Creve Coeur Mill Road Resurfacing Preliminary Plans by STLCOGOV

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646)

PRELIMINARY PLANS

E-W GATEWAY TIP NO.

6834D-21 MSD:

20MSD-00522

CREVE COEUR MILL ROAD RESURFACING

MSD BASE MAP:

PROJECT LIMITS

INDEX OF SHEETS

DESCRIPTION

TITLE SHEET

SUMMARY OF QUANTITES

EXISTING EASEMENT (TYPE SPECIFIED)

8 -22

PLAN AND PROFILE

W-WATER

23-28

DRIVEWAY PROFILE

P R IC

P.R.W.E.

C.E. R.E.

TO BE REMOVED

(T.B.R.)

TO BE ABANDONED

(T.B.A.)

1 6 0 + 0 0

1 6 5 + 0 0

TT TT

1 7 0 + 0 0

29 3+ 7 1

STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE:

DATE:

1/29/2021

PROJECT DISTURBANCE = 0.818 ACRES PROJECT RUNOFF DIFFERENTIAL = -0.10 CFS

(U.I.P.)

1,000

1,500

(A.T.G)

(RELOC.)

SCALE IN FEET SCALE: 1" = 500'

PROJECT SPECIFIC INFORMATION

DESIGN CRITERIA

LENGTH OF PROJECT

MSD CERTIFICATION

PROJECT BENCHMARKS: 8355: NAVD88(SLC2011a) Elev = 463.63 FtUS (or) 141.314 Meter NGVD29 Elev = 463.91 FtUS Cut “U” in the center west end of the northwestern wing wall of Bridge No 232 for Creve Coeur Mill Road over Fee Fee Creek, roughly 0.1 miles east of Prichard Farm Road, on the west side of Fee Fee Creek and north of Creve Coeur Mill Road approximately opposite the intersection with Vigus Road. Benchmark is on the western end of

STA.

98+57.95

DESIGN YEAR:

2036

END OF PROJECT

STA.

172+98.10

CURRENT ADT (YEAR):

9250

APPARENT LENGTH EQUATIONS AND EXCEPTIONS 9435

DIRECTIONAL DISTRIBUTION (D) =

50%

TRUCK PERCENTAGE (T) =

DESIGN SPEED (V) =

40 MPH

POSTED SPEED (V) =

35 MPH

FEET

TOTAL CORRECTIONS

FEET

NET LENGTH OF PROJECT

7,309.47

FEET

ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:

PROJECT LOCATION

Creve Coeur Mill Road.

NO CONSTRUCTION BETWEEN STA 106+29.65 TO STA 107+60.33 (BRIDGE)

Long=90.461606°±(W/-)

130.68

4 6 3

SP MO East N=322272±E=253338±Meter - Estimated Rough NAD83 Lat=38.737315°±(N/+)

FEET

8432: NAVD88(SLC2011a) Elev = 514.10 FtUS (or) 156.697 Meter NGVD29 Elev = 514.37 FtUS Cut "L" on the northeast corner of the concrete base for a traffic signal control box situated south of Creve Coeur Mill Road

R E V I IR R U O S S I M

KE LV EY

Parc Condominiums but platted as "FIRST AMENDMENT TO THE CONDOMINIUM PLAT OF CREVE COEUR MILL CONDOMINIUMS" (Plat Book 261 Page 67), roughly 31' east of the centerline of Bennington Place and 52' south of the centerline of Creve Coeur Mill Road.

NET LENGTH OF PROJECT

7,309.47

FEET

SP MO East N=322556±E=254047±Meter - Estimated Rough NAD83 Lat=38.739871°±(N/+) CREVE COEUR LAKE

Long=90.453449°±(W/-)

1.384

MILES

concrete base of the Mobil Station sign at McKelvey Road and Creve Coeur Mill Road. SP MO East N=322698±E=254926±Meter - Estimated Rough NAD83 Lat=38.741145°±(N/+)

FEDERAL LENGTH

Long=90.443337°±(W/-)

1.384

SIGNED P.E.

MILES

L P

ST. LOUIS COUNTY, MISSOURI TRANSPORTATION/PUBLIC WORKS

TRANSPORTATION DESIGN DIVISION 1050 N. LINDBERGH BLVD

PUBLIC WORKS

ST. LOUIS, MISSOURI 63132

UNLESS OTHERWISE NOTED, ALL WORK ON THIS PROJECT SHALL BE COVERED BY THE ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND BY APPLICABLE ST. LOUIS COUNTY STANDARD DRAWINGS.

UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS: AND, THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID THERETO.

M.S.D. RECORD

NUMBER:

BE N

1 14

IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS

UTILITY NOTE

364

DATE

STANDARD SPECIFICATIONS

RD E

RD ETT RS DO

STATE LENGTH

8252: NAVD88(SLC2011a) Elev = 590.56 FtUS (or) 180.002 Meter NGVD29 Elev = 590.83 FtUS "Sq" on the

1 80

R EU CO E EV L RD R C L MI

across from Pattonville High School and northwest of a storm water basin at condominiums known as Carriage

DEPARTMENT OF

CH A

N.T.S.

8195: NAVD88(SLC2011a) Elev = 486.75 FtUS (or) 148.361 Meter NGVD29 Elev = 487.02 FtUS "L" on the southeast corner of the bottom step, at the west entrance of the loading dock for Fred Weber Inc. at #2323

DESIGN ADT (YEAR):

7,440.15

370

Long=90.464408°±(W/-)

BEGINNING OF PROJECT

SP MO East N=322154.8±E=253094.4±Meter - Submeter Rough NAD83 Lat=38.736260°±(N/+)

COLLECTOR

THE EXISTING SEWER LENGTHS, SIZES, FLOWLINES, DEPTHS OF STRUCTURES AND SEWERS AND LOCATIONS WITH RESPECT TO EXISTING OR PROPOSED EASEMENTS HAVE BEEN MEASURED. THE RESULTS OF THOSE MEASUREMENTS ARE SHOWN ON THIS SET OF FINAL MEASUREMENT PLANS. SINCE THE WYE LOCATIONS HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY THE SEWER CONTRACTOR OR OTHER SOURCES, I DISCLAIM ANY RESPONSIBILITY FOR THAT SPECIFIC INFORMATION.

S E L

end of a six foot tall chain link fence along the north side of the bridge over Fee Fee Creek.

CREVE COEUR MILL RD:

CREVE COEUR MILL RD

wing wall north of the sidewalk on the north side of Creve Coeur Mill Road and 3.75 feet west of the western

FUNCTIONAL CLASSIFICATION:

LOCATOR MAP

IN N

340

20MSD-00522

RESURFACI NG

(T.B.A.&F.)

RELOCATE

CREVE COEUR M I LL ROAD

TO BE ABANDONED AND FILLED

F E

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

FE E

ADJUST TO GRADE BY OTHERS

ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON THIS SITE MAY REQUIRE ADDITIONAL STORMWATER MANAGEMENT PER MSD REGULATIONS IN PLACE AT THE TIME (INCLUDING TOTAL LAND DISTURBANCE AND/OR IMPERVIOUSNESS ADDED ON THIS PLAN, 20MSD-00522)

TRA N SPO RTA TIO N

500

ADJUST TO GRADE

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

AI G RD CR

TO BE REMOVED AND REPLACED BY OTHERS

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

(T.B.R.&R.)

TO BE REMOVED AND REPLACED

14 1

USE IN PLACE

T T T T

TI TLE SHEET

RESIDENTIAL ENTRANCE

COMMERCIAL ENTRANCE

S LN

PERMANENT RETAINING WALL EASEMENT

PRELI MI NARY

0 0 + 0 1 1

0 0 + 5 0 1

AND SEWER EASEMENT

1 5 5 + 0 0

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

MAINTENANCE AND UTILITY SIDEWALK

1 0 0 + 0 0

00 5+ 1 1

1 5 0 + 0 0

9 6 + 0 7

A CR E

PERMANENT ROADWAY IMPROVEMENT,

INTERCONNECT PLAN

T T TT

1 4 5 + 0 0

IN G

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

MAINTENANCE AND UTILITY EASEMENT

44-50

PERMANENT ROADWAY IMPROVEMENT,

SIGNAL PLANS

T T

00 + 20 1

0 0 + 5 2 1

1 4 0 + 0 0 BE

P.F.E.

0 0 + 30 1

0 0 + 35 1

R O SE

PERMANENT FOOTING EASEMENT

BEGIN PROJECT STA 98+57.95

40-43

PERMANENT TRAFFIC SIGNAL EASEMENT

P.T.S.E.

DRAINAGE AREA MAP

T.S.C.L.

R OA D

TEMPORARY SLOPE AND CONSTRUCTION LICENSE

END PROJECT STA. 172+98.10

SEWER PROFILE

38-39

P.S.E.

STRIPING PLAN

PERMANENT SIDEWALK EASEMENT

30-36

P.D.E.

PERMANENT DRAINAGE EASEMENT

FA R M

SIGN

PATT ONVI LLE HI GHSC HOOL

RAILROAD

RETAINING WALL

H A RD

GUARDRAIL

W OOD

FENCE (DESIGNATE TYPE)

F LE E T

TREE/VEGETATION LINE

PU BLIC W O RK S

TREE OR SHRUB (DESIGNATE DIA. & TYPE)

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

E-ELECTRIC

CONSTRUCTION LIMITS (C.L.)

1/ 29/ 2021

UNDERGROUND UTILITY (TYPE SPECIFIED) T-TELEPHONE/CATV G-GAS

CONSTRUCTI ON

TYPICAL SECTIONS

P L

PROPERTY LINE

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

3 -7

PROPSOED EASEMT (TYPE SPECIFIED)

NOT FOR

RIGHT-OF-WAY EXISTING

F. 636 537 0275

RIGHT-OF-WAY NEW

SHEET NUMBER

Chest er f i el d,M i ssour i63017

SYMBOLOGY

T. 636 537 5585

DESCRIPTION

REV.DATE

GENERAL LEGEND

REVI SI ONS

FEDERAL PROJECT NO. STP 5526(646)

APP.

ST. LOUIS COUNTY PROJECT NO. AR-1563

DESCRI PTI ON

12O & 12P

APPROVED: M.S.D. BASE MAP:

12O & 12P Stephanie Leon Streeter, P.E.

DESIGNED:

Acting Director

REVIEW ENGINEER:

TWC DRAWN:

APPROVAL DATE:

DATE:

TWC CHECKED:

STS SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\01_AR-1563_Title.dgn

UTILITY NOTE

Maintenance of the sewers designated "public"shall be the responsibility of the Metropolitan St. Louis Sewer District upon dedication of the sewers to the District.

SUM M ARY OF QUANTI TES

RESURFACI NG

CREVE COEUR M I LL ROAD

PU BLIC W O RK S

TRA N SPO RTA TIO N

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

1/ 29/ 2021

CONSTRUCTI ON

NOT FOR

PRELI MI NARY

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

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:

1/29/2021

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

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

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

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

6834D-21 MSD:

ROW

12.00'

VARIES 12.00' TO 0.00'

11.50'

11.00'

2.50'3.00'

5.00'

1.00'

NEW 5' WIDE 4" CONCRETE

3" MILL

SIDEWALK (TYP.)

(1)

REVI SI ONS

1.5% 5% . 1 -

5.00' 4.50'

EXIST. SW

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

4" TYPE 5 AGGREGATE (TYP.)

(PG 76-22) CLP-1.75" EXIST. CURB AND GUTTER (U.I.P.)

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

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

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

REV.DATE

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

TACK COAT

(1) -1.5% FROM STA. 104+15 TO 104+75

CREVE COEUR MILL RD

EXIST. SW

STA 98+57.95 TO STA STA 104+75 FOR CONCRETE REPAIR LIMITS PLEASE SEE PLANS

NOTES:

EXIST.

CREVE COEUR MILL RD

ROW

35.00'

5.00'

Varies 2.50'

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

ROW

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

35.00'

11.00'

12.00'

11.00'

2.50'

3.50'

5.00'

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

1/ 29/ 2021

12.00'

CONSTRUCTI ON

3.50' 2.50'

12O & 12P

NOT FOR

5.00'

MSD BASE MAP:

34.00'

PRELI MI NARY

1.00'

48.00'

DESCRI PTI ON

ROW

APP.

EXIST.

20MSD-00522

EXIST.

CREVE COEUR MILL RD

DATE:

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

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 SP95 (PG 76-22) C-1.25"

CREVE COEUR MILL RD

EXIST. GUARDRAIL REPLACEMENT FROM STA 106+00.00 TO STA 1069+12.66 AND 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

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

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

ROW

35.00'

6.00'

2.00' (2)

5.00'

ROW

2.50'

13.00'

6.00'

35.00'

12.00'

VARIES 0.00' TO 12.00'

12.00'

EXIST. PRIMUE

13.00'

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

3.50'

5.00'

1.00'

(3) 1 . 5%

1.5%

4.00'

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

EXIST. SW

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

4" TYPE 5 AGGREGATE (TYP.)

TYPI CAL SECTI ONS

CREVE COEUR MILL RD

RESURFACI NG

EXIST.

CREVE COEUR M I LL ROAD

EXIST. PRIMUE

EXIST. SW

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

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

DESIGNED:

TWC 0

DRAWN:

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

SHEET 1 OF 5

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

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

EXIST. SW

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

EXIST. SW

4.00'

PU BLIC W O RK S

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

TRA N SPO RTA TIO N

4.00'

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. 4" TYPE 5 AGGREGATE (TYP.)

F. 636 537 0275

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

1.5%

5% . 1 -

Chest er f i el d,M i ssour i63017

SIDEWALK (TYP.)

1/29/2021 T. 636 537 5585

NEW 5' WIDE 4" CONCRETE

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\03_AR-1563_TS.dgn

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

STP 5526(646)

EXIST. PRIMUE

EXIST.

CREVE COEUR MILL RD

ROW

E-W GATEWAY TIP NO.

EXIST. PRIMUE

6834D-21 MSD:

35.00'

6.00'

20MSD-00522

6.00'

35.00'

MSD BASE MAP: (1)8" CURB OR

12O & 12P 13.00'

VARIES

5.00'

VARIES NEW 5' WIDE 4" CONCRETE

1.5%

SIDEWALK

NEW TYPE 'S' CURB

EXIST. SW

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

EXIST. CURB (T.B.R.)

EXIST. CURB (U.I.P.)

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

SIDEWALK

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) 18" RETAINING WALL FROM STA 116+10 TO STA 118+03 8" CURB FROM STA 118+03 TO STA 118+82

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.

CREVE COEUR MILL RD

ROW

6.00'

12.00'

45.00'

12.00'

13.00'

VARIES

NEW 6' WIDE 4" CONCRETE

5.00'

VARIES

1.5%

SIDEWALK (TYP.)

DATE:

NEW TYPE 'S' CURB

1/29/2021 T. 636 537 5585

1.5%

NEW 5' WIDE 4" CONCRETE SIDEWALK

5.00' 4" TYPE 5 AGGREGATE (TYP.)

EXIST. SW

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

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

5.00'

EXIST. CURB (U.I.P.)

EXIST. CURB (T.B.R.)

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

TRA N SPO RTA TIO N

SCALE IN FEET

CREVE COEUR MILL RD

ROW

VARIES

6.00'

45.00'

5.00' TREELAWN VARIES

5.00'

12.00'

VARIES 12' TO 0'

12.00'

VARIES 12' TO 0'

VARIES

5.00'

VARIES

VARIES 12' TO 0' 1.5%

NEW 5' WIDE 4" CONCRETE SIDEWALK

NEW TYPE 'S' CURB

1.5%

NEW 5' WIDE 4" CONCRETE

TYPI CAL SECTI ONS

EXIST.

RESURFACI NG

EXIST. PRIMUE

CREVE COEUR M I LL ROAD

SCALE: 1" = 5'

SHEET 2 OF 5

VARIES

ROW

35.00'

6.00'

PRELI MI NARY

EXIST. PRIMUE

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

NEW 6' WIDE 4" CONCRETE

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

4" TYPE 5 AGGREGATE (TYP.)

REV.DATE

5.00'

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

5.00'

REVI SI ONS

NOTES:

3:1 MAX

PU BLIC W O RK S

1.5%

1/ 29/ 2021

12.00'

CONSTRUCTI ON

12.00'

NOT FOR

12.00'

F. 636 537 0275

12.00'

Chest er f i el d,M i ssour i63017

6.00'

DESCRI PTI ON

VARIES

APP.

18" RETAINING WALL

SIDEWALK

5.00' 5.00' EXIST. SW

4" TYPE 5 AGGREGATE (TYP.)

REMOVE EXISTING PAVEMENT, CURB AND SIDEWALK

EXIST. SW

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

DESIGNED:

TWC EXIST. CURB (U.I.P.)

DRAWN:

TWC 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\04_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

3" MILL

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

SIDEWALK

4" TYPE 5 AGGREGATE (TYP.)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95

EXIST. ASPHALT PAVEMENT

(1)

5.00'

4" TYPE 5 AGGREGATE (TYP.)

EXIST. SW

EXIST. ASPHALT PAVEMENT

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

STA 143+60.00 TO STA 148+46.50

CREVE COEUR MILL RD

ROW

VARIES 20' TO 41'

20.00'

13.00'

PRELI MI NARY

EXIST.

VARIES

(PG 76-22) C-1.25"

CREVE COEUR MILL RD

STA 125+75.43 TO STA 135+88.00

5.00'

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 TACK COAT

CREVE COEUR MILL RD

1.00'

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

EXIST. SW

(PG 76-22) C-1.25"

VARIES (SEE PLANS)

3" MILL

5.00'

TACK COAT

NEW ROW

13.00'

NEW 5' WIDE 4" CONCRETE

NEW 5' WIDE 4" CONCRETE SIDEWALK

1.5%

13.00'

VARIES 0' TO 12.00'

1/ 29/ 2021

5.00'

VARIES

REVI SI ONS

VARIES

5.00'

25.00'

CONSTRUCTI ON

1.00'

20.00'

12O & 12P

NOT FOR

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.

12.00' DATE:

1.00'

(2)

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

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

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95

EXIST. CURB (U.I.P.)

(PG 76-22) C-1.25"

EXIST.

CREVE COEUR MILL RD

ROW

NEW 5' WIDE 4" CONCRETE

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

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

VARIES

NOTES:

TYPI CAL SECTI ONS

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

TACK COAT

STA 135+88.00 TO STA 139+91.70

NEW ROW

5.00'

CREVE COEUR M I LL ROAD

EXIST. SW

NEW 5' WIDE 4" CONCRETE

PU BLIC W O RK S

4" TYPE 5 AGGREGATE (TYP.)

5.00'

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

1.5%

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

3" MILL

SIDEWALK

F. 636 537 0275

1/29/2021 EXIST. BLOCK WALL (U.I.P.) FROM STA 137+50.41 TO STA 138+33.91

T. 636 537 5585

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\05_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:

NEW 5' WIDE 4" CONCRETE SIDEWALK

1.5%

VARIES

3.00'

4" TYPE 5 AGGREGATE (TYP.)

13.00'

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

EXIST. CONCRETE DITCH (T.B.R.&R)

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 TACK COAT

(PG 76-22) C-1.25"

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

REV.DATE

EXIST. ASPHALT PAVEMENT

(PG 76-22) CLP-1.75"

DESCRI PTI ON

5.00'

12O & 12P

33.00'

REVI SI ONS

1.00'

20.00'

APP.

