANS

-35

-20 32.30'

600

RESURFACI NG

-40 -25

EL 589.73

600

CREVE COEUR M I LL ROAD

-45 -30

EXI ST. ROW

-50 -35

EL 590.48

-54.28'

EL 587.33

-40

43.86'

-55 -54.35'

EL 587.35

590

EL 589.87

-59.35'

38.84'

+ CREVE COUER MILL RD

EL 589.79

-60 EL 587.28

-59.85'

EL 587.27

595

32.31'

+ T

EL 589.15

585 -60.88'

590

EL 586.76

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

171+34.24

600 DATE:

12/1/2021

585

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.170+69 TO STA.171+34 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

585 W

-70 T

-65 EXI ST. ROW T

-60 T

-55 -50 -45 -40 -35 -30 -25 -20

-20 -15

-15 -10

595

-10 -5

-5

171+40.50 5

5 10

CREVE COUER MILL RD

600

580 45

+ +

40 45

CREVE COUER MILL RD

600

595

590

585

EXIST 12" RCP

580 580

55 60

171+50.00

600

595

590

585

EXIST 12" RCP

580

88 OF

PU BLIC W O RK S

F. 636 537 0275

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

T. 636 537 5585

580

Chest er f i el d,M i ssour i63017

580

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

44.37'

EL 591.39

43.08'

EL 591.23

38.08'

REV.DATE

44.08'

EL 591.25

585

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

49.76'

EL 590.82

43.59'

0 590

TRA N SPO RTA TIO N

595 -5

EL 590.50

-10

SHEET 58 OF 59

-25

-15

38.59'

+ +

595

CROSS SECTI ONS

-30

-20 EL 591.16

600

ROW PLANS

-35

-25 33.30'

600

RESURFACI NG

-40 -30

CREVE COEUR M I LL ROAD

-45 -35

EL 590.42

+ +

38.65'

-50 -40

EL 591.07

EL 590.40

-49.63'

EL 589.02

-51.29'

EL 589.02

-56.32'

EL 588.93

CREVE COUER MILL RD

32.37'

-45

EL 589.89

-58.16'

EL 588.50

595

32.32'

-46.96'

EL 587.62

-49.47'

-50

EL 589.80

-55

-47.06'

-60

EL 587.46

-49.57'

-55

EL 588.08

EL 587.92

T -54.59'

-60

EL 587.87

-57.33'

EL 588.91

585 T

-54.70'

-59.59' T

EL 587.56

590 EL 587.79

590

-59.70'

EL 587.62

590 EXI ST. ESM T

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

172+00.00

600 DATE:

12/1/2021

585

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

STA.171+41 TO STA.172+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn

-60

590

-55

595

-50 -45 -40 -35 -30 -25

585 585

-20 -15

-15 -10

-10 -5

-5

+ +

CREVE COUER MILL RD

+ +

173+00.00

600 600

595

+ 590

585 585

580 580

89 OF

SHEET 59 OF 59

PU BLIC W O RK S

595

F. 636 537 0275

T. 636 537 5585

Mi ssour iSt at e Engi neer i ng Cor por at i on #001523

Chest er f i el d,M i ssour i63017

16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

CREVE COUER MILL RD

CROSS SECTI ONS

TRA N SPO RTA TIO N

600

ROW PLANS

595

RESURFACI NG

600

CREVE COEUR M I LL ROAD

-20

42.72'

-25

EL 592.10

-30

42.23'

-35

EL 592.09

-40

37.23'

-45

36.87' EL 592.02

-50

EL 591.90

-55

46.40'LT

590

EL 590.27

52.41'LT

EL 590.16

54.64'LT

-60

EL 590.13

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

12O & 12P

DATE:

12/1/2021

590

DESIGNED:

TWC

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

172+50.00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\ROWPlans\XX_AR-1563_XS.dgn