VARIES

CREVE COEUR MILL RD

20.00'

VARIES 13.00' TO 23.50'

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

VARIES 13.00' TO 15.00'

1/29/2021

3" MILL

SIDEWALK

T. 636 537 5585

4) LANE WIDTHS VARY AND SHALL BE DETERMINED DURING STRIPING OPERATIONS BY ST LOUIS COUNTY. NEW 5' WIDE 4" CONCRETE

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

1.5%

EXIST. SW

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 (PG 76-22) CLP-1.75"

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

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.)

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. 5.00'

SCALE IN FEET

ROW

VARIES 43.90' TO 48.50'

5.00'

1.5%

5.00' EXIST. SW

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

CREVE COEUR MILL RD

RESURFACI NG

EXIST.

CREVE COEUR M I LL ROAD

SCALE: 1" = 5'

VARIES

1/ 29/ 2021

DATE:

SHEET 4 OF 5

VARIES

25.00'

PU BLIC W O RK S

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

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

ROW

F. 636 537 0275

CREVE COEUR MILL RD

VARIES (SEE PLANS)

1.00'

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

EXIST.

NEW ROW

Chest er f i el d,M i ssour i63017

(2)

CONSTRUCTI ON

NOTES:

NOT FOR

PRELI MI NARY

STA 148+46.50 TO STA 154+58.00

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

EXIST. CURB SUPERPAVE ASPHALTIC (U.I.P.) CONCRETE MIXTURE SP125 (PG 76-22) CLP-1.75"

EXIST. ASPHALT PAVEMENT

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 TACK COAT

EXIST. SW

DESIGNED:

TWC 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\06_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

VARIES 37.80' TO 43.68'

43.87' TO 50.82'

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

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

CREVE COEUR MILL RD

PRELI MI NARY

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'

1/ 29/ 2021

12.00'

CONSTRUCTI ON

14.00'

NOT FOR

VARIES

APP.

5.00'

DESCRI PTI ON

VARIES VARIES

DATE:

1.5%

EXIST. SW

4.00' NEW 6' WIDE 4" CONCRETE SIDEWALK

4" TYPE 5 AGGREGATE (TYP.)

EXIST. SW

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

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

SIDEWALK

EXIST. CURB (U.I.P.)

STA 172+34.66 TO STA 172+98.10

PU BLIC W O RK S

T. 636 537 5585

NEW 5' WIDE 4" CONCRETE

F. 636 537 0275

1/29/2021

LEFT TURN LANE

TIE TO EXIST. PAVEMENT

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

FULL DEPTH SAWCUT

TYPI CAL SECTI ONS

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\07_AR-1563_TS.dgn

S I EX

COUNTY PROJECT NO.

(U.I.P.)

12P620053 D LR L URMI OE EC V E R 5C 8 1 2

T.S.C.L.

&T AT

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

12" RCP

12 "

EXIST ROW

AT&T

TRAFFIC

LOOP

T 452.00

&T AT

INK CL

FL E 443.13 FL W 443.11

(A.T.G.)

(U.I.P.)

16 "

21 " RCP

8" RCP 1

T 452.41

FL SE 444.19

(A.T.G.)

FL N 443.33 FL SE 443.41

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

GUY WIRE

0 (4

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

SIGNAL CONTROLLER

E E K 4 7 4 6 2 2 8 eNo1 l i F t n me t mmi o C

(T.B.R.&R.)

8 1 0 2 3 1 4 e0 t eDa v i t c e f f E

0+00

PVI2+53.99

El ev=452.46

PVI1+50.82

El ev=451.63

1+00

2+00

1/29/2021

PROP. 454.94

PROP. 454.65

EXIST. 454.66

PROP. 454.49

EXIST. 454.45

PROP. 454.33

EXIST. 454.24

PROP. 454.16

EXIST. 454.07

PROP. 454.00

EXIST. 453.95

PROP. 453.84

EXIST. 453.82

PROP. 453.61

EXIST. 453.61

PROP. 453.35

EXIST. 453.35

PROP. 453.09

EXIST. 453.09

PROP. 452.84

EXIST. 452.84

PROP. 452.58

EXIST. 452.61

PROP. 451.92

EXIST. 452.06

EXIST. 451.51

EXIST. 451.66

EXIST. 451.80

PROP. 451.33

EXIST. 451.83

EXIST. 450.79

430

EXIST. 450.34

440

DATE:

3% . 1

0% 5.

6. ALL DRIVEWAY CL'S SHALL BE PERPENDICULAR TO ROADWAY CL UNLESS OTHERWISE INDICATED

(U.I.P.)

8% 0.

RIGHT TURN LANE

5. ALL DRIVEWAY EXTENSIONS SHALL MATCH EXISTING MATERIAL, UNLESS OTHERWISE NOTED.

PVI1+34.12

5% . 1

8% 2.

7% . 1

El ev=451.50

PVI1+25.56

El ev=451.48

PVI0+65.40

El ev=450.80

PVI0+40.74

El ev=450.24

PVI0+15.63

El ev=450.15

PVI0+10.63

450

PRICHARD FARM RD

GUY WIRE

4. ALL DRIVEWAY APPROACHES SHALL BE CONCRETE, UNLESS OTHERWISE SHOWN ON PLANS.

A IV

3. SEE SIGNAL SHEETS FOR SIGNAL MODIFICATIONS.

460

(U.I.P.) GUY WIRE

470

2. MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

B L SOUTH SIDE SIDEWALK

12P340108

(U.I.P.)

UTILITY POLE

(U.I.P.)

20' WIDE ESMT

E S

N/F

NORTH PROFILE AT BACK OF SIDEWALK

1. UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 5.0' TO FACE OF CURB.

(U.I.P.)

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

EX I ST

(U.I.P.)

W/ LIGHT

C R

77 50. 99+ PI1

" 12

73 40. 99+ PI1

RO 2" 1

470

GENERAL SHEET NOTES:

&T AT

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

SI GNAL LOOP

PULL BOX

202+00

W/ RISER

(U.I.P.)

PD E

(U.I.P.) 2" 1

(RELOC.)

UTILITY POLE

TRAFFIC

E E K 5 7 4 6 2 2 8 ENO1 L I NTF ME T OMMI C

SL C

GUY WIRE

(U.I.P.)FH

STA 199+36.45 BEGIN SOUTH SIDE SIDEWALK

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

ASPHAL T

&T AT

" 10

(U.I.P.)WV

S E

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

V P

1 2"

SIGNAL

(U.I.P.)

EXIST ROW

SIGN

T.S.C.L.

201+00

(U.I.P.) CP 18" R

E ID W T ' M 10 ES

S I EX

(U.I.P.)

12P340153

16"

TRAFFIC

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

22082/2057

(U.I.P.)

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

200+00 MCI

PULL BOX

T.S.C.L.

CONC SIDEWALK

MCI

TRAFFI C SI GNAL INK CL

199+17

I CV

10'W WATER ESMT

C R ' 12 TRAFFIC

1 2"

(U.I.P.)

1 2" RCP

MCI

(A.T.G.)

CONCRETE CURB

(U.I.P.)

1 8" RCP

CONCRETE SI DEWAL K

FL N 443.69 FL E 443.86

(U.I.P.)

W/METER

MCI PULLBOX

FL W 443.45

EX STM MH T 456.92

UTILITY POLE W/RISER

FL SW 444.21

12P3-030D

NEW 5' WIDE SIDEWALK

(A.T.G.)

FL E 443.61

(A.T.G.)

MCI

FL SW 447.39

ASPHAL T

3+00

El ev=453.48

PVI201+10.41

El ev=452.42

PVI200+89.12

El ev=452.27

PVI200+79.46

El ev=451.53

PVI199+82.08

El ev=451.68

PVI199+71.93

El ev=452.33

PVI199+58.94

El ev=452.26

PVI199+36.45

0.3%

3% 2. 5% . 1

5. 0% 1 . 5%

0% 5.

450

199+00

200+00

201+00

202+00

PROP. 457.84

EXIST. 457.83

PROP. 457.38

EXIST. 457.34

PROP. 456.92

EXIST. 456.87

PROP. 456.46

EXIST. 456.42

PROP. 456.00

EXIST. 455.97

PROP. 455.54

EXIST. 455.50

PROP. 455.08

EXIST. 455.00

PROP. 454.62

EXIST. 454.54

PROP. 454.16

EXIST. 454.09

PROP. 453.70

EXIST. 453.66

PROP. 452.96

EXIST. 453.34

PROP. 452.28

EXIST. 452.49

EXIST. 452.10

EXIST. 452.03

EXIST. 451.94

EXIST. 451.61

PROP. 451.56

EXIST. 452.05

PROP. 452.28

EXIST. 452.33

430

PROP. 452.27

20'

EXIST. 452.29

EXIST. 452.14

10' 440

440

4+00

470

PRICHARD FARM RD

450

430

SOUTH PROFILE AT BACK OF SIDEWALK

460

TRA N SPO RTA TIO N

(A.T.G.)

CONCRETE CURB

FL W 444.24

(A.T.G.)

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

FL SW 444.29 (12" RCP)

EX STM MH

FL W 441.77

470

460

RESURFACI NG

FL W 444.29 (18" RCP)

NEW 5' WIDE SIDEWALK

102+00

T 453.49

T 452.34

FL S 441.49

MATCHLI NE C.L. STA 3+97.59

FL E 444.16

101+00

12P3-004D

FL NE 441.62

El ev=454.78

T 451.65

PI1 00+ 02. 24

100+00

EX STM MH

FL N 448.64

12" RCP

2 4 " RC

99+00

EX STM CURB INLET

12P3-005D

EX STM MH T 454.18

PVI3+75.29

" 16

12P3-032D

LOOP

CONCRETE

FL NW 445.00

ASPHAL T

SIGNAL

SI GNAL LOOP

EX STM MH

PC 1 02+ 48. 90

SIGNAL

PC 202+ 48. 90

AT&T

BEGIN CONST. STA 98+57.95

12P3-031D

PI1 00+ 00. 00

(U.I.P.)

SAWCUT FOR NEW 5' CUT-THRU

36" RCP

SIGNAL

El ev=453.79

(U.I.P.)

AT&T

C R

TEL EPHONE M. H.

1/ 29/ 2021

3+00

PLAN AND PROFI LE SHEET 1 OF 15

2+00

AT&T

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

1+00

PU BLIC W O RK S

(U.I.P.)

CONSTRUCTI ON

EXIST ROW

CONCRETE SI DEWAL K

NOT FOR

LOOP

F. 636 537 0275

SIGNAL

(T.B.R.)

10'W SLC PRIMUSSE

(A.T.G.)

T.S.C.L.

(A.T.G.)

Chest er f i el d,M i ssour i63017

FL SE 445.56

PRELI MI NARY

(U.I.P.) TRAFFIC PULL BOX

FL S 449.32

T. 636 537 5585

T 452.48

CREVE COEUR M I LL ROAD

& T A

T 454.52

UTI L I TY POL E ( ABANDONED)

REVI SI ONS

CONCRETE

SLC PRIMUSSE

CURB INLET

DBL CURB INLET

EX STM

B L NORTH SIDE SIDEWALK

EX STM

SIGNAL T

NEW 5' WIDE SIDEWALK SLC PRIMUSSE

TRAFFIC

ASPHALT

(U.I.P.)

REV.DATE

TRAFFIC PULL BOX

&T AT

APP.

C.L. (TYP.)

DESCRI PTI ON

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

EXIST ROW

12O & 12P

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

P.D.E.

0+ 1 1

(U.I.P.)

12"

MSD BASE MAP:

12P620064

&T AT

UTI L I TY POL E

MILL RD

20MSD-00522

PAVEMENT REMOVAL

K IN CL

CREVE COEUR

MSD:

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

PROPOSED CONCRETE REPAIR

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

" 16

(U.I.P.)

and Keith R. Gosejohan

MATCHLI NE C.L.STA 203+01.81

(U.I.P.)

6834D-21

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

SCALE: 1" = 20'

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

GUY WI RE

TEL EPHONE M. H.

UTI L I TY POL E

E-W GATEWAY TIP NO.

Affidavit 19399/892

GV (U.I.P.)

PI0 + 45. 22 PI0 + 49. 32

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

P.R.W.E.

(U.I.P.)

24 " RC

STA 0+10.63 BEGIN NORTH SIDE SIDEWALK

N/F , 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

SCALE IN FEET

" 6

D. DE I OV R NTP ME T OMMI EC L T I NOT L1 E C R A SP UDE L NC L2I E C R A ORP EF L T I T

TELE. M.H.

FEDERAL PROJECT NO.

STP 5526(646)

PROPOSED CONCRETE SIDEWALK

P.S.E.

EXIST. 455.02

AFFIDAVIT 19399/892

UTI L I TY POL E W/ L I GHT

K IN CL

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

PROPOSED MILL AND OVERLAY

NEW R.O.W.

AR-1563

2 0

&T AT

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

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

N/F

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

S I EX

RD HA RD IC PR RM FA

LEGEND

450 DESIGNED:

TWC DRAWN:

TWC

440 CHECKED:

STS SHEET SEQUENCE:

430

203+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\08_AR-1563_PNP.dgn

PULL BOX AT&T

AT&T

0 0 + 8

CONC WALL (U.I.P.)

0 0 + 6

FL NE 439.55 ST CONC EXI

FL SW 439.77

(U.I.P.)

(A.T.G.)

CONC

LL RD MI R U E O C CREVE

T 461.60 CNA FL OVER 25'

(U.I.P.)

ON USI DGE EXCL BRI

0 0 + 7 0 1

CURB INLET NO PIPE

(U.I.P.)

CONC WALL

CONC CURB 4"

CONC CURB

(U.I.P.)

(U.I.P.) CHAIN LINK FENCE

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

EXI ST R OW

W/RISER

ALLMAN PROPERTIES LIMITED CO

R C P

(U.I.P.)

GUY WIRE

ME T R OP OL I T A NS TL OUI S

CONC

C.L. (TYP.)

(U.I.P.)

10359/2020

SEWER DISTRICT 11293/190

12P340108

12O130465

COMMITMENT FILE NO 18-226474-KEE

1 2"

ES MT

EFFECTIVE DATE 04-13-2018

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

P L

20 ' W

OLD REPUBLIC NATIONAL TITLE INS CO

FH (U.I.P.)

CO MM ON DR I V EW AY ESM T

12180 PRICHARD FARM RD

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

W/RISER

(U.I.P.)

18135/1034 (TRACT 2 IN EXCESS ACQ 7892/267)

C.L. (TYP.)

N/F CITY OF MARYLAND HEIGHTS, MO

NO ACTIVE LOC NO (FORMERLY 12O130429) 2214 CREVE COEUR MILL RD

GUARDRAIL

ASPH

18135/1034 (TRACT 1 IN SLC EXCESS ACQ 7892/267)

(U.I.P.) OLD REPUBLIC NATIONAL TITLE INS CO

12402 CREVE COEUR MILL RD OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226472-KEE EFFECTIVE DATE 04-23-2018

DATE:

1/29/2021

480 PVI8+43.69

El ev=463.00

PVI6+72.13

El ev=462.16

PVI6+06.60

5+00

6+00

7+00

PROP. 464.46

EXIST. 464.62

PROP. 464.43

20'

EXIST. 464.30

PROP. 463.07

EXIST. 463.65

PROP. 462.85

EXIST. 462.87

PROP. 462.59

EXIST. 462.61

PROP. 462.33

EXIST. 462.36

PROP. 461.99

EXIST. 462.02

PROP. 461.49

EXIST. 461.62

PROP. 460.98

EXIST. 461.02

PROP. 460.39

EXIST. 460.43

PROP. 459.71

EXIST. 459.85

PROP. 459.03

EXIST. 459.16

PROP. 458.35

EXIST. 458.42

PROP. 457.66

EXIST. 457.68

PROP. 456.98

EXIST. 456.93

PROP. 456.30

10'

470

460

450

440

8+00

9+00

205+00

207+00

EXIST. 464.07

EXIST. 464.57

EXIST. 463.88

PROP. 462.60

206+00

MATCHLI NE C.L. STA 208+01.30

El ev=464.07

El ev=464.20 PVI207+99.72

PVI207+91.08

El ev=463.23

PVI206+22.69

El ev=462.83

El ev=462.78 PVI206+14.80

PVI206+11.20

El ev=462.48

PVI205+92.30

PVI205+90.09

El ev=462.52

EXIST. 462.22

PROP. 462.75

EXIST. 462.79

PROP. 462.74

EXIST. 462.80

PROP. 462.69

EXIST. 462.71

PROP. 462.48

EXIST. 462.50

PROP. 462.28

EXIST. 462.27

PROP. 461.35

VIGUS RD EXIST. 462.04

PROP. 461.14

EXIST. 461.33

PROP. 461.00

EXIST. 461.34

PROP. 461.30

EXIST. 461.45

PROP. 460.83

PROP. 460.22

EXIST. 460.23

PROP. 459.60

EXIST. 459.60

PROP. 458.98

EXIST. 458.95

PROP. 458.36

EXIST. 458.31

EXIST. 460.84

204+00

1 . 5%

5% . 1

1 . 5% DRIVE

480

PROP. 464.07

0% 5.

El ev=462.76

PVI205+83.88

El ev=462.73

PVI205+43.72

El ev=462.27

PVI204+98.60

El ev=461.35

PVI204+80.36

5% . 1

% 1 3.

BRIDGE

0% 5.

6% . 1

PROP. 463.09

9% 0.

3. 9%

0.1%

0% . 1

EXIST. 463.38

1 . 5%

El ev=461.28

PVI204+75.55

El ev=460.98

PVI204+41.88

El ev=461.35

El ev=458.14

PVI204+16.76

SOUTH PROFILE AT BACK OF SIDEWALK

PVI203+12.99

MATCHLI NE C.L.STA 203+01.81

El ev=460.70

PVI5+48.93

4% 3.

4+00

203+00

3% . 1

5% 2.

EXIST. 456.18

440

BRIDGE

0.1%

EXIST. 455.54 PROP. 455.62

MATCHLI NE C.L. STA 3+97.59

450

(U.I.P.)

INSTALL NEW RIP RAP

12O130410

COMMITMENT FILE NO 18-226473-KEE EFFECTIVE DATE 04-23-2018

NORTH PROFILE AT BACK OF SIDEWALK

460

CONC WALL

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

480

470

T. S. C. L .

C OMMI T ME NTF I L ENO1 8 2 2 6 4 6 9 K E E

1 2"

UTILITY POLE

(U.I.P.)

TRA N SPO RTA TIO N

N/F

(U.I.P.)

12 "

CONC CURB

(U.I.P.) PARCEL 89 - N/F CITY OF MARYLAND HEIGHTS, MO

T. 636 537 5585

(U.I.P.) UTILITY POLE

(U.I.P.)

20 . 1 1 + PI206

90 (U.I.P.)

5' WIDE SIDEWALK B SOUTH SIDE L SIDEWALK PARCEL 85 - N/F

30 92. PI205+

POLE

0 0 + 7 0 2

CONC WALL

0 0 + 5 0 2

ROCK

(U.I.P.)

CONC WALL

L G RAV E

UTILITY

GUY WIRE

(U.I.P.)

T. S. C. L.

(U.I.P.)

2 0 8 + 0 0

CHAIN LINK FENCE

CO NC

0 0 + 6 20

72 43. PT 205+

(U.I.P.)

(A.T.G.)

STA 1 04+54 . 46 29. 5'W C . E.

CATV PULLBOX

2 0 4 + 0 0

ST ROW EXI

(U.I.P.)

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

° 7 9

ASPHALT

(A.T.G.)

(U.I.P.)

CONC CURB

MATCHLI NE C.L. STA 8+89.01

FL W 447.67

CONC CURB

37 93. PI207+

FL SE 447.53

0 0 + 5 0 1

1" '3 12

El ev=464.42

T 460.06

1 2" R CP

WATER SHEDS TO CREEK

(A.T.G.)

1 0 4 + 0 0

28 +92. STA 105 E. 0'W C. 19.

M AT C HL I NE

EX STM MH

GUARDRAIL

(T.B.R.&R)

0 0 + 6 0 1 12O4-033D

(U.I.P.)

10'

470 20'

PLAN AND PROFI LE SHEET 2 OF 15

T 461.42

(U.I.P.)

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

CURB INLET

(U.I.P.)

CONC WALL

PU BLIC W O RK S

FL SW 441.27

GUARDRAIL

(T.B.R.&R)

EX SAN MH

CONC CURB

(T.B.R.&R)

F. 636 537 0275

EX STM

CONC CURB (U.I.P.) 12O4-036S

GUARDRAIL

Chest er f i el d,M i ssour i63017

12O4-082D

FL NE 441.20

T 457.42

(A.T.G.)

AT&T

0 0 + 7

EX STM MH

C .L.

(U.I.P.)

PU LL BO AT X &T

AT&T

(U.I.P.)

CHAIN LINK FENCE

AT&T

SI G N

1/ 29/ 2021

(A.T.G.) GV (A.T.G.)

ST ROW EXI

CONSTRUCTI ON

(A.T.G.)

CONC WALL

. L C. S. T.

NOT FOR

PULL BOX

(U.I.P.)

PRELI MI NARY

TRAFFIC

12O4-034D

(U.I.P.)

440

(U.I.P.)

PULL BOX

36" RCP

450

CONC WALL

TRAFFIC

ESMT DE GAS WI 20'

08+00.00 C .L.STA 1

5 + 0 0

36" RCP

460

DE I W 0' 1

TELE JB

470

P RC

AT&T

(U.I.P.)X3

480

" 36

C SL

E PD

C.L. (TYP.)

(U.I.P.)

RESURFACI NG

B L NORTH SIDE SIDEWALK

64 33. 05+ PT 1

(U.I.P.)

36" RCP

(U.I.P.)

CREVE COEUR M I LL ROAD

36" R CP

CHAIN LINK FENCE

FL SW 439.08

DESCRI PTI ON

FL NE 438.08

C.L. (TYP.)

(A.T.G.)

(U.I.P.)

T 457.38

SL C PRI MUSSE

T. S. C. L .

12O & 12P

FL NE 450.95

REVI SI ONS

SCALE: 1" = 20'

EXI " ST ROW

FL W 442.42

APP.

SCALE IN FEET

MSD BASE MAP:

T 464.43

36" CONC FES FL 441.74

EX STM MH

AT& T

STA 103+ 00.0 0

CURB INLET

EFFECTIVE DATE 05-03-2018

P L

20MSD-00522

EX STM

NE M ATC HLI

5' WIDE SIDEWALK

MSD: 12O4-081D

COMMITMENT FILE NO 18-226426-KEE

28 92. 05+ PI1

6834D-21

OLD REPUBLIC NATIONAL TITLE INS CO

12O4-084D

T PERM ANEN

E-W GATEWAY TIP NO.

EFFECTIVE DATE 06-12-2018

STP 5526(646)

REV.DATE

COMMITMENT FILE NO 18-230937-KEE

2301 CREVE COEUR MILL RD

" 6 3

96 83. 06+ PI1

P.D.E.

OLD REPUBLIC NATIONAL TITLE INS CO

P C R

63 75. PI6+

PAVEMENT REMOVAL

PDE 2

2201 CREVE COEUR MILL RD

T.S.C.L.

AS TENANT 19293/5109 12O430123

SLC

12P620064

PROPOSED CONCRETE REPAIR

82 75. PT 5+

AFFIDAVIT 19399/892

19293/5094

BENEFICIARY DEED 10353/1250

P.R.W.E.

MT LEVEE ES

AND KEITH R. GOSEJOHAN

FEDERAL PROJECT NO.

LEASED TO FRED WEBER, INC PD

PC 4+ 50. 31

DIANE G. WOOD, GORDON A. GOSEJOHAN,

N/F IESI MO CHAMP LANDFILL LLC C SL

PROPOSED CONCRETE SIDEWALK

P.S.E.

AR-1563

N/F

PI208+ 20. 78

NEW R.O.W. OLIVER F.E. GOSEJOHAN, JEROME G.E. GOSEJOHAN,

N PROPOSED MILL AND OVERLAY

69 43. PI8+

COUNTY PROJECT NO.

DE I 10'W RO X T APP ESM ER SEW

LEGEND

460

DESIGNED:

TWC DRAWN:

450

TWC CHECKED:

STS SHEET SEQUENCE:

440

208+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\09_AR-1563_PNP.dgn

57 7. 1 0+ PI1

LEGEND 0

NEW R.O.W.

N/F

P.S.E.

19293/5094

SCALE: 1" = 20'

LEASED TO FRED WEBER, INC

FEDERAL PROJECT NO.

STP 5526(646)

PROPOSED CONCRETE SIDEWALK

SCALE IN FEET

IESI MO CHAMP LANDFILL LLC

AR-1563

PROPOSED MILL AND OVERLAY

COUNTY PROJECT NO.

E-W GATEWAY TIP NO.

P.R.W.E.

PROPOSED CONCRETE REPAIR

T.S.C.L.

PAVEMENT REMOVAL

6834D-21

AS TENANT 19293/5109

W/LIGHT

(U.I.P.)

87 6660/1555 & 2892/289(PAR 2)

OLD REPUBLIC NATIONAL TITLE INS CO EFFECTIVE DATE 04-03-2018

DE MSD ESMT WI 0' 1

OW D R ATE S C T A H G N V I HEI SMT AND E L Y TY MAR LI UTI OF TY CI

GUY WIRE

(U.I.P.)

. L C. S. T.

& T A

1 2"

ASPH

ROW TED ACA HTS V G I E N H T I ND ESM YLA TY MAR LI I PARCEL 81 - N/F T F U O TY CI FRED WEBER INC

FRED WEBER INC

17636/2732 12O130025

12O130447

2276 CREVE COEUR MILL RD

D T

ASPH

5' WIDE SIDEWALK

N/F FRED WEBER INC

GUY WIRE

(U.I.P.)

4222/220(PARCELS 1 & 3) 4812/265(PARCELS 1, 2 & 3) 6660/1555(NOTICE OF MERGER) 12O130456

2264 CREVE COEUR MILL RD

SMT T S E OLD REPUBLIC NATIONAL TITLE INS CO GA ESM E D TER WI COMMITMENT FILE NO 0 18-226470-KEE WA 1' E D WI EFFECTIVE DATE 04-03-2018 5' 1

0 0 3+ 1 2

D AT&TD AT&T-

212+00

6660/1555 & 2892/289(PAR 2)

2280 CREVE COEUR MILL RD

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226468-KEE

COMMITMENT FILE NO 18-226467-KEE

EFFECTIVE DATE 03-23-2018

EFFECTIVE DATE 04-03-2018

DATE:

1/29/2021

480

El ev=460.54

PVI13+25.00

10'

20'

0. 5%

1 . 4%

9+00

10+00

11+00

12+00

PROP. 461.01

PROP. 460.84

EXIST. 460.60

PROP. 460.67

EXIST. 460.43

PROP. 460.54

EXIST. 460.48

PROP. 460.57

EXIST. 460.76

9% 0.

0.0%

EXIST. 460.50

PROP. 460.61

EXIST. 460.54

PROP. 460.64

EXIST. 460.59

PROP. 460.79

EXIST. 460.77

PROP. 461.01

EXIST. 460.94

-0.2%

PROP. 461.23

EXIST. 461.16

PROP. 461.45

EXIST. 461.42

PROP. 461.66

EXIST. 461.68

PROP. 461.91

EXIST. 461.92

PROP. 462.19

EXIST. 462.18

PROP. 462.46

EXIST. 462.46

PROP. 462.74

EXIST. 462.75

PROP. 463.02

EXIST. 463.04

PROP. 463.29

EXIST. 463.33

PROP. 463.57

EXIST. 463.71

PROP. 463.85

EXIST. 463.91

PROP. 464.04

EXIST. 464.11

PROP. 464.15

EXIST. 464.22

PROP. 464.26

EXIST. 464.30

PROP. 464.36

EXIST. 464.39

PROP. 464.47

EXIST. 464.47

1 . 1 %

13+00

208+00

209+00

210+00

El ev=462.00

PVI212+81.57

El ev=462.13

PVI212+56.72

El ev=461.51

PVI211+36.14

El ev=461.00

PVI211+26.04

DRIVE

211+00

212+00

PROP. 462.01

EXIST. 462.09

PROP. 462.12

EXIST. 462.09

PROP. 462.05

EXIST. 461.99

PROP. 461.94

EXIST. 461.89

PROP. 461.84

EXIST. 461.76

PROP. 461.74

EXIST. 461.64

PROP. 461.63

EXIST. 461.55

PROP. 461.53

EXIST. 461.52

PROP. 460.91

EXIST. 460.98

PROP. 461.42

EXIST. 461.58

PROP. 462.11

EXIST. 462.11

PROP. 462.33

EXIST. 462.33

PROP. 462.15

DRIVE

EXIST. 462.32

PROP. 462.29

EXIST. 462.53

PROP. 462.74

EXIST. 463.09

PROP. 463.62

EXIST. 463.63

PROP. 463.87

EXIST. 463.87

PROP. 464.06

EXIST. 464.07

PROP. 464.06

EXIST. 464.11

PROP. 464.06

EXIST. 464.16

PROP. 464.06

EXIST. 464.20

PROP. 464.06

EXIST. 464.25

PROP. 464.07

EXIST. 464.28

PROP. 464.07

DRIVE

9% 0.

0. 5%

0.5%

0% 5%5. . 1

0. 8%

PROP. 462.17

5. 0% 1 . 5%

El ev=460.91

PVI211+20.00

El ev=461.16

El ev=461.24

PVI210+89.02

PVI210+83.67

El ev=461.92

PVI210+70.04

1 . 9%

EXIST. 462.17

0. 8%

El ev=462.21

PVI210+54.38

El ev=462.41

PVI210+29.65

7% 2.

EXIST. 460.91

1 . 8%

El ev=462.02

PVI210+15.02

El ev=462.59

PVI209+83.10

5. 0%

PROP. 461.07

1 . 3%

El ev=463.58

PVI209+63.21

El ev=464.06

PVI209+25.46

10'

-0.0%

460

450

440

14+00

SOUTH PROFILE AT BACK OF SIDEWALK

20'

470

MATCHLI NE C.L.STA 213+16.12

PVI13+15.00

PVI11+50.00

El ev=460.66

NORTH PROFILE AT BACK OF SIDEWALK

El ev=463.98

PVI9+90.38

PARCEL 86 - N/F

P L

480 El ev=464.48

W/LIGHT

ASPH

(U.I.P.)

AT&T

2" 1

P. S. E.

D AT&T-

P L

COMMITMENT FILE NO 18-226471-KEE

C.L. (TYP.)

1 2"

UTILITY POLE

CONC

PVI12+52.72

P L

12O130438 2272 CREVE COEUR MILL RD

(U.I.P.)

P L

N/F FRED WEBER INC

2 1 1 + 0 0

GUY WIRE

1 2"

PI209+ 88. 1 0

B L SOUTH SIDE SIDEWALK

CONC SI DEWAL K

AT&TD

PC 21 1 + 74. 08

2 1 0 + 0 0 CONC

STA 110+94.44 32.0'W C.E.

SBC PULLBOX

CONC

CATV JB

ST ROW EXI

480

470

5% . 1

PLAN AND PROFI LE SHEET 3 OF 15

AT&TD SBC

El ev=461.77

SBC

+83.25 STA 112 C .E. 34 .75'W

PI20 8+ 20. 78

2 0 9 + 0 0

CONC SI DEWAL K

1/ 29/ 2021

W/RISER

(U.I.P.)

CONSTRUCTI ON

00 . 71 3+ PI1

7 1 38. 3+ PI1

UTILITY POLE

CONC CURB

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

(A.T.G.)

(U.I.P.)

FL NW 457.43 UTILITY POLE

CONC CURB

PEDESTAL

EXIST ROW

T. S. C. L .

PVI8+99.17

TELEPHONE

CURB INLET T 461.75

El ev=460.54

AT&TD

MATCHLI NE C.L. STA 8+89.01

CONC

112+00 12O4-080D EX STM

EFFECTIVE DATE 04-23-2018

MATCHLI NE C.L.STA 208+01.30

1 1 1 + 0 0

EXI ST ROW

OLD REPUBLIC NATIONAL TITLE INS CO

440

32" 90°08'

PU BLIC W O RK S

(U.I.P.)

COMMITMENT FILE NO 18-226472-KEE

450

(A.T.G.)

NOT FOR

UTILITY POLE

12O130410

460

FL SW 453.95

PRELI MI NARY

STA 109+91.42 27.0'W C.E.

1 1 0 + 0 0

440

FL NE 454.05

F. 636 537 0275

12" RC P

1 0 9 + 0 0

CONC SI DEWAL K

T 460.15

TRA N SPO RTA TIO N

(U.I.P.)

DBL CURB INLET

Chest er f i el d,M i ssour i63017

CREVE COEUR MI LL RD

EX STM

T. 636 537 5585

(A.T.G.) CONC

12O4-076D

PC 1 1 1 + 63. 63

FL SW 453.17

12402 CREVE COEUR MILL RD

470

REPLACE INLET TOP

FL SE 455.61

(TRACT 1 IN SLC EXCESS ACQ 7892/267)

480

(U.I.P.)

FL NE 453.23

18135/1034

450

CONC CURB

T 461.61

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

CURB INLET

CITY OF MARYLAND HEIGHTS, MO

460

0AT&T 0 + 3 1

AT&T

EX STM

RESURFACI NG

12O4-079D

ST ROW EXI

36" RCP

1 2 + 0 0

DESCRI PTI ON

36" RCP

K DEWAL I CONC S P 27" RC

CREVE COEUR M I LL ROAD

AT&T

CONC SI DEWAL K

REVI SI ONS

36" RCP

1 1 + 0 0

APP.

CONC SI DEWAL K

10+00

AT&T

P.S.E.

MATCHLI NE C.L. STA 13+83.60

9+00 36" RCP

12O & 12P

REV.DATE

EXI ST ROW

N/F

470

. L C. S. T.

T.S.C.L.

MSD BASE MAP:

GUY POLE

20MSD-00522

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

5' WIDE SIDEWALK

C.L. (TYP.)

T.S.C.L.

RELOCATE SIGN

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

(U.I.P.)

7 1 26. 3+ PI1

EFFECTIVE DATE 05-03-2018

93 6. 1 3+ PI1

B L NORTH SIDE SIDEWALK

UTILITY POLE

92 04. 3+ PT 1

COMMITMENT FILE NO 18-226426-KEE

PC 1 2+ 52. 76

OLD REPUBLIC NATIONAL TITLE INS CO

P.D.E.

PI1 1 + 65. 29

(U.I.P.)

PI1 1 + 53. 26

GUY WIRE

42 48. + 1 PI1

PI1 1 + 36. 40

2301 CREVE COEUR MILL RD

84 87. 3+ PI1

01 83. 3+ PI1

MSD:

12O430123

460

DESIGNED:

TWC DRAWN:

450

TWC CHECKED:

STS SHEET SEQUENCE:

440

213+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\10_AR-1563_PNP.dgn

ST ROW EXI

(U.I.P.)

ST ROW EXI

(A.T.G.)

. L C. S. T.

MUE C PRI SL

CHAIN LINK FENCE GUY WIRE

(U.I.P.)

GUY WIRE

SHRUB LINE

(U.I.P.)

AREA INLET T 460.88 FULL OF DEBRIS TOP OF DEBRIS 456.98 BOTTOM 456.48

(U.I.P.)

490

T 474.18

(U.I.P.)

FL NW 469.54

(U.I.P.) FRED WEBER INC

6660/1555(NOTICE OF MERGER)

7442/2157

W/LIGHT

(U.I.P.)

12O130456

12O140631

2280 CREVE COEUR MILL RD

2320 CREVE COEUR MILL RD

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226467-KEE

COMMITMENT FILE NO 18-226466-KEE

EFFECTIVE DATE 04-03-2018

EFFECTIVE DATE 02-27-2018

213+00

PVI18+62.89

El ev=469.89

PVI17+78.94

El ev=468.18

PVI17+36.42

El ev=466.74

PVI16+96.17

El ev=466.49

PVI16+80.00

El ev=465.99

17+00

EXIST. 474.39

PROP. 472.76

EXIST. 473.06

PROP. 471.82

EXIST. 472.11

PROP. 470.88

EXIST. 471.21

PROP. 469.94

EXIST. 470.27

PROP. 469.13

EXIST. 469.29

EXIST. 468.38

PROP. 467.59

EXIST. 467.85

PROP. 466.88

EXIST. 467.98

PROP. 466.49

EXIST. 466.85

PROP. 466.12

EXIST. 466.07

PROP. 465.39

EXIST. 465.33

PROP. 464.46

EXIST. 464.44

PVI16+52.90

El ev=464.41

PVI16+19.00

El ev=464.30

PVI16+14.17

El ev=464.27

PVI16+11.66 PROP. 464.01

16+00

PROP. 463.75

460

450

18+00

19+00

10'

20'

PVI216+74.70

El ev=467.08

PVI216+43.14

El ev=465.47

PVI215+72.60

El ev=464.36

PVI215+50.38

El ev=464.33

PVI215+48.52

El ev=463.74

PVI214+94.90

El ev=463.87

PVI214+85.82

El ev=464.44

PVI214+74.51

El ev=464.17

PVI214+02.93

El ev=462.87

El ev=468.10

EXIST. 463.68

EXIST. 464.00

PROP. 463.65

EXIST. 463.80

PROP. 463.83

EXIST. 463.88

PROP. 463.60

EXIST. 463.60

El ev=463.62

PVI15+83.00

El ev=463.87

PVI15+55.84

El ev=463.37

PVI15+26.20 PROP. 463.03

EXIST. 463.05

PROP. 461.95

EXIST. 461.95

PROP. 461.71

EXIST. 461.65

PROP. 461.52

El ev=461.95

PVI15+00.00

El ev=461.65

PVI14+75.19

El ev=461.44

PROP. 463.38

EXIST. 463.24

6% 3.

6% . 1

470

SOUTH PROFILE AT BACK OF SIDEWALK

7% 4. 2% 3.

214+00

216+00

217+00

PROP. 474.85

EXIST. 474.58

PROP. 473.85

EXIST. 473.59

PROP. 472.85

EXIST. 472.60

PROP. 471.85

EXIST. 471.60

PROP. 470.85

EXIST. 470.61

PROP. 469.85

EXIST. 469.69

PROP. 469.02

EXIST. 468.97

PROP. 468.34

EXIST. 468.27

PROP. 467.66

EXIST. 467.63

PROP. 467.01

EXIST. 467.01

PROP. 466.55

EXIST. 466.59

PROP. 466.10

EXIST. 466.17

PROP. 465.64

EXIST. 465.68

PROP. 464.84

PROP. 464.24

EXIST. 464.22

PROP. 464.02

EXIST. 464.01

PROP. 463.79

215+00

0% 5. EXIST. 465.12

5% . 1

% 1 . 1 EXIST. 463.79

PROP. 464.16

EXIST. 464.51

PROP. 464.38

EXIST. 464.46

PROP. 464.31

EXIST. 464.46

PROP. 464.24

EXIST. 464.32

PROP. 464.12

8% . 1

5. 0%1 . 5%

0.4% EXIST. 464.15

450

20'

480

3% 2. EXIST. 462.96

8% 5%3. . 1

460

PROP. 463.01

EXIST. 462.96

EXIST. 462.42

PROP. 462.40 El ev=462.36 PVI213+32.57

470

El ev=462.33 PVI213+19.03

480

15+00

6% 4.

3% . 1

10'

0% 4.

DRIVE

PVI213+16.78

MATCHLI NE C.L.STA 213+16.12

14+00

490

4% 5.

2% . 1

8% 0.

EXIST. 461.60

El ev=461.35 PVI14+49.73

El ev=460.89

PVI14+44.37

PROP. 461.21

6% . 2% 1 3.

EXIST. 461.15

PVI14+30.00

El ev=461.32

PVI14+16.50

EXIST. 461.12

450

PROP. 461.18

EXIST. 461.00

3. 2%

3% 2.

0. 9%

1/29/2021

7% 4.

PROP. 468.33

MATCHLI NE C.L. STA 13+83.60

QUARRY ENTRANCE

9% . 1

DATE:

490

NORTH PROFILE AT BACK OF SIDEWALK

7% . 1

CHAIN LINK FENCE

N/F

4812/265(PARCELS 1, 2 & 3) UTILITY POLE

(A.T.G.)

B L SOUTH SIDE SIDEWALK

FRED WEBER INC

25' W

(U.I.P.)

GUY WIRE

DBL CURB INLET

CHAIN LINK FENCE

4222/220(PARCELS 1 & 3)

ESM T

EX STM

C.L. (TYP.)

RAI L

12O4-078D

EX STM

(U.I.P.)

N/F

CHAIN LINK FENCE

PI21 4+ 57. 03

(U.I.P.)

26 5. +9 .E. C 114 A W ST 5' .2 53

PT 21 4+ 1 5. 64

CHAIN LINK FENCE

(U.I.P.)

12O4-071D SHRUB LINE

(U.I.P.)

P L

0 0 + 5 1 2

0 0 + 8 1 2

0 0 + 7 1 2

SERVICE LINE

E. S. P.

0 0 + 6 1 2

E. S. P.

1/ 29/ 2021

(U.I.P.)FH

EXI ST ROW

490

480

PLAN AND PROFI LE SHEET 4 OF 15

W/LIGHT (U.I.P.)

CONSTRUCTI ON

UTILITY POLE

(A.T.G.)

EXIST ROW

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

(U.I.P.)

PULLBOX?

(U.I.P.)

(A.T.G.)

UTILITY POLE

GUY WIRE

CONCRETE WALL

GAS SHUT OFF 6"

PU BLIC W O RK S

M ATC

(U.I.P.) 12"

12"

FL NW 463.45

UTILITY POLE W/LIGHT

(U.I.P.)

12"

(A.T.G.)

5' WIDE SIDEWALK

(U.I.P.)

W/RISER

MATCHLI NE C.L. STA 18+79.32

W/LIGHT

(U.I.P.)

NOT FOR

12"

PI1 8+ 84. 49

UTILITY POLE

T 466.78

12"

39 72. 8+ PI1

0 0 + 7 1 1

(A.T.G.)

DBL CURB INLET

T. S. C. L .

460

FL SW 459.77

12O4-075D

GUY WIRE

470

FL SE 462.77

EX STM

2 1 4 + 0 0

480

FL NE 459.83

12" RCP

0 0 + 6 1 1

EXIST. RAILROAD (U.I.P.)

0 0 + 5 1 1

2" 1

43 63. 8+ PI1

T 466.77

76°41 ' 24"

(U.I.P.)

CURB INLET

(U.I.P.)

1 1 4 + 0 0

(A.T.G.)

GAS VALVE

EX STM

CONC

FL SW 466.53

F. 636 537 0275

(A.T.G.)

12O4-074D

(A.T.G.) 5' WIDE SIDEWALK

FL SE 467.84 6"

TRA N SPO RTA TIO N

FL SW 457.99

FL NE 466.60 6"

CREVE CO EUR MI LL RD

FL NE 458.1 (27" RCP)

T 473.99

PULLBOX?

'4 0 5

(A.T.G.)

FL NE 457.90 (12" RCP)

DBL CURB INLET

12" RC P

FL SW 455.48

T 463.55

INTEGRAL CURB ° 3

FL SE 455.40

EX STM MH

EX STM

T. 636 537 5585

FL NE 455.28 (27" RCP)

(A.T.G.) 7

34 67. 4+ 1 PT 1

12O4-073D

STA 16+60 BEGIN TYPE 'A'

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

T 460.69

GUY WIRE

12O4-072D

RESURFACI NG

CURB INLET

LINE SERVICE

EXIST ROW

0 0 + 8 1

24" RCP

1 7 + 0 0

Chest er f i el d,M i ssour i63017

27" RCP 1 6 + 0 0

24" RCP

CREVE COEUR M I LL ROAD

" 12

FL NE 455.42 (12" RCP)

MUE C PRI SL

PRELI MI NARY

NE CE LI SERVI

C.L. (TYP.)

DESCRI PTI ON

(U.I.P.)

12O & 12P

REVI SI ONS

E. W. R. P.

(U.I.P.)

PO ST

P C R

WM DRI V EWA Y DRA I N

G A TE

(U.I.P.)

MSD BASE MAP:

P.S.E.

(A.T.G.)

EX STM

GUY WIRE

NEW 18" RETAINING WALL

B L NORTH SIDE SIDEWALK

20MSD-00522

REV.DATE

24" RCP

G A TE

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

1 4 + 0 0 12O4-077D

(U.I.P.) WV

1 5 + 0 0 WV

(U.I.P.)

(U.I.P.) 27" RCP

(U.I.P.)

EXIST. 475.21

PO ST

CHAIN LINK FENCE

MSD:

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

PO ST

PAVEMENT REMOVAL

6834D-21

MATCHLI NE C.L.STA 218+23.13

G A TE

(U.I.P.)

G A TE

FL4 6 2 . 9 2

(U.I.P.)

48" CHAIN LINK CONC

(U.I.P.)

CONC

T.S.C.L.

E-W GATEWAY TIP NO.

El ev=473.83

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

SCALE: 1" = 20'

PI1 7+ 09. 38

PROPOSED CONCRETE REPAIR

6' WIDE SIDEWALK

AR-1563 STP 5526(646)

P.D.E.

28 97. 6+ PI1

(U.I.P.)

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

PI1 6+ 87. 88

(U.I.P.)

PO ST

(U.I.P.)

PI1 6+ 21 . 03

G A TE

PI1 5+ 83. 04

EFFECTIVE DATE 05-03-2018

06 64. 6+ PI1

STA 113+92 .99 47.5'W C.E.

COMMITMENT FILE NO 18-226426-KEE

COUNTY PROJECT NO.

FEDERAL PROJECT NO.

P.R.W.E.

UTILITY POLE W/RISER

PROP. 473.69

ASPH

(U.I.P.)

OLD REPUBLIC NATIONAL TITLE INS CO

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

DRI V EWA Y DRA I N

FL SW 459.85

2301 CREVE COEUR MILL RD

STA 115+ 35. 07. 7 5' 46 W C .E .

P RC T. 2" S. 1 C.

12O430123

STA 16+80 BEGIN RETAINING WALL

NE C.L.STA 118+00.00 MATC HLI

(U.I.P.)

12" RCP

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

LINK

PCC1 4+ 30. 1 1

48" CHAIN

FL NE 460.09

PI1 5+ 55. 88

CNA

(U.I.P.)

T 464.30

STA 114 +4 8 29. 75' .14 W C .E .

T 462.14

AS TENANT 19293/5109

SCALE IN FEET

P.S.E.

LINE SERVICE

PT 1 4+ 44. 37

PC 1 3+ 99. 85

PI1 3+ 87. 84

PI1 3+ 83. 01

EX STM CURB INLET

CURB INLET

39 . 51 8+ PI1

EX STM

LEASED TO FRED WEBER, INC

PROPOSED CONCRETE SIDEWALK

35 43. 7+ PI1

19293/5094

25' W

IESI MO CHAMP LANDFILL LLC

PROPOSED MILL AND OVERLAY

NEW R.O.W.

66 89. 7+ PI1

N/F

LEGEND

APP.

RAI L E SM T

470 DESIGNED:

TWC DRAWN:

TWC

460 CHECKED:

STS SHEET SEQUENCE:

450

218+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\11_AR-1563_PNP.dgn

C.L. (TYP.) TRAFFIC PULL BOX 8"

(U.I.P.)

(T.B.R.)

FL NW 477.44

(A.T.G.) CHAIN LINK FENCE

(U.I.P.)

UTILITY POLE

(U.I.P.)

W/RISER

(U.I.P.)

W/LIGHT SHRUB LINE

EXI ST ROW

(U.I.P.)

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

2 2 3+ 0 0

SIGN

(U.I.P.) GUY WIRE

CHAIN LINK FENCE

(U.I.P.)

UTILITY POLE

(U.I.P.)

INE ICE L SERV

PRELI MI NARY

(U.I.P.)

UTILITY POLE

SHRUB LINE

SHRUB

CONC. WALL

+36.91 STA 118 C .E. 34 .0'W

(U.I.P.)

B L SOUTH SIDE SIDEWALK

12"

UTILITY POLE

P L

(U.I.P.)

T 483.39

06 03. PC 220+

(U.I.P.)

SHRUB LINE

01 8. 1 + 1 2 2

DBL CURB INLET

0 0 + 9 1 2

T. S. C. L.

EX STM

CONC. WALL

PULL BOX TRAFFIC

(U.I.P.)

12O1-024D

(U.I.P.)

E. S. P.

2 2 2 + 0 0

(U.I.P.)

PT 221 + 08. 61

0 0 + 0 2 2

SI G AM N E RE N

12"

CONC. WALL

SHRUB LINE

TRAFFIC PULL BOX

(A.T.G.)

PI221 + 1 3. 20

(U.I.P.)

SHRUB LINE

FL NW 488.95

(A.T.G.)

221+00

. L C. S. T.

(T.B.R.&R.)

(U.I.P.)

DBL CURB INLET

(A.T.G.)

WV (U.I.P.)

CHAIN LINK FENCE

EX STM

N/F

FRED WEBER INC

P L

EXIST ROW

(U.I.P.)

EXIST SIGN

FL SW 488.13

(A.T.G.)

12O1-022D

12"

2" 1

FL SE 488.30

T 494.04

2" 1

(U.I.P.)

1 2 2 + 0 0

2" 1

PT 221 + 81 . 03

13 '3 9 "

INE ICE L SERV

(A.T.G.)

5' WIDE SIDEWALK

(A.T.G.)

(T.B.R.&R.)

FL NE 488.30

1 2 1 + 0 0

(U.I.P.)

UTILITY POLE

DBL CURB INLET MAILBOX T 493.67

PT 1 21 + 64. 1 7

(U.I.P.)

EXIST.

EX STM

6' WIDE SIDEWALK

12" RC P

CONC.

0 0 + 0 2 1

12O1-021D

CREVE CO EUR MI LL RD

(A.T.G.)

° 0 9

FL SW 483.34

12" RC P

(A.T.G.)

0 0 + 9 1 1

FL NE 483.63

" 2 '0 5 0

N/F

7442/2157

N/F

FRED WEBER INC

7809/1141

12O140631

12258/1024

2320 CREVE COEUR MILL RD

12O140118

12O140127

2358 CREVE COEUR MILL RD

2366 CREVE COEUR MILL RD

COMMITMENT FILE NO 18-226466-KEE

UTILITY POLE

NO TITLE COMMITMENT

5% . 1

2% 4.

10'

5% . 1 20'

220+00

221+00

222+00

PROP. 496.22

EXIST. 496.23

PROP. 495.39

EXIST. 495.38

PROP. 494.57

EXIST. 494.46

PROP. 493.74

EXIST. 493.64

PROP. 492.92

EXIST. 492.79

PROP. 492.06

EXIST. 491.87

PROP. 491.11

EXIST. 490.98

PROP. 490.16

EXIST. 490.18

PROP. 489.21

EXIST. 489.30

PROP. 488.26

EXIST. 488.15

PROP. 487.31

EXIST. 487.31

PROP. 486.87

EXIST. 486.40

PROP. 486.03

EXIST. 485.50

PROP. 485.19

EXIST. 484.60

PROP. 484.35

EXIST. 484.15

PROP. 483.50

EXIST. 483.15

PROP. 482.66

EXIST. 482.58

PROP. 481.82

EXIST. 482.01

PROP. 480.98

EXIST. 481.03

PROP. 480.14

EXIST. 479.91

PROP. 478.91

EXIST. 478.76

PROP. 477.57

EXIST. 477.20

PROP. 476.69

EXIST. 476.54

PROP. 475.81

DRIVE

219+00

T. 636 537 5585

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

TRA N SPO RTA TIO N

PROP. 496.56

490

480

470

500

490

CREVE COEUR M I LL ROAD

5% . 1

MATCHLI NE C.L.STA 223+15.73

7% 4.

2% 4.

4% 4.

EXIST. 496.71

PROP. 495.07

EXIST. 495.32

PROP. 494.26

EXIST. 494.25

PROP. 493.95

EXIST. 494.11

PROP. 493.32

EXIST. 493.55

PROP. 492.68

EXIST. 492.79

% 1 4.

DRIVE

0% 8.

500

24+00

El ev=492.31

23+00

El ev=487.10

PVI220+95.68

El ev=486.87

PVI220+79.93

El ev=482.58

PVI219+78.02

El ev=480.11

El ev=480.03 PVI219+19.21

PVI219+14.00

El ev=477.63

El ev=477.57 PVI218+84.00

PVI218+80.00

El ev=475.77

PVI218+39.23

PVI218+34.83

El ev=475.71

5% . 1

PROP. 491.79

EXIST. 491.29

PROP. 491.01

EXIST. 490.62

PROP. 490.22

EXIST. 490.00

PROP. 489.43

22+00 PVI222+05.22

21+00

EXIST. 489.32

PROP. 488.96

EXIST. 488.96

PROP. 488.47

EXIST. 488.36

PROP. 487.29

EXIST. 487.27

PROP. 486.31

EXIST. 486.12

PROP. 485.17

EXIST. 485.26

PROP. 484.04

EXIST. 484.13

PROP. 483.68

EXIST. 483.79

PROP. 482.68

EXIST. 482.70

PROP. 481.68

EXIST. 481.61

PROP. 480.68

EXIST. 480.56

PROP. 479.68

EXIST. 479.55

PROP. 478.68

EXIST. 478.55

20+00

510

MATCHLI NE C.L. STA 23+86.36

El ev=496.89

PVI23+84.09

El ev=495.10

PVI23+61.68

El ev=495.01

PVI23+56.17

El ev=494.02

PVI23+26.45

El ev=492.57

PVI22+76.48

El ev=491.82

PVI22+60.66

El ev=489.41

PVI21+99.55

El ev=488.89

El ev=488.97

PVI21+87.30

PVI21+79.51

El ev=488.48

PVI21+60.76

El ev=488.38

PVI21+53.64

El ev=487.10

PVI21+37.65

El ev=487.02

El ev=483.89

PVI20+77.42

PVI21+32.65

DRIVE

SOUTH PROFILE AT BACK OF SIDEWALK

EXIST. 475.73

460

MATCHLI NE C.L.STA 218+23.13

470

El ev=483.90

PVI20+64.26

PROP. 476.68

EXIST. 477.01

PROP. 475.68

0% 5.

PROP. 474.85

480

DRIVE

2% 1 . 0%4.

7% 5.

19+00

490

0% 5% 8. . 1

0% 8.

-0.0%

470

500

5% . 1

6% 2.

5% . 1

7% 4.

1 . 5%

2% 3.

8% 4.

1/29/2021

9% 3.

DRIVE

20'

PROP. 477.68

480

10'

DATE:

PROVIDED

NORTH PROFILE AT BACK OF SIDEWALK

EXIST. 477.84

490

PROP. 474.68

500

MATCHLI NE C.L. STA 18+79.32

510

EXIST. 475.98

PROVIDED

PVI23+34.94

EFFECTIVE DATE 02-27-2018

El ev=494.15

OLD REPUBLIC NATIONAL TITLE INS CO

1/ 29/ 2021

'4 9 2

FL SE 477.15

(TYP.)

GRATE INLET

EXI ST ROW

DCI 3

EX STM T 488.89

FL SW 476.97

NEW TYPE 'S' CURB

2 3+ 0 0AT&T 12O1-023D

FL NE 476.96 (24" RCP)

(U.I.P.)

AT&T

6' WIDE SIDEWALK

12O & 12P

P. S. E.

PLAN AND PROFI LE SHEET 5 OF 15

FL NE 482.23 (6" PVC)

6' WIDE SIDEWALK

MSD BASE MAP:

CONSTRUCTI ON

0 0 + 9 1

ASPH

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

EX STM T 483.68

CONC. WALL

EFFECTIVE DATE 05-03-2018

20MSD-00522

PU BLIC W O RK S

12O1-025D GRATE INLET

CONC.

COMMITMENT FILE NO 18-226428-KEE

T. S. C. L .

MSD:

NOT FOR

SER VICE LINE

0 0 + 1 2

0 0 + 0 2

2 2 + 0 0

AT&T

CONC. WALL

AT&T

MUE C PRI SL

OLD REPUBLIC NATIONAL TITLE INS CO

F. 636 537 0275

EXIST ROW AT&T

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

2369 CREVE COEUR MILL RD

6834D-21

Chest er f i el d,M i ssour i63017

EFFECTIVE DATE 05-03-2018

12O420232

RESURFACI NG

COMMITMENT FILE NO 18-226427-KEE

24" RCP

E. S. P. CP 24" R

P.D.E.

C.L. (TYP.)

E-W GATEWAY TIP NO.

DESCRI PTI ON

OLD REPUBLIC NATIONAL TITLE INS CO

(U.I.P.)

AS TENANT 19293/5109

STP 5526(646)

SCALE: 1" = 20'

REVI SI ONS

GI 2

LEASED TO FRED WEBER, INC

24" R CP

(U.I.P.)

MUE C PRI SL

PULL BOX

P L

2355 CREVE COEUR MILL RD

C V P

CONC. WALL

NEW 8" CURB

TRAFFIC

12O420184

ASPH

19293/5094

APP.

(U.I.P.)

FEDERAL PROJECT NO.

SCALE IN FEET

IESI MO CHAMP LANDFILL LLC

(U.I.P.)

AS TENANT 19293/5109 CONC. WALL

AR-1563

REV.DATE

UTILITY POLE

EFFECTIVE DATE 05-03-2018

LEASED TO FRED WEBER, INC

COUNTY PROJECT NO.

B L NORTH SIDE SIDEWALK

CONC.

(U.I.P.) CONC. WALL

A 123+ 00.00

COMMITMENT FILE NO 18-226426-KEE

19293/5094

M ATC H LI NE C .L .ST

GI 1

(U.I.P.)

N/F

STA 122+6 0.22 19.0'W C .E.

P.D.E.

IESI MO CHAMP LANDFILL LLC

CHAIN LINK FENCE

PI22+ 60. 66

(U.I.P.)

OLD REPUBLIC NATIONAL TITLE INS CO

P.R.W.E.

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

(U.I.P.) CONC. WALL

UTILITY POLE

N/F

PC 1 22+ 67. 1 7

PAVEMENT REMOVAL

(U.I.P.)

FENCE

(U.I.P.)

STA 121+4 5. 57 50.25'W C.E.

2301 CREVE COEUR MILL RD

GUY WIRE

CONC. WALL

92 79. 9+ 1 PC 1

P.D.E.

12O430123

9 0 °

T.S.C.L.

AS TENANT 19293/5109

PROPOSED CONCRETE REPAIR

PI1 8+ 84. 49

39 72. 8+ PI1

P.R.W.E.

LEASED TO FRED WEBER, INC

CHAIN LINK

PT 22+ 03. 72

PROPOSED CONCRETE SIDEWALK

P.S.E.

STA 120 +15 33. .32 75' W C .E .

19293/5094

10'W I DE

IESI MO CHAMP LANDFILL LLC

T.S .C . L.

N/F

02 0. 1 PI20+

NEW R.O.W.

28 59. PC 20+

PROPOSED MILL AND OVERLAY

P L

SERVI CE LI NE

LEGEND

ESM T

UTILITY POLE

480 DESIGNED:

TWC DRAWN:

TWC

470 CHECKED:

STS SHEET SEQUENCE:

460

223+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\12_AR-1563_PNP.dgn

12O1-020D

P L

N/F

EX STM

IESI MO CHAMP LANDFILL LLC 19293/5094

72 HAMIDEH KHATAL AZAR

11165/1852

19981/1577

8265/552

13892/592

20542/3416

ROW

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226463-KEE

COMMITMENT FILE NO 18-226462-KEE

COMMITMENT FILE NO 18-226461-KEE

EFFECTIVE DATE 02-27-2018

EFFECTIVE DATE 03-16-2018

EFFECTIVE DATE 02-27-2018

EXIST. 508.87

8% 4.

5% . 1

5% 0.5% 0% 4. 4.

5% . 1 0% 8. 5% . 1

4% 7.

9% 2.

PVI228+11.62

PVI228+06.62

ELEV=518.55

ELEV=51 8.48 PVI 227+84. 65

PVI227+79.65

ELEV=516.70

ELEV=51 6.62 PVI 227+55. 69

PVI227+50.69

ELEV=516.02

ELEV=51 5.94 PVI 227+37. 16

PVI227+32.16

ELEV=514.99

ELEV=51 4. 91 PVI 227+15. 98

PVI227+10.98

ELEV=513.74

ELEV=51 3. 65 PVI 226+89. 40

PVI226+83.82

ELEV=512.72

ELEV=51 2.65 PVI 226+72. 21

PVI226+67.21

ELEV=510.58

PVI226+43.60

3% 3.

5% 5.

5% . 5%1 5%4. . 9% 1 5% 5. . 1

5% . 1

DRIVE

5% . 1 ROSE ACRES DR DRIVE

DRIVE

224+00

225+00

226+00

227+00

PROP. 519.00

EXIST. 518.94

PROP. 518.48

EXIST. 518.28

PROP. 517.02

EXIST. 517.14

PROP. 516.14

EXIST. 516.09

PROP. 515.23

EXIST. 514.83

PROP. 514.31

EXIST. 513.74

PROP. 513.35

EXIST. 512.94

PROP. 512.41

EXIST. 512.06

PROP. 511.69

EXIST. 511.30

PROP. 510.74

EXIST. 510.35

PROP. 509.58

EXIST. 509.46

PROP. 508.08

EXIST. 508.49

EXIST. 507.57

PROP. 506.46

EXIST. 506.48

PROP. 505.84

EXIST. 505.57

PROP. 505.02

EXIST. 505.02

PROP. 504.12

EXIST. 504.09

PROP. 502.74

EXIST. 502.74

PROP. 501.97

EXIST. 501.61

PROP. 501.07

EXIST. 501.22

PROP. 499.64

EXIST. 499.92

PROP. 499.54

EXIST. 499.56

PROP. 498.47

EXIST. 498.71

PROP. 497.35

EXIST. 497.45

PROP. 496.96

DRIVE

520

510

PLAN AND PROFI LE SHEET 6 OF 15

5% . 1

27+00

480

MATCHLI NE C.L.STA 228+14.10

0% 8.

5% . 1

% 1 4.

7% 4.

0% 8.

ELEV=51 0. 50 PVI 226+1 6. 53

El ev=506.47

PVI225+41.08

El ev=506.44

PVI225+36.75

El ev=506.38

PVI225+32.60

El ev=506.05

PVI225+25.33

El ev=505.58

PVI225+13.44

El ev=505.08

PVI225+01.32

El ev=504.14

El ev=504.06 PVI224+81.51

PVI224+76.51

El ev=502.16

PVI224+52.77

El ev=501.94

PVI224+37.87

El ev=501.81

PVI224+29.24

El ev=499.65

PVI224+02.27

PVI223+73.01

El ev=499.51

0.5%

0% 8.

5% . 1

0% 8.

5% . 1

500

490

PVI226+11.53

PROP. 508.89

20'

PVI225+75.81

26+00

10'

PROP. 507.83

EXIST. 507.36

PROP. 506.80

EXIST. 506.47

PROP. 505.45

EXIST. 505.54

PROP. 504.58

EXIST. 504.57

PROP. 503.58

EXIST. 503.57

25+00

510

Elev=509.30

ELEV=508.10

PVI26+28.34

5% . 1

EXIST. 508.28

0% 8.

8% 5% 4. . 1

Chest er f i el d,M i ssour i63017

Elev=508.57 PVI 26+48.36

0% 5% 8. . 1

0% 5.

1/29/2021

PVI 26+33.33

ELEV=508. 01 PVI 225+81.53

Elev=505.39

DATE:

520

El ev=508.50

PVI 25+76.34

El ev=506.94

Elev=505.45

PVI26+08.82

PVI 25+80.17

El ev=506.75

PVI25+96.41

El ev=503.30

PVI25+34.39

El ev=503.04

12O420041 2426 CREVE COEUR MILL RD

NORTH PROFILE AT BACK OF SIDEWALK

PROP. 503.08

EXIST. 502.57

PROP. 502.23

EXIST. 501.56

PROP. 501.27

EXIST. 500.52

PROP. 500.32

EXIST. 499.56

PROP. 499.37

EXIST. 499.07

PROP. 498.42

12O420030 2418 CREVE COEUR MILL RD

TRA N SPO RTA TIO N

EFFECTIVE DATE 03-21-2018

12O420021 2410 CREVE COEUR MILL RD

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

EFFECTIVE DATE 02-27-2018

N/F

RESURFACI NG

OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226464-KEE

ST EXI

OLD REPUBLIC NATIONAL TITLE INS CO

UT I LI W /R TY I SE PO LE R

ST EXI

12O420012 2382 CREVE COEUR MILL RD

ROW

TE L E J B

12O140136

PVI25+17.10

R OSE

LOUIS E VILLEDA

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

P L

N/F

PU BLIC W O RK S

PC 1 27+ 22. 98

1/ 29/ 2021

(U.I.P.)

CONSTRUCTI ON

BLOCK WALL

(U.I.P.)

NOT FOR

WOOD TIEWALL

PRELI MI NARY

STA 127+79.86 19.0'W R.E.

(A.T.G.)

PI227+ 56. 85

92 93. PI225+

91 88. PI225+

ASPH

PEDESTAL

(A MARRIED PERSON)

2374 CREVE COEUR MILL RD

El ev=497.53

El ev=497.45 PVI223+48.27

PVI223+43.27

El ev=497.10

PVI223+32.22

El ev=496.93

PVI223+17.05

TELEPHONE

C.L. (TYP.)

0 0 + 8 2 2

N/F

DRIVE

5% . 2%1 3.

(U.I.P.)

(RELOC.)

P.S.E.

+ R 30 .E . . 03

PI1 25+ 41 . 79

PI225+ 25. 31

83 0. 1 PI225+

A CR ES D R

P L

(U.I.P.)

CONC

FRED WEBER INC

COMMITMENT FILE NO 18-226465-KEE

EXIST. 498.29

WATER SPIGOT

MAILBOX

CONC

2 2 7 + 0 0

N/F

5% . 1

PROP. 497.47

ASPH

(U.I.P.)

PAUL & BRENDA M DYDO

5% . 1

EXIST. 497.42

B L SOUTH SIDE SIDEWALK

(A.T.G.) EXIST ROW

S 10 TA .0 ' 12 W 7

0 2 '1 3 " °

16 '0 3 " 1° 7

P L

223+00

UTILITY POLE

SOUTH PROFILE AT BACK OF SIDEWALK

EXIST. 497.01

480

MATCHLI NE C.L.STA 223+15.73

490

2 2 6 + 0 0

N/F

8% 4.

2% . 1

FRED WEBER INC

El ev=496.97

PVI23+89.60

MATCHLI NE C.L. STA 23+86.36

PVI23+43.08

500

(A.T.G.)

(U.I.P.)

12"

(A.T.G.)

(U.I.P.)

PEDESTAL

AT&T

W/RISER

(U.I.P.)

SERVICE LINE

UTILITY POLE

SERVICE LINE

510

MAILBOX

W/RISER

(U.I.P.)

UTILITY POLE

12"

(RELOC.)

12"

NE SERVICE LI

C.L. (TYP.)

(A.T.G.)

(U.I.P.)

W/LIGHT

ASPH

W/LIGHT

+39.88 STA 126 C .E. 20.0'W

. L C. S. T.

8 0.1 +7 123 .E. A C ST W 0' 12.

ASPH ASPH

UTILITY POLE ASPH

84°52'01"

0 0 + 4 2 2

AT&T

12"

(A.T.G.)

PULL BOX MCI

(U.I.P.)

SBC PULLBOX

+28.67 STA 124 R.E. 14 .25'W

2" 1

CONC

FL 517.43

EXIST ROW

1 2 7 + 0 0

(A.T.G.)

0 0 + 5 2 2

CONC

ELECTRIC PULLBOX

15" CONC FES

2" 1

1 2 6 + 0 0

(U.I.P.) 4"

MAILBOX

2" 1

STA 123+22.87 C.E. 15.75'W

20'

6" 6"

1 2 5 + 0 0

CONC

1 5" RCPASPH

AT&T

SERVICE LINE

LINE SERVICE

(U.I.P.)

24+00

520

2 6 + 9 8

10' WIDE PHONE ESMT

(A.T.G.)

480

10'

(U.I.P.)

520

490

FL 512.10

(A.T.G.)

CREVE COEUR MI LL RD

TELEPHONE

500

SBC PULLBOX

AT&T

NEW STANDARD CURB INLET STA 124+25.53 OFFSET -26.53

CONC.

FL 513.58

(U.I.P.)

ST ROW EXI

15" CONC FES

C.L. (TYP.) 15" CONC FES

NEW TYPE S CURB (TYP.)

510

(U.I.P.)

2 6 + 0 0

1 2 4 + 0 0

UTILITY POLE

T. 636 537 5585

B L NORTH SIDE SIDEWALK

2 5 + 0 0 5' WIDE SIDEWALK

SCALE: 1" = 20'

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

DESCRI PTI ON

AT&T

SCALE IN FEET

AT&T

ELEV=511.86

0 0 + 4 2

CI 6

12O & 12P

PARCEL 6 WITHIN THE SCHEDULE "A" DESCRIPTION

T AT&

CP 24" R

NEW 12" RCP

AT&T

MH 4

60 MSD BASE MAP:

STA 126+85.90 18.0'W R.E.

MUE C PRI SL

(U.I.P.)

24" RCP

CP 24" R

TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE

24" RCP

(T.B.R.)

NO TITLE COMMITMENT PROVIDED.

(T.B.R.)

STA 124+63.22 39.25'W C.E.

REMOVE EXISTING CONC. WALL

CONC. WALL

EXIST ROW

CONC. WALL

(U.I.P.)

20MSD-00522

2411 CREVE COEUR MILL RD

T.S.C.L.

10" TREE

. L C. S. T.

12O420113

CREVE COEUR M I LL ROAD

(U.I.P.)

MSD:

PARCEL 7 WITHIN THE SCHEDULE "A" DESCRIPTION

AI 5

(U.I.P.)

6834D-21

TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE

(U.I.P.)

FL SW 501.84

(U.I.P.)

LEASED TO FRED WEBER, INC AS TENANT 19293/5109

P L

14" TREE

EFFECTIVE DATE 05-03-2018

UTILITY POLE

10" TREE

(U.I.P.)

UTILITY POLE

T 507.52

E-W GATEWAY TIP NO. NO TITLE COMMITMENT PROVIDED.

F. 636 537 0275

CURB INLET

COMMITMENT FILE NO 18-226428-KEE

STP 5526(646)

12O420122 2423 CREVE COEUR MILL RD

(A.T.G.)

OLD REPUBLIC NATIONAL TITLE INS CO

LINE SERVICE

82 . 01 PI24+

12O1-019D

ASPH

WITH NEW M.H.)

2369 CREVE COEUR MILL RD

PAVEMENT REMOVAL

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

AND REPLACED

REMOVE EXISTING CONC. WALL

REVI SI ONS

TO BE REMOVED

FEDERAL PROJECT NO.

APP.

LEASED TO FRED WEBER, INC

(EXISTING INLET

12O420232

AS TENANT 19293/5109

REV.DATE

19293/5094

AR-1563

FL SW 495.78

AS TENANT 19293/5109

COUNTY PROJECT NO.

MATCHLI NE C.L.STA 128+00.00

IESI MO CHAMP LANDFILL LLC

PROPOSED CONCRETE REPAIR

P.D.E.

19293/5094

62 06. PI228+

FL NE 496.00

8 4

T.S.C.L.

(U.I.P.)

LEASED TO FRED WEBER, INC

N/F

6 1 27. PI224+

P.R.W.E.

IESI MO CHAMP LANDFILL LLC

T 501.51

PROPOSED MILL AND OVERLAY PROPOSED CONCRETE SIDEWALK

P.S.E.

GUY WIRE

GRATE INLET

PT 1 23+ 79. 84

NEW R.O.W.

N/F

EX STM

P L

LEGEND

500 DESIGNED:

TWC DRAWN:

TWC

490 CHECKED:

STS SHEET SEQUENCE:

480

228+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\13_AR-1563_PNP.dgn

LEGEND PROPOSED MILL AND OVERLAY

NEW R.O.W.

N/F 19293/5094 LEASED TO FRED WEBER, INC

N/F

IESI MO CHAMP LANDFILL LLC

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

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

SCALE IN FEET

PROPOSED CONCRETE REPAIR

T.S.C.L.

PAVEMENT REMOVAL

6834D-21

2451 CREVE COEUR MILL RD

MSD:

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

12O420122

E-W GATEWAY TIP NO.

SCALE: 1" = 20' 12O511132

2443 CREVE COEUR MILL RD

2435 CREVE COEUR MILL RD

P.R.W.E.

AS TENANT 19293/5109

2423 CREVE COEUR MILL RD

AS TENANT 19293/5109

PROPOSED CONCRETE SIDEWALK

P.S.E.

IESI MO CHAMP LANDFILL LLC

N/F

P L

COUNTY PROJECT NO.

20MSD-00522

PARCEL 10 WITHIN THE SCHEDULE "A" DESCRIPTION

P.D.E.

MSD BASE MAP:

12O & 12P P L

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

(U.I.P.)

MAILBOX

12"

MAILBOX

CABLE PULLBOX

(U.I.P.)

92°12'10"

88°06'34"

130+00

UTI L I TY POL E W/RI SER

TELE. PED. 12"

12"

(U.I.P.)

12"

(U.I.P.)

0 0 + 2 3 1

0 0 + 1 3 1

MAILBOX

(T.B.R.&R.)

(U.I.P.)

5' WIDE SIDEWALK

T.S.C.L.

P L

20542/3416 12O420041 2426 CREVE COEUR MILL RD

(U.I.P.)

ASPH

C.L. (TYP.)

TELE. PED.

B L SOUTH SIDE SIDEWALK

N/F

P L

71 SERVICE LINE

N/F HAMIDEH KHATAL AZAR

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

LILA J JOINS, TRUSTEES

EXIST ROW

. L C. S. T.

N/F

CARROLL D JOINS &

FWI ESTATES TRUSTEES

FRED WEBER INC

LILA J JOINS, TRUSTEES

10610/1603

CARROLL D JOINS &

8291/1956

19309/3982

12O420223

12O510212

12299 THOMAS

2438 CREVE COEUR MILL RD

2442 CREVE COEUR MILL RD

PATRICK CT

11291/2428

12O511121 12O420214 2434 CREVE COEUR MILL RD

OLD REPUBLIC NATIONAL TITLE INS CO OLD REPUBLIC NATIONAL TITLE INS CO

EFFECTIVE DATE 02-27-2018

COMMITMENT FILE NO 18-226460-KEE

OLD REPUBLIC NATIONAL TITLE INS CO

NO TITLE

COMMITMENT FILE NO 18-226459-KEE

COMMITMENT FILE NO 18-226458-KEE

COMMITMENT

EFFECTIVE DATE 02-27-2018

PROVIDED

EFFECTIVE DATE 03-06-2018

EFFECTIVE DATE 02-28-2018

EXIST ROW

C.L. (TYP.)

(U.I.P.)

DESCRI PTI ON

67 N/F FRED WEBER INC 8982/2146 12O511088 2458 CREVE COEUR MILL RD

DATE:

NO TITLE COMMITMENT

1/29/2021

PROVIDED

T. 636 537 5585

COMMITMENT FILE NO 18-226461-KEE

(U.I.P.)

INE E L VIC SER

SERVICE LINE

PI228+ 98. 83

(U.I.P.)

LINE SERVICE

STA 128+78.78 11.0'W R.E.

16" TREE

(A.T.G.)

(U.I.P.) 26" TREE

W/LIGHT

CONC

BOX

55 07. 33+ 2 I P

UTILITY POLE

EXIST ROW

PULL

47 93. PI232+

(U.I.P.)

ASPH

STREET LIGHT

0 0 + 233

ELEC

EXI ST ROW

BLOCK WALL

(U.I.P.)

0 0 + 2 3 2

TH OM A S P A TR ICK CT

(U.I.P.)

(A.T.G.)

(U.I.P.)

EXI ST ROW

BLOCK WALL

T. S. C. L .

PI231 + 61 . 37

0 0 + 9 2 2

PED.

0 0 + 0 3 2

SERVICE LINE

T. S. C. L .

SI GN

0 0 + 1 3 2

P L

P.S.E.

TELE.

28 . 31 + PI231

(A.T.G.)

STA 130+57.03 17.25'W R.E.

(A.T.G.) EXI ST ROW

STA 130+28.34 17.0'W R.E.

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

SOUTH PROFILE AT BACK OF SIDEWALK

1 . 5%

DRIVE

THOMAS PATRICK CT

DRIVE RETAINING WALL

520

510

500

228+00

229+00

230+00

231+00

232+00

DESIGNED: PROP. 526.15

EXIST. 526.28

PROP. 526.46

EXIST. 526.48

PROP. 526.22

EXIST. 526.55

EXIST. 526.02

EXIST. 526.20

EXIST. 526.40

PROP. 526.47

EXIST. 526.82

PROP. 526.57

EXIST. 526.84

PROP. 526.67

EXIST. 526.88

PROP. 526.76

EXIST. 526.86

PROP. 526.76

EXIST. 526.65

PROP. 526.71

EXIST. 526.43

PROP. 526.66

EXIST. 526.45

PROP. 526.54

EXIST. 526.54

PROP. 526.26

EXIST. 526.21

PROP. 525.96

EXIST. 525.84

PROP. 525.66

EXIST. 525.49

PROP. 525.28

EXIST. 525.09

PROP. 524.69

EXIST. 524.64

PROP. 524.09

EXIST. 524.09

PROP. 523.57

EXIST. 523.78

PROP. 523.00

EXIST. 522.91

PROP. 521.96

EXIST. 521.69

PROP. 520.96

EXIST. 520.65

480

PROP. 519.83

490

EXIST. 519.77

490

TRA N SPO RTA TIO N

5% . 1

El ev=526.01

PVI233+08.97

El ev=526.53

PVI232+75.54

El ev=526.45

PVI232+70.55

2% 2.

530

RESURFACI NG

0. 5% 0. 5%

El ev=525.96

PVI232+48.72

ELEV=526.43

PVI231+88.45

ELEV=526.54

ELEV=526. 57 PVI 231+66.37

PVI231+61.37

ELEV=526.79

PVI231+13.65

ELEV=526.71

PVI230+79.19

ELEV=526.67

PVI230+62.94

ELEV=526.63

PVI230+48.82

ELEV=526.48

PVI230+34.35

ELEV=525.45

PVI229+65.47

ELEV=523.68

ELEV=523. 60 PVI 229+06. 13

ELEV=523.20

ELEV=523. 12 PVI 228+87.29

PVI228+82.29

ELEV=520.97

ELEV=520. 90 PVI 228+41. 02

PVI228+36.02

7% 6.

5% . 1

0. 5%

0% 3.

5% . 9%1 5%2. . 1

2% 5.

0.2%

540

CREVE COEUR M I LL ROAD

500

% 1 . 1

5% . 1

MATCHLI NE C.L.STA 233+15.66

510

PVI227+82.10

520

ELEV=519.27

530

MATCHLI NE C.L.STA 228+14.10

540

PVI229+01.13

10'

20'

1/ 29/ 2021

1 2 9 + 0 0

(U.I.P.)

PLAN AND PROFI LE SHEET 7 OF 15

W/RISER

MAILBOX

CONSTRUCTI ON

SERVICE LINE

LL RD CREVE COEUR MI

UTILITY POLE

AT&T

LINE SERVICE

DRIVE

ASPH

TORNADO SIREN W/SOLAR PANEL

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

SERVICE LINE

6" SERVICE LINE

ASPH

PU BLIC W O RK S

1 2" CMP

NOT FOR

ASPH

AT&T

F. 636 537 0275

1 5" RCP

AT&T

Chest er f i el d,M i ssour i63017

AT&T

PRELI MI NARY

AT&T

REVI SI ONS

EXIST ROW

(U.I.P.)

APP.

UTILITY POLE

(U.I.P.)

EXIST ROW

(U.I.P.)

FL 523.09

FL 522.37

(U.I.P.)

12" CMP

REV.DATE

(U.I.P.)

05 04. 32+ PI1

10' WIDE PHONE ESMT

4 1 29. + 31 PT 1

FL 519.13

15" CONC FES

NE C.L.STA 133+00.00 MATCHLI

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

E LINE SERVIC

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

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

AT&T

PI228+ 06. 62

PARCEL 7 WITHIN THE SCHEDULE "A" DESCRIPTION

233+00

TWC 480

DRAWN:

TWC CHECKED:

STS SHEET SEQUENCE:

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

OF OT 5 P R C " 15

C.L. (TYP.)

(U.I.P.) AGG

S M E I D 10 'W

STA 5+ 48. 42 1 3. 0' W R. E.

UTILITY POLE

W/RISER

(U.I.P.)

ASPH

(U.I.P.)

N/F STEVEN R & CINDY K SANDERS

2474 CREVE COEUR

12O511044 OLD REPUBLIC NATIONAL

2490 CREVE COEUR MILL RD N/F

N/F

TITLE INS CO

FRED WEBER INC

JEFFREY LINDSEY & ERICA MORGAN H/W

COMMITMENT FILE NO

OLD REPUBLIC NATIONAL TITLE INS CO

STEVE SANDERS, A MARRIED PERSON

8982/2146

22982/2321

18-226456-KEE

COMMITMENT FILE NO 18-226455-KEE

16604/300

EFFECTIVE DATE 02-27-2018

EFFECTIVE DATE 03-23-2018

12O511088

12O510340

12O511066

2458 CREVE COEUR MILL RD

2466 CREVE COEUR MILL RD

2494 CREVE COEUR MILL RD

NO TITLE COMMITMENT

OLD REPUBLIC NATIONAL TITLE INS CO

PROVIDED

COMMITMENT FILE NO 18-226457-KEE

SMT SD E DE M WI 0' 1

OLD REPUBLIC NATIONAL TITLE INS CO

SCALE IN FEET

COMMITMENT FILE NO 18-226454-KEE

540

DATE:

EFFECTIVE DATE 03-23-2018

SCALE: 1" = 20'

EFFECTIVE DATE 02-27-2018

1/29/2021 540

10' 530 20'

233+00

235+00

EXIST. 514.80

PROP. 514.75

EXIST. 514.82

PROP. 514.77

EXIST. 514.84

PROP. 514.78

EXIST. 514.83

PROP. 514.80

EXIST. 514.80

PROP. 514.82

EXIST. 514.78

PROP. 514.83

EXIST. 514.79

PROP. 514.47

EXIST. 514.82

PROP. 514.21

EXIST. 514.33

PROP. 514.13

El ev=514.66

PVI237+62.86

El ev=513.66

PVI237+04.12

El ev=513.86

PVI236+78.84

El ev=514.99

El ev=514.99 PVI236+64.72

PVI236+59.72

El ev=515.17

PVI235+55.15

DRIVE

236+00

237+00

PROP. 514.84

EXIST. 514.58

PROP. 514.74

EXIST. 514.62

PROP. 514.61

EXIST. 514.65

PROP. 514.27

EXIST. 514.40

PROP. 513.93

EXIST. 514.03

PROP. 513.69

EXIST. 513.64

0.5%

7% . 1

0. 8% PROP. 513.85

EXIST. 513.82

PROP. 514.99

EXIST. 514.19

PROP. 515.03

EXIST. 514.23

PROP. 515.06

0.0% 8. 0% EXIST. 514.27

EXIST. 514.33

PROP. 515.13

EXIST. 514.19

PROP. 515.16

-0.2% EXIST. 514.97

PROP. 515.77

EXIST. 515.67

3. 9%

PROP. 515.09

4. 5% EXIST. 516.41

PROP. 517.21

PROP. 517.79

EXIST. 518.15

PROP. 519.39

EXIST. 516.92

1 . 5%0. 7%1 . 5%

PROP. 516.67

8. 0%

El ev=515.64

PVI235+42.90

El ev=517.09

El ev=517.16 PVI235+10.79

PVI235+05.79

El ev=517.28

DRIVE

1 . 5%

EXIST. 519.09

PROP. 520.17

EXIST. 520.10

PROP. 521.06

EXIST. 521.07

PROP. 522.23

PROP. 523.13

EXIST. 523.12

EXIST. 522.11

234+00

El ev=517.35 PVI234+90.49

PVI234+85.49

El ev=519.66

PVI234+56.63

El ev=519.79

PVI234+47.91

El ev=520.74

El ev=520.82 PVI234+28.06

PVI234+23.06

El ev=522.01

El ev=522.09 PVI234+08.12

PVI234+03.13

PVI233+56.13

El ev=524.20 PROP. 524.03

500

EXIST. 524.12

510

1 . 5%8. 0%1 . 5% 4. 8% DRIVE

PROP. 524.82

520

4. 5%

510

38+00

20'

3. 8%

EXIST. 524.85

530

37+00

10'

PROP. 525.59

540

36+00

520

500

SOUTH PROFILE AT BACK OF SIDEWALK

EXIST. 525.57

MATCHLI NE C.L.STA 233+15.66

35+00

EXIST. 514.25

500

PROP. 514.35

510

EXIST. 514.46

EXIST. 514.58

PENN RD

530

MATCHLI NE C.L.STA 238+10.70

520

MATCHLI NE C.L. STA 38+00.00

NORTH PROFILE AT BACK OF SIDEWALK

TRA N SPO RTA TIO N

C V P

T. 636 537 5585

8" PV C

7591/423

MILL RD

" 8

PRELI MI NARY

12O510362

EXI ST RO W

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

(U.I.P.)

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

W/RISER

N/F 9877/466

238 + 0 0

UTILITY POLE

540

530

PLAN AND PROFI LE SHEET 8 OF 15

FL SW 503.92

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

FL NW 505.83

(RELOC)

PU BLIC W O RK S

INSTALL 12" RCP

T 513.72

1/ 29/ 2021

MAILBOX

EX STM MH

CONSTRUCTI ON

12O1-036D

F. 636 537 0275

2 37 + 0 0

(U.I.P.)

RESURFACI NG

01 05. PI236+

P C R " 2 4

PI235+ 82. 22

12" TREE

(A.T.G.)

65 FRED WEBER INC

E S M

PT 235+ 58. 51

STA 134 +86. 89 13.5'W R.E.

L. C. S. T.

NOT FOR

E. D. P.

Chest er f i el d,M i ssour i63017

GI 7

DESCRI PTI ON

5' WIDE SIDEWALK

INSTALL NEW GRATED INLET

CREVE COEUR M I LL ROAD

2 PI

P L

SM T M SD E

P L

NE LI BLDG 8) 20' 1 G P 39 PB 3 (

1 36 + 0 0

MH 7

(U.I.P.)

RELOCATE FIRE HYDRANT OUT OF SIDEWALK

DE 5'W I

SM T M SD E

SMT DE E WI 5'

AGG

C.L. (TYP.)

DE 5'W I

OW ST R EXI

INE CE L SERVI

03 . 58 3+ 23 PI 89 . 50 3+ 23 PI 44 48. 33+ PI2 79 45. 3+ PI23

B L SOUTH SIDE SIDEWALK

5' WIDE SIDEWALK

P L

(U.I.P.)

EXI ST RO W

0 0 + 6 3 2

(U.I.P.)

AGG

71 24. 4+ PI23

(A.T.G.) AT&T

EXIST ROW

TELE. PED.

30 27. 5+ PC 23

L. C. S. T.

0 0 + 234

(A.T.G.)

E. S. P.

5 22.2 134 + STA R.E. 'W 19.25

AT&T

UTILITY POLE

OW ST R EXI

1 37 + 0 0

0 0 + 35 2

(U.I.P.)

12O & 12P 8" TREE

2" 1

MSD BASE MAP:

ASPH

(A.T.G.)

W/RISER

C.L. (TYP.)

(U.I.P.)

2" 1 2" 1

EFFECTIVE DATE 03-27-2018 8" TREE

(U.I.P.)

AT&T

MAILBOX

(U.I.P.)

(RELOC.)

(U.I.P.)

78°30'24"

MAILBOX

PEDESTAL

CABLE PULLBOX

0 0 + 35 1

T. S. R. C. O. 7 L. W.3 + 0 0

20MSD-00522

PAR 13 COMMITMENT FILE NO 18-226431-KEE

M ATC

RD L L MI R U COE E V 0 0 + CRE 34 1

(U.I.P.)

MSD:

EFFECTIVE DATE 03-27-2018

GUY WIRE

TELEPHONE

24" RC P

(U.I.P.)

7" TREE

" 00 ' 15

W/RISER 6"

PAR 12 COMMITMENT FILE NO 18-226430-KEE

1 0' WI DE PH ONE E SMT

(A.T.G.)

6834D-21

EFFECTIVE DATE 03-27-2018

(U.I.P.)

1 5" RCP

GAS VALVE

W/LIGHT

AT&T

(U.I.P.)

REVI SI ONS

E-W GATEWAY TIP NO.

APP.

AT&T

(U.I.P.)FL S 510.39

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

FL NE 510.48 (15" RCP)

UTILITY POLE

OW ST R EXI

35 + 6 6

FL SW 511.40 GATE POST

REV.DATE

(U.I.P.)

STP 5526(646)

FL NE 510.42 (18" RCP)

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

T 514.02

ESMT

° 70

0.00 0 + 3 3 1 STA . L . NE C 55 C HLI . 7 T 0 +A M 33

FO PULLBOX

T 514.44

1 0' WI DE GA S

FEDERAL PROJECT NO.

HLI NE C . L.STA

ASPH AT&T

ASPH

EX STM CURB INLET

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

P L

E PSD SLC

TITLES FOR PARCELS 3, 4, 5 & 14 INCLUDE

00 + 36

FL NE 511.63

STA 136+8 1.09 25.25 'W R.E.

NO TITLE COMMITMENT PROVIDED. PARCEL 10 WITHIN THE SCHEDULE "A" DESCRIPTION

(U.I.P.)

8" PV C

P.D.E.

(U.I.P.)

CURB INLET

PI237 + 68. 1 9

2451 CREVE COEUR MILL RD

84 88. 34+ PC 1

FL SE 509.33

OW ST R EXI

EX STM

138+0 0.00

(U.I.P.)

FL N 509.34

12O511132

AR-1563

6167/302 & 6167/303

AT &T

DROP NW 514.63

PAVEMENT REMOVAL

SBC PULLBOX

(U.I.P.)

FL NW 509.38

AS TENANT 19293/5109

GATE POST

COUNTY PROJECT NO.

PATTONVILLE R-3 SCHOOL DISTRICT

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

PULL BOX TRAFFIC

(U.I.P.)

N/F

B L NORTH SIDE SIDEWALK

T 521.38

LEASED TO FRED WEBER, INC

ST 36 A 1 3 .0 'W 6+2 1 C . .56 E.

EX SAN MH

LIGHT

PT 1 35+ 94. 32

19293/5094

(U.I.P.)

PC 35+ 83. 1 9

12O1-0023S

(U.I.P.)

3 2 . 8 +0 6 3

T.S.C.L.

IESI MO CHAMP LANDFILL LLC

ATT PULLBOX

UTILITY POLE

ATT CONTROL BOX

T P

PROPOSED CONCRETE REPAIR

PV C

W/RISER (U.I.P.) X APPRO ESM T

P.R.W.E.

TO ROAD ESMT C ECTRI ON EL UNI

UTILITY POLE PHO NE

N/F

PROPOSED CONCRETE SIDEWALK

P.S.E.

P L N/F LLLLC LANDFI CHAM P 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 ,BUT TLE CO M TI A RO AD LED AS ES LABE ED. M PRO V UN I

M I SO M ET

NEW R.O.W.

P L

PROPOSED MILL AND OVERLAY

8" PV C

LEGEND

520 DESIGNED:

TWC DRAWN:

TWC

510 CHECKED:

STS SHEET SEQUENCE:

500

238+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\15_AR-1563_PNP.dgn

(U.I.P.)

12O & 12P

B L NORTH SIDE SIDEWALK

5' WIDE SIDEWALK

P 6" VC

C.L. (TYP.)

CONC. CURB

10' WIDE PHONE ESMT

" 0 3

CONC.SI DEWAL K 6"

41+00

42+00

SIGNAL

(U.I.P.) 8" VC P

AT&T

TELE. PED.

(A.T.G.)

SIGNAL LOOP

DRIVE

30" RCP

CONC. CURB

30" RCP

EXIST ROW

(U.I.P.) AT&T

AT&T

TRAFFIC

EX STM

PULL BOX

GRATE INLET

RC P

AT&T

TRAFFIC

SIGNAL

(A.T.G.)

LOOP

ASPH

FL NW 503.23 FL NE 500.80 FL S 500.80

" 6 '1 7

T 515.29 FL NE 510.87 (12" RCP)

142+00

FL SW 507.61

T 512.27

(U.I.P.)

W/RISER

FL SE 507.34

(U.I.P.)

EXIST ROW

GUY WIRE

DEW ALK SI

TRAFFIC SIGNAL

5' WIDE SIDEWALK

(U.I.P.)

FO PULLBOX

B L SOUTH SIDE SIDEWALK

(U.I.P.)

CHAIN LINK FENCE

ROW

JAMES E DAVIS

T 511.31

7076/2345 & 19127/1359

12O511066

12O510506

2494 CREVE COEUR MILL RD

2498 CREVE COEUR MILL RD

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226454-KEE

COMMITMENT FILE NO 18-226453-KEE

EFFECTIVE DATE 03-23-2018

EFFECTIVE DATE 02-28-2018

FL NW 505.46

EXI ST

P L

EX SAN MH

16604/300

8" VC P

(U.I.P.) 12O1-003S

FL W 505.93

PULL BOX

(U.I.P.)

TRAFFIC

(U.I.P.)

W/LIGHT

PRCEL 61 - N/F

COMMITMENT FILE NO 18-226452-KEE

(U.I.P.)

BRUTON BUILDERS, INC

EFFECTIVE DATE 04-23-2018

(AN ADMINISTRATIVELY DISOLVED OR REVOKED CORPORATION)

LOCATOR NUMBER UNKNOWN

7969/2427 EXCEPTING THEREFROM 8161/1777

ADDRESS UNKNOWN

(U.I.P.)

CONC CURB

N/F

TRAFFIC

SIGNAL

(U.I.P.)

(T.B.R.&R)

240+97

T .S

FO PULLBOX

(U.I.P.)

(U.I .P.)

T.S.C.L.

UTILITY POLE

240+00

B EN N IN G TON

239+00

.L .

UTILITY POLE OLD REPUBLIC NATIONAL TITLE INS CO

(U.I.P.)

8" PVC

CONC SIDEWALK

(U.I.P.) SIGNAL

2"RCP 1

TRAFFIC SIGNAL

12O1-017D

CONTROL BOX

EX STM

(T.B.R.&R.)

FITTING

LOOP

PRELI MI NARY

CO NC

P.S.E.

PULL BOX

K DEWAL CONC.SI

CONC

IRON FENCE

141+00

(A.T.G.)

PI23 8+ 75. 47

EXIST ROW

W/LIGHT

CURB INLET FL NE 507.70 (30" RCP)

CURB INLET

CONC CURB

EX STM

TRAFFIC ASPH

PI238+ 55. 41

C.L. (TYP.)

(U.I.P.)

140+00

UTILITY POLE

(U.I.P.)

CREVE COEUR LL ROAD MI

T 511.80

12" RCP

(U.I.P.)

(A.T.G.)

EX STM

BLOCK WALL

MAILBOX

METER (U.I.P.)

(A.T.G.)

12O1-018D

(A.T.G.)

WV 12"

8 8

12"

139+00

38" 5' 88°1

(T.B.R.&R.)

ELECTRIC

AT&T

CONC. CURB

(U.I.P.) MAILBOX

CONC.

(T.B.R.)

24 "

(U.I.P.)

(A.T.G.)

PI1 39+ 91 . 70

REPLACE WATER VALVE LID AND A.T.G.

CONC CURB

10' WIDE GAS ESMT

FL 506.35

(U.I.P.)

CONC CURB

N/F

(U.I.P.)

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 2506, 2524, 2542 CREVE COEUR MILL RD

DATE:

NO TITLE COMMITMENT

1/29/2021

PROVIDED

530

20'

40+00

41+00

42+00

EXIST. 516.74

PROP. 516.15

EXIST. 516.06

PROP. 515.55

EXIST. 515.41

PROP. 514.96

EXIST. 514.89

PROP. 514.37

EXIST. 514.37

PROP. 514.09

EXIST. 513.99

PROP. 513.80

EXIST. 513.62

PROP. 513.52

EXIST. 513.34

PROP. 513.24

EXIST. 513.12

PROP. 512.96

EXIST. 512.90

PROP. 512.67

EXIST. 512.67

PROP. 512.78

EXIST. 512.78

PROP. 512.89

EXIST. 512.90

PROP. 513.00

EXIST. 513.01

PROP. 512.86

EXIST. 513.14

PROP. 512.92

EXIST. 512.97

PROP. 513.12

EXIST. 513.19

PROP. 513.59

EXIST. 513.83

PROP. 513.99

EXIST. 514.02

PROP. 514.14

EXIST. 514.17

39+00

520

510

500

490

43+00

2. 0% 2. 0%

2. 1 %

DRIVE

1 . 2%

1 . 1 %

1 . 5%

8. 0%

DRIVE

El ev=511.92

PVI240+40.87

El ev=511.77

PVI240+30.32

El ev=512.67

PVI239+77.11

El ev=512.82

PVI239+66.89

El ev=513.23

PVI239+61.78

El ev=513.37

PVI239+52.39

530 El ev=514.10

PVI238+87.26

El ev=514.26

PVI238+74.47

El ev=514.66

PVI238+55.40

El ev=514.85

PVI238+45.78

El ev=515.03

PVI238+36.86

SOUTH PROFILE AT BACK OF SIDEWALK

520

5% . 1 510

BENNINGTON PL

DESIGNED:

TWC

239+00

240+00

EXIST. 512.42

EXIST. 512.45

PROP. 511.91

EXIST. 512.31

EXIST. 512.01

EXIST. 512.49

EXIST. 512.66

PROP. 513.26

EXIST. 512.94

PROP. 513.51

EXIST. 513.33

PROP. 513.73

EXIST. 513.70

PROP. 513.96

EXIST. 513.94

PROP. 514.19

EXIST. 514.17

PROP. 514.56

EXIST. 514.91

PROP. 514.97

EXIST. 514.70

PROP. 514.94

10' EXIST. 514.62

MATCHLI NE C.L.STA 238+10.70 238+00

PROP. 514.29

EXIST. 514.32

PROP. 514.45

EXIST. 514.47

PROP. 514.60

EXIST. 514.61

PROP. 514.71

EXIST. 514.72

PROP. 514.72

EXIST. 514.77

HIGHSCHOOL ENTRY/EXIT

MATCHLI NE C.L. STA 43+00.00

10'

PROP. 514.74

MATCHLI NE C.L. STA 38+00.00

NORTH PROFILE AT BACK OF SIDEWALK

PLAN AND PROFI LE SHEET 9 OF 15

PULL BOX

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

40+00

PU BLIC W O RK S

TRAFFIC

(A.T.G.) EXIST ROW

1/ 29/ 2021

R.O.W.

SIGNAL

C R

10" TREE

CONSTRUCTI ON

REPLACE EXISTING ASPHALT CURB WITH (U.I.P.) TYPE 'S' CONC. CURB

T.S.C.L.

NOT FOR

1 2" RC P

SIGNAL

F. 636 537 0275

10' WIDE GAS ESMT

STA 138+69.73 R.E. 11.75'W

490

FL SE 507.84

CONC.SI DEWAL K

38+00

500

MSD BASE MAP: P 6" VC

FL SW 507.76

(U.I.P.)

530

510

EFFECTIVE DATE 03-27-2018

T 514.17

TRAFFIC

P L

520

CURB INLET

6" VCP

FL SE 505.37

530

20MSD-00522

PAR 13 COMMITMENT FILE NO 18-226431-KEE

(U.I.P.)

39+00

STEVE SANDERS, A MARRIED PERSON

490

MSD:

EFFECTIVE DATE 03-27-2018 EX STM

LOOP

N/F

500

6834D-21

SCALE: 1" = 20'

(U.I.P.)

Chest er f i el d,M i ssour i63017

R.O.W.

EFFECTIVE DATE 03-27-2018

E-W GATEWAY TIP NO.

SCALE IN FEET

FL SW 510.31

TRA N SPO RTA TIO N

T.S.C.L.

(U.I.P.)

510

2" RCP 1

PAR 11 COMMITMENT FILE NO 18-226429-KEE

FL N 510.46 FL NE 510.37

PAR 12 COMMITMENT FILE NO 18-226430-KEE

(U.I.P.)

W/RISER

(U.I.P.)

520

ASPH

CONC. CURB

10' WIDE PHONE ESMT

OLD REPUBLIC NATIONAL TITLE INS CO

T. 636 537 5585

NEW ROW

UTILITY POLE

STA 138+39.02 R.E. 9.75'W

MATCHLI NE C.L.STA 138+00.00

(U.I.P.)

VC P

STP 5526(646)

T 514.78

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

FL SE 506.65

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

RESURFACI NG

FL NE 508.13

FEDERAL PROJECT NO.

DESCRI PTI ON

FL NW 507.42

PLUG

GUY WIRE

FL N (PLUG)

CREVE COEUR M I LL ROAD

LINE SERVICE

P.D.E.

(U.I.P.)

EX SAN MH

REVI SI ONS

SCHOOL SIGN

T 513.93

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

APP.

PAVEMENT REMOVAL

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

AR-1563

CONC. W/ ELECTRONIC

EX SAN MH

T.S.C.L.

12O1-008S

REV.DATE

C R

PROPOSED CONCRETE REPAIR

6167/302 & 6167/303

ESTIMATED LOCATION OF 50'X100' SLC PTSE

P.R.W.E.

(U.I.P.)

PROPOSED CONCRETE SIDEWALK

P.S.E.

COUNTY PROJECT NO.

PATTONVILLE R-3 SCHOOL DISTRICT

MATCHLI NE C.L.STA 143+00.00

FL NE 509.43

CO NC

NEW R.O.W.

T 514.11 FL NW 509.53

PI40+ 20. 1 7

CURB INLET

PROPOSED MILL AND OVERLAY

N/F

STA 139+91.70 35.5'W C.E.

EX STM

8" PVC

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

LEGEND

DRAWN:

TWC

500 20'

CHECKED:

STS SHEET SEQUENCE:

490

241+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\16_AR-1563_PNP.dgn

N/F

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

PAR 11 COMMITMENT FILE NO 18-226429-KEE

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

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

CONC. SIDEWALK 6"

1 2" RCP

EXIST ROW

T 518.80

EX STM

FL SW 514.22

GRATE INLET FL NW 514.53

ASPH

DRIVE

144+00

145+00

UTILITY POLE

C.L. (TYP.)

146+00

W/RISER (U.I.P.) CONC

CONC CURB

8" VCP

CONC CURB BIT

(R) UTILITY POLE

AL K

LOCATOR NUMBER UNKNOWN

(AN ADMINISTRATIVELY DISOLVED OR REVOKED CORPORATION) 7969/2427 EXCEPTING THEREFROM 8161/1777

CU R B

T S PO

(U.I.P.)

C O N C

E C FEN

P 2" RC 1

12O2-045D EX STM

EXIST ROW

12O2-005S

(U.I.P.)

EX SAN MH

TREE

T 523.62

(U.I.P.)

FL NE 514.90 FL SE 514.78

T 521.58

VERSA LOK

FL SW 517.15

BLOCK WALL

(U.I.P.)

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

(A.T.G.)

BUILDING

(U.I.P.)

P L

CO NC

(U.I.P.)

UTILITY POLE

CURB INLET

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

UTILITY POLE BIT

8" VCP

C U R B

ADDRESS UNKNOWN

(U.I.P.)

P L

EFFECTIVE DATE 04-23-2018

(U.I.P.)

CO NC .S I DE W

P L

N/F

CONDO DECLARATIONS AS AMENDED

CREVE COEUR MILL CONDOMINIUMS

AKA CARRIAGE PARC CONDOMINIUMS

N/F

8095/446, 8127/1852 & 8220/2336

PETER H G WESTHORP

(OR AS OTHERWISE AMENDED)

N/F

WILLIAM P. ANELLO JR

& BEVERLY J WESTHORP

C & G PROPERTIES INC

& BARBARA WEHRENBRECHT

12415/2539

17845/843

15417/2002

12O520763

12O520772

12O520800

COMMON ELEMENT

LOCATOR NUMBER UNKNOWN

2506, 2524, 2542 CREVE COEUR MILL RD

2560 CREVE COEUR MILL RD

2574 CREVE COEUR MILL RD

2578 CREVE COEUR MILL RD

2582 CREVE COEUR MILL RD

NO TITLE COMMITMENT

PROVIDED

N/F N/F

N/F

JULIE M TARKINGTON

MICHAEL J PEARSON

15337/1213

15832/712

12O520790

12O520819

2586 CREVE COEUR MILL RD

2590 CREVE COEUR MILL RD

NO TITLE COMMITMENT

PROVIDED

DATE:

1/29/2021 T. 636 537 5585

(U.I.P.)

C O N C

COMMITMENT FILE NO 18-226452-KEE

W/RISER

' 0 .0

BRUTON BUILDERS, INC

(U.I.P.)

5 2

PRCEL 61 - N/F

W/LIGHT

EXIST ROW OLD REPUBLIC NATIONAL TITLE INS CO

147+00

BIT

(U.I.P.)

CREVE COEUR LL ROAD MI

T 518.91

(U.I.P.)

AT&T

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

NORTH PROFILE AT BACK OF SIDEWALK

560

10'

43+00

44+00

45+00

46+00

47+00

48+00

540

510

500

RESURFACI NG

520

PLAN AND PROFI LE SHEET 10 OF 15

530

CREVE COEUR M I LL ROAD

MATCHLI NE C.L.STA 48+00.68

EXIST. 527.32

PROP. 526.91

EXIST. 526.94

PROP. 526.53

EXIST. 526.56

PROP. 526.15

EXIST. 526.20

PROP. 525.77

EXIST. 525.86

PROP. 525.38

EXIST. 525.52

PROP. 525.00

EXIST. 525.12

PROP. 524.62

EXIST. 524.70

PROP. 524.24

EXIST. 524.28

PROP. 523.86

EXIST. 523.89

PROP. 523.48

EXIST. 523.50

PROP. 523.10

EXIST. 523.12

PROP. 522.72

EXIST. 522.73

PROP. 522.34

EXIST. 522.35

PROP. 521.96

EXIST. 521.96

PROP. 521.46

EXIST. 521.47

PROP. 520.91

EXIST. 520.93

PROP. 520.36

EXIST. 520.38

PROP. 519.81

EXIST. 519.82

PROP. 519.24

EXIST. 519.28

PROP. 518.63

EXIST. 518.74

PROP. 518.20

EXIST. 518.31

PROP. 517.90

EXIST. 517.89

PROP. 517.69

500

HIGHSCHOOL ENTRANCE

EXIST. 517.81

510

PROP. 517.34

520

EXIST. 517.37

530

PROP. 516.75

540

MATCHLI NE C.L.STA 43+00.00

20'

PU BLIC W O RK S

550

TRA N SPO RTA TIO N

550

1/ 29/ 2021

AT&T

GRATE INLET

(U.I.P.)

GUY WIRE

(U.I.P.)

2" 1

12"

AT&T

EX STM

CONSTRUCTI ON

12" AT&T

ASPH

47+00

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

46+00

NOT FOR

45+00

F. 636 537 0275

ONC .SI 4 DEW 4 + ALK 0 0

Chest er f i el d,M i ssour i63017

(U.I.P.)

DESCRI PTI ON

C.L. (TYP.)

REVI SI ONS

B L NORTH SIDE SIDEWALK

FL NW 514.66

PRELI MI NARY

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

12O & 12P NEW ROW

12"

ASPHALT CURB

MSD BASE MAP:

P.D.E.

9.0'

CONC. CURB

20MSD-00522

SCALE: 1" = 20'

P L

EXIST ROW

PAVEMENT REMOVAL

10' WIDE PHONE ESMT

1 2" RCP

MSD:

SCALE IN FEET

T.S.C.L.

5' WIDE SIDEWALK

FL SE 514.62

PROPOSED CONCRETE REPAIR

P L

T 521.15

E-W GATEWAY TIP NO.

6834D-21

9.0'

10' WIDE GAS ESMT

40 °5 3' 15 "

CONC. SIDEWALK

(U.I.P.)

APP.

SI G N A T&T

S 18 TA .0 1 ' 44 W + 0 C 9 .E .4 . 7

(T.B.R.)

ASPH

R.O.W.

EFFECTIVE DATE 03-27-2018

REV.DATE

10" TREE

(U.I.P.)

PAR 13 COMMITMENT FILE NO 18-226431-KEE

GATE POST SI G N

(U.I.P.)

P.R.W.E.

P L

(U.I.P.)

EFFECTIVE DATE 03-27-2018

15 .0 0 '

8" TREE

CHAIN LINK FENCE

AREA INLET

12" RCP

MATCHLI NE C.L.STA 143+00.00

(U.I.P.)

EX STM

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

LIGHT

10' WIDE PHONE ESMT

PI44+ 76. 59

(U.I.P.)

15'W I DE SEW ER ESMT

CONC. CURB

(U.I.P.)

CONC. CURB

FL SE 515.00

12" R C

T.S.C.L.

PT 44+ 1 1 . 26

(U.I.P.)

OLD REPUBLIC NATIONAL TITLE INS CO

97 40. PI46+

91 . 71 PC 43+

CHAIN LINK FENCE

T 521.46

STP 5526(646)

PROPOSED CONCRETE SIDEWALK

P.S.E.

AREA INLET FL NW 515.11

AR-1563 FEDERAL PROJECT NO.

PROPOSED MILL AND OVERLAY

NEW R.O.W.

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD EX STM

COUNTY PROJECT NO.

6167/302 & 6167/303

MATCHLI NE C.L.STA 148+00.00

8" PVC

RESERVE AREA

LEGEND

PATTONVILLE R-3 SCHOOL DISTRICT

APPROXIMATE BMP

DESIGNED:

TWC DRAWN:

TWC CHECKED:

STS SHEET SEQUENCE:

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

N/F

LEGEND

SCALE IN FEET

FL NE 538.52

NO TITLE COMMITMENT NO TITLE COMMITMENT PROVIDED

(U.I.P.)

52 N/F

(U.I.P.)

1 2" RCP

02 9. 2 2+ 25

5' WIDE SIDEWALK

T P

Steve Will 17731/4034

STREET LIGHT

12O2-010D

(U.I.P.)

(U.I.P.) C R

12O520938

John A & Kaye L Novak

2630 CREVE COEUR MILL RD

7861/524

NO TITLE COMMITMENT

12O521010

PROVIDED

12279 CREVE COEUR RIDGE CT

CURB INLET T 547.14 FL NW 541.55 FL E 541.52

(U.I.P.)

P L

Old Republic National Title Ins Co Commitment File No 18-226451-KEE

T 547.83 FL W 543.00

12O521131

FL NE 543.20

12280 CREVE COEUR RIDGE CT

(U.I.P.) Old Republic National Title Ins Co Commitment File No 18-226450-KEE

49+00

20'

EXIST. 551.19

PROP. 549.67

EXIST. 549.89

PROP. 548.41

EXIST. 548.46

PROP. 547.00

EXIST. 547.03

PROP. 545.59

EXIST. 545.60

PROP. 544.39

EXIST. 544.37

PROP. 543.11

EXIST. 543.01

PROP. 541.84

EXIST. 541.73

PROP. 540.56

EXIST. 540.47

PROP. 539.29

EXIST. 539.21

PROP. 538.02

PROP. 536.74

EXIST. 536.71

PROP. 535.47

EXIST. 535.46

PROP. 534.46

EXIST. 537.96

51+00

52+00

248+00

249+00

250+00

El ev=548.18

El ev=548.10 PVI252+99.99

PVI252+94.99

El ev=547.00

PVI252+81.25

El ev=546.93

PVI252+76.25

El ev=545.63

El ev=545.80 PVI252+40.38

PVI252+34.38

El ev=545.49

PVI252+28.31

El ev=542.32

El ev=542.24 PVI251+68.44

PVI251+63.44

El ev=540.86

PVI251+46.83

El ev=540.78

PVI251+41.05

El ev=539.34

252+00

PROP. 548.18

EXIST. 549.27

PROP. 546.99

EXIST. 547.67

EXIST. 546.55

PROP. 545.64

EXIST. 545.80

PROP. 545.05

EXIST. 545.12

PROP. 543.99

EXIST. 544.01

PROP. 542.93

CREVE COEUR RIDGE CT

EXIST. 542.98

PROP. 541.96

EXIST. 541.84

PROP. 539.50

PROP. 540.71

PVI251+17.35

251+00

EXIST. 539.50

EXIST. 538.68

EXIST. 530.21

PROP. 529.79

EXIST. 529.79

EXIST. 529.53

520

2. % 8% 0 5.

5% . 1 3% . 5% 8 . 1

% 1 6.

3% 6.

9% . 0.2%1

530

5% . 0% 1 5% 8. . 1

3% 5.

EXIST. 540.71

El ev=529.95

PVI249+32.30

El ev=529.79

540

El ev=529.78 PVI249+24.04

PVI249+17.58

FLEETWOOD PL

El ev=538.38

PVI251+02.22

550

540

530

53+00

560

10'

550

520

SOUTH PROFILE AT BACK OF SIDEWALK

20'

1/29/2021 560

PROP. 533.57

EXIST. 533.55

PROP. 532.67

50+00

DATE:

Effective Date 04-23-2018

10'

EXIST. 534.44

48+00

22804/2914

DBL CURB INLET

DRIVE

520

DESCRI PTI ON

N/F HOME SFR Borrower IV, LLC

EX STM

NORTH PROFILE AT BACK OF SIDEWALK

PROP. 531.89

EXIST. 531.84

PROP. 531.24

EXIST. 531.18

PROP. 530.58

EXIST. 530.52

PROP. 529.93

EXIST. 529.95

PROP. 529.42

12O2-007D

EX STM

N/F

" 12

Effective Date 04-03-2018

EXIST. 529.43

PROP. 528.86

EXIST. 528.87

PROP. 528.43

EXIST. 528.28

PROP. 528.05

(U.I.P.)

CONC P

1/ 29/ 2021

C.L. (TYP.)

CHAIN LINK FENCE

C.L. (TYP.)

B L SOUTH SIDE SIDEWALK

R C

CONSTRUCTI ON

(U.I.P.)

560 EXIST. 527.93

(U.I.P.)

FL NE 527.58

EXIST. 532.66

PROVIDED

CHAIN LINK FENCE

560

550

PLAN AND PROFI LE SHEET 11 OF 15

12281 FLEETWOOD PLACE

FL W 526.99

(A.T.G.) 12 "

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

12O520837

2590 CREVE COEUR MILL RD

T 531.16

T.S.C.L.

PU BLIC W O RK S

EXI ST ROW

14472/713 12O520819

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

EX SAN MH

2 5 2 + 0 0

8" PV C

N/F Kirk & Darrah Kasicki

FL SW 535.06

2 5 1 + 0 0

12O2-007S

PI251 + 02. 22

(U.I.P.)

15832/712

T 544.46 FL NE 535.63

P L

8" VCP

P L

(U.I.P.)

N/F MICHAEL J PEARSON

EX SAN MH

NOT FOR

12O2-014S 1 2" RCP

FL SE 535.23

ROW

(U.I.P.)

TT TT

EXI ST ROW

EXI ST

FL SW 517.27

PROP. 527.67

(A.T.G.)

ASPH

2 5 0 + 0 0

C.L. (TYP.) SERVICE LINE

(U.I.P.)

FL E 521.18

EXIST. 527.67

FL SW 537.60

8" PVC

UTILITY POLE W/LIGHT

FL SE 537.52

2 4 9 + 0 0

FLEET W OOD

" R

2 4 8 + 7 4

ASPH

EX STM MH T 527.48 FL NE 517.66

PROP. 527.29

T 543.59

EXIST ROW 12O2-013D

152+00

CURB INLET 6"

F. 636 537 0275

(U.I.P.)

1 2" RCP 8" PVC

EX STM

Chest er f i el d,M i ssour i63017

GUY WIRE

(U.I.P.)

TRA N SPO RTA TIO N

5" RCP 1

2" RCP 1

151+00

PRELI MI NARY

8" P VC

12O2-011D

W/RISER

T. 636 537 5585

8" VCP

(U.I.P.)

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

150+00

RESURFACI NG

0 0 + 9 4 1

UTILITY POLE

C R EV E

6 "

(A.T.G.)

(U.I.P.)

EXIST ROW

(U.I.P.)

FL SW 526.99

(U.I.P.)

NEW 12" RCP

FL N 541.12

CREVE COEUR M I LL ROAD

FL SW 519.89

T 545.02

MATCHLI NE C.L. STA 53+01.29

FL SW 524.38

FL SW 520.16

T 532.19 FL NE 527.58

CURB INLET

MATCHLI NE C.L.STA 48+00.68

FL SE 519.96

DRIVE

REMOVE EXISTING PAVEMENT AND CONCRETE BASES TO 18" BELOW GRADE

20 95. PI252+

FL NE 524.48

CURB INLET

EX STM

EXI S T RO W

FL E 520.67

EX STM

12O2-087D

R ID G E

T 529.07

CREVE COEUR MI LL RD

12O2-008D

COEU R COU R T

T 529.76

9 1 67. 49+ PC 1

P C R

CURB INLET

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

" 6 '5 6 5

FL NE 520.39

EX SAN MH

12"

AT&T

T 527.79

12O2-006S

EX STM

AT&T

EXI ST ROW

REVI SI ONS

AT&T

12O2-012D

12"

AREA INLET

12"

AT&T

EX STM

52+00 SCHOOL MAINTENANCE DRIVE

12"

AT&T

51+00

DI P

EXIST ROW

36 50. 49+ PI1

12"

50+00

49+006"

R.O.W. 6"

(A.T.G.)

T.S.C.L.

(U.I.P.)

12O & 12P

EXI ST ROW

PC 252+ 08. 1 2

(U.I.P.)

PT 1 50+ 58. 84

R.O.W.

CONTROL

CHAIN LINK FENCE

NE C.L.STA 148+00.00 MATCHLI

" 30

B L NORTH SIDE SIDEWALK

5' WIDE SIDEWALK

(U.I.P.) 12" RC P

C.L. (TYP.)

NEW 12" RCP

FL SW 539.11

APP.

10' WIDE PHONE ESMT

P RC

FL N 539.21

MSD BASE MAP:

24" RCP

T 546.63

REV.DATE

NEW ROW

EX SAN MH

20MSD-00522

(U.I.P.)

EFFECTIVE DATE 03-27-2018

12O2-077S

MATCHLI NE C.L.STA 153+00.00

FL SW 522.58

PAR 13 COMMITMENT FILE NO 18-226431-KEE

MSD:

PI52+ 80. 71

FL E 522.72

EFFECTIVE DATE 03-27-2018

PI1 52+ 53. 48

FL NE 523.29

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

6834D-21

RC P

E-W GATEWAY TIP NO.

(U.I.P.)

8" P V

FL N 523.32

(U.I.P.)

STP 5526(646)

18"

R C 18

T 529.97

CHAIN LINK FENCE

FEDERAL PROJECT NO.

FL SW 538.01

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

ICV

MATCHLI NE C.L. STA 48+00.68

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

SCALE: 1" = 20'

(A.T.G.)

530

T 546.83

PI52+ 1 5. 65

SBC PULLBOX

AREA INLET

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

STA 152 +05.24 20.5'W R.E.

P.D.E.

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

PI52+ 03. 24

PAVEMENT REMOVAL

T.S.C.L.

AR-1563

12O2-089D

FL S 540.28

31 54. PI50+

AREA INLET

93 74. PI48+

T.S.C.L.

EX STM

PROPOSED CONCRETE REPAIR

12" R

P.R.W.E.

6167/302 & 6167/303

EX STM

PROPOSED CONCRETE SIDEWALK

P.S.E.

540

PROPOSED MILL AND OVERLAY

NEW R.O.W.

550

COUNTY PROJECT NO.

PATTONVILLE R-3 SCHOOL DISTRICT

540 DESIGNED:

TWC DRAWN:

TWC

530

CHECKED:

STS SHEET SEQUENCE:

520

253+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\18_AR-1563_PNP.dgn

N/F

LEGEND

PROPOSED MILL AND OVERLAY

UTILITY POLE

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

(U.I.P.)

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

PROPOSED CONCRETE SIDEWALK

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

SCALE IN FEET

OLD REPUBLIC NATIONAL TITLE INS CO

SCALE: 1" = 20'

10' WIDE GAS ESMT

56+00

57+00

FH EXIST ROW

EXIST ROW

(U.I.P.) 12"

AT&T

12"

AT&T

12"

AT&T

CREVE COEUR MI LL RD

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

12O2-021S EX SAN MH T 561.64 FL NE 554.59

UTILITY POLE

FL SE 554.52 155+00 6"

UTILITY POLE

(U.I.P.)

UTILITY POLE W/RISER

157+00

156+00

W/LIGHT

(U.I.P.)

(U.I.P.) PULL BOX CATV

8" VCP

(U.I.P.)

GV (A.T.G.)

154+00

(U.I.P.) EXIST ROW

5' WIDE SIDEWALK

EXIST ROW

P L

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

B L SOUTH SIDE SIDEWALK

N/F HOME SFR Borrower IV, LLC

N/F

22804/2914

Daniel Z Morozovich

PRELI MI NARY

(U.I.P.)

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

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

P L

FL SW 544.78

CHAIN LINK FENCE

P L

T 549.61

48 34. PI253+

CURB INLET

(T.B.R.&R.)

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

P L

(T.B.R.&R.)

12O2-009D EX STM

WOOD FENCE

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

P L

WOOD FENCE

254+51

8" VCP

T. S. C. L .

(U.I.P.)

254+00

SERVICE LINE

P.S.E.

P L

TELE PED.

5' WIDE ESMT

21680/2789

N/F

Kevin Levells

Raymond E & Mary Ann Hecke

Sweet Home MO LLC

11919/2390

6517/1774

22386/2812

N/F

Jason E Hatfield

Mark & Fern Zimerman

Tamara Strehl

17225/4516

11218/932

21664/945

12O521131 12O520882

12O520891

2666 CREVE COEUR MILL RD

2670 CREVE COEUR MILL RD

NO TITLE COMMITMENT

12O520901

12O520910

12O610954

2674 CREVE COEUR MILL RD

2678 CREVE COEUR MILL RD

2682 CREVE COEUR MILL RD

NO TITLE COMMITMENT

PROVIDED

Old Republic National Title Ins Co NO TITLE COMMITMENT

Effective Date 04-23-2018

PROVIDED

580

MATCHLI NE C.L. STA 58+01.29

EXIST. 574.40

PROP. 574.19

EXIST. 574.19

PROP. 573.95

EXIST. 573.97

PROP. 573.72

EXIST. 573.75

PROP. 573.48

EXIST. 573.52

PROP. 573.24

PROP. 573.01

EXIST. 573.02

PROP. 572.64

EXIST. 572.64

PROP. 571.97

EXIST. 571.98

PROP. 571.30

EXIST. 571.32

PROP. 570.41

EXIST. 570.45

PROP. 569.21

EXIST. 569.37

PROP. 568.02

EXIST. 568.28

PROP. 566.82

EXIST. 567.08

PROP. 565.63

EXIST. 565.77

PROP. 564.43

EXIST. 564.47

PROP. 563.12

EXIST. 563.16

PROP. 561.75

EXIST. 561.86

PROP. 560.39

EXIST. 560.53

PROP. 559.03

EXIST. 559.21

EXIST. 573.27

57+00

560 20'

550

540

58+00

El ev=557.38

PVI254+00.85

El ev=551.31

PVI253+24.99

El ev=551.23

PVI253+19.99

570

5% . 1 3% 5. 1

253+00

550 DESIGNED:

TWC

PROP. 557.31

EXIST. 557.31

PROP. 555.71

EXIST. 555.76

PROP. 554.11

EXIST. 554.19

10' PROP. 552.51

530

56+00

10'

560

EXIST. 552.53

540

55+00

570

0% 8.

PROP. 551.23

550

580

SOUTH PROFILE AT BACK OF SIDEWALK

EXIST. 550.94

560

PROP. 548.18

570

54+00

MATCHLI NE C.L.STA 253+03.23

53+00

PROP. 557.66

EXIST. 557.88

PROP. 556.30

EXIST. 556.51

PROP. 554.94

EXIST. 555.13

PROP. 553.58

EXIST. 553.77

PROP. 552.45

540

EXIST. 552.48

550

PROP. 550.18

560

1/29/2021

NORTH PROFILE AT BACK OF SIDEWALK

MATCHLI NE C.L. STA 53+01.29

570

PROVIDED

DATE:

TRA N SPO RTA TIO N

Commitment File No 18-226450-KEE

T. 636 537 5585

12O520873 2662 CREVE COEUR MILL RD

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

12O520864 2658 CREVE COEUR MILL RD

CREVE COEUR M I LL ROAD

12280 CREVE COEUR RIDGE CT

PLAN AND PROFI LE SHEET 12 OF 15

55+00

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

54+00

PU BLIC W O RK S

1/ 29/ 2021

R.O.W.

CONSTRUCTI ON

C.L. (TYP.)

T.S.C.L.

NOT FOR

(U.I.P.)

5' WIDE SIDEWALK

RESURFACI NG

CHAIN LINK FENCE

12O & 12P

F. 636 537 0275

B L NORTH SIDE SIDEWALK

MSD BASE MAP:

Chest er f i el d,M i ssour i63017

EFFECTIVE DATE 03-27-2018

DESCRI PTI ON

PAR 13 COMMITMENT FILE NO 18-226431-KEE

20MSD-00522

REVI SI ONS

EFFECTIVE DATE 03-27-2018

APP.

10' WIDE PHONE ESMT

MSD:

NEW ROW

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

REV.DATE

PAVEMENT REMOVAL

6834D-21

PAR 11 COMMITMENT FILE NO 18-226429-KEE

T.S.C.L.

MATCHLI NE C.L.STA 158+00.00

PROPOSED CONCRETE REPAIR

PI57+ 85. 51

P.R.W.E.

P.D.E.

MATCHLI NE C.L.STA 153+00.00

E-W GATEWAY TIP NO.

54 94. PI54+

P.S.E.

6167/302 & 6167/303

99 65. PI56+

NEW R.O.W.

COUNTY PROJECT NO.

PATTONVILLE R-3 SCHOOL DISTRICT

254+00

DRAWN:

TWC

540 20'

CHECKED:

STS SHEET SEQUENCE:

530

19 OF

255+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\19_AR-1563_PNP.dgn

SEE SHEET 7

FL SE 566.52

P L NT ME T OMMI EC L T I NOT

NT ME T OMMI EC L T I NOT

DESCRI PTI ON

12O611188 D LR L URMI OE EC V E R 2C 1 7 2

D LR L URMI OE EC V E R 6C 1 7 2

PROVIDED

NT ME T OMMI EC L T I NOT

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

PROVIDED

8 1 0 2 7 2 2 E0 T EDA V I T C E F F E

1/29/2021 610

61+00

62+00

620

El ev=597.59

PVI262+87.48

El ev=596.54

PVI262+69.61

DRIVE

600 9% 5.

262+00

EXIST. 598.31

580

PROP. 597.15

20'

EXIST. 597.15

10' 590

600

590

580

570

63+00

SOUTH PROFILE AT BACK OF SIDEWALK

610

EXIST. 597.92

PROP. 596.64

EXIST. 596.67

EXIST. 591.52

PROP. 590.30

EXIST. 590.25

PROP. 589.03

EXIST. 588.99

PROP. 587.76

EXIST. 587.73

20'

60+00

DATE:

T. 636 537 5585

NT ME T OMMI EC L T I NOT

PROVIDED

D LR L URMI OE EC V E R 0C 2 7 2

12O611012

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

PROVIDED

12O611001

MATCHLI NE C.L. STA 63+01.51

PROP. 577.59

EXIST. 577.55

D LR L URMI OE EC V E R 8C 0 7 2

13017/211

10011/1595

TRA N SPO RTA TIO N

59+00

E C A L DP OR DF E 0B 8 2 2 1

K C NDI E SM HUF A DOUGL

620

610

CREVE COEUR M I LL ROAD

58+00

12O610990

22544/2269

N GE HA SD. R A L

10'

PROP. 578.39

570

12O610981

EHUNN I R AMA L NGE &A

N/F

NORTH PROFILE AT BACK OF SIDEWALK

EXIST. 578.47

JESSICA ADELE CT (PRIVATE)

PROP. 576.47

EXIST. 576.47

PROP. 576.27

PROP. 575.89

EXIST. 575.74

PROP. 575.52

EXIST. 575.44

PROP. 575.15

EXIST. 575.10

PROP. 574.81

EXIST. 574.81

PROP. 574.61

EXIST. 576.30

PROVIDED

EXIST. 574.61

PROP. 574.40

NT ME T OMMI EC L T I NOT

20678/694

PROP. 586.50

NT ME T OMMI EC L T I NOT

Y NE HI L E RMC E F NNI E D&J I V DA

EXIST. 586.47

NO TITLE COMMITMENT

E C A L DP OR DF E 1B 8 2 2 1

LHUNN E HA C RMI HE OP T S I HR C

O) TT C E J UB S (

PROP. 585.23

D LR L URMI OE EC V E R 6C 8 6 2

N/F

EXIST. 585.22

2682 CREVE COEUR MILL RD

12O610972

4 9 1 / 0 1 0 2 4&2 0 4 / 7 2 1 4

N/F

) 4 2 1 3 / 8 9 2 1 D2 E NDE E B (

PROP. 581.76

12O610963

17538/3124

EXIST. 581.65

12O610954

DA E L L I SV UI L

PROP. 580.63

14790/3219

R E L L NWA Y HR T A K

EXIST. 580.56

A J E I OZ NAM K ONT&GI NT A

21664/945

N/F

38 39

N/F

PROP. 579.51

Tamara Strehl

B ED FOR D

N/F

EXIST. 579.49

N/F

P L

(U.I.P.)

P L

FL E 566.65

P L

FL W 566.93 FL N 566.69

PLAN AND PROFI LE SHEET 13 OF 15

FL W 566.46

T 577.43

CONC.

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

EX STM MH

CURB INLET

T.S.C.L.

PU BLIC W O RK S

T 578.07

262+70

B L SOUTH SIDE SIDEWALK

F. 636 537 0275

12O2-077D

REPLACE EXISTING DRIVEAY APPROACHES AND PARKING BETWEEN WITH NEW ASPHALT

EX STM

24" RCP

P L

(U.I.P.)

12O2-027D

P L

RCP

1/ 29/ 2021

FL SE 571.95

(U.I.P.)

C.L. (TYP.)

(U.I.P.)

FL NE 571.99

PROP. 584.01

(U.I.P.)

WV (U.I.P.) 24"

(U.I.P.) CO

T 578.64

EXIST. 583.99

FL SE 567.64

UTILITY POLE

EX SAN MH

PROP. 582.88

FL SW 566.36

REPLACE 7.0' OF DRIVEWAY APPROACH (MATCH EXISTING)

FL N 568.05

CONC. EXIST ROW

CONSTRUCTI ON

NOT FOR

8" VCP

(U.I.P.)

EXIST. 582.82

T 573.64

FL E 566.68

MATCHLI NE C.L. STA 58+01.29

(R)

12O2-025S

8" VC P

CURB INLET

T 574.55

(U.I.P.)

21 " RC P

EX STM

EX SAN MH

580

CONC. CURB

(U.I.P.) 12O2-026D

ASPH

PULL BOX CATV

8" VCP

(U.I.P.)

162+00

POLE

(U.I.P.)

(U.I.P.) UTILITY POLE

Chest er f i el d,M i ssour i63017

W/RISER

UTILITY

EXIST ROW

PROVIDED

590

161+00

UTILITY POLE

CONC. CURB

RESURFACI NG

160+00

(MATCH EXISTING)

600

PRELI MI NARY

CREVE COEUR MI LL RD

2" 1

PROP. 595.37

W/RISER

(U.I.P.)

REPLACE EXISTING DRIVEWAY APPROACHES AND PARKING BETWEEN WITH NEW ASPHALT

610

2" 1

2 1

2" RCP 1

2" 1

EXIST. 595.43

A T &

W/LIGHT

12O2-020S

G U Y PO L E

REVI SI ONS

(U.I.P.) "

21" RCP

15" RC P

159+00

8" VCP

62+00

ASPH

UTILITY POLE

CONC. CURB

T D

CURB INLET

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

EX STM

61+00

SERVICE LINE

2 °

(R)

AT&T

SERVICE LINE

ASPHALT CURB 12O2-078D

12"

5 3

12"

(A.T.G.)

PROP. 594.10

6 "

AT&T

AT&T-D

(U.I.P.)

88. 48 PI1 59+

AT&T

(R)

GUY WIRE

AT&T PULLBOX

AT&T

(R)

12O & 12P

APP.

MSD BASE MAP:

EXIST ROW

(A.T.G.)

12" RCP 60+00

CONC. CURB

C.L. (TYP.)

(A.T.G.)

20MSD-00522

TELEPHONE M.H.

MSD:

REV.DATE

5' WIDE SIDEWALK

6834D-21

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

(A.T.G.)

R C P

PAVEMENT REMOVAL

MATCHLI NE C.L.STA 262+99.25

D AT&T-

E-W GATEWAY TIP NO.

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

FL S 568.11

EXIST ROW

STP 5526(646) SCALE IN FEET

MATCHLI NE C.L.STA 163+00.00

FL NW 568.45

P.D.E.

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

FEDERAL PROJECT NO.

STA 162+78.97 17.50'W R.E.

T 577.60

T.S.C.L.

AR-1563

PI63+ 01 . 51

B L NORTH SIDE SIDEWALK

2 1 4 1 1 O6 2 1 7RNO1 A P D LR L URMI OE EC V E R 5C 1 7 2

PROPOSED CONCRETE REPAIR

EXIST. 594.14

15" RC P

K DEWAL CONC.SI

EXIST ROW

(A.T.G.)

EX STM DBL CURB INLET

D LR L URMI OE EC V E R 1C 0 7 2

FL NE 572.80 2 1 "

CONC. CURB

FL N 571.05

. R E C I F HOF C HUR YAC DB GNE I SS HWA C 7WHI 4 G3 0P 5 B3 12O2-076D ONP

K DEWAL CONC.SI

59+00

FL S 571.12

(U.I.P.)

COUNTY PROJECT NO.

SCALE: 1" = 20'

PROP. 592.83

ASPH

(U.I.P.)

T.S.C.L.

10' WIDE GAS ESMT

T 574.76

FL SW 571.15

P.R.W.E.

EXIST. 592.82

CHAIN LINK FENCE

R.O.W.

FL SE 571.18

2" RCP 1

MATCHLI NE C.L.STA 158+00.00

10' WIDE PHONE ESMT

)

(U.I.P.)

FL S 571.84

8 9.0 +3 . 159 C .E A ST 'W .50 24

FL NE 571.58

FL NE 571.32

D LR L URMI OE EC V E R 5C 9 6 2 5 0 3 0 3 O6 2 1 6RNO1 A P

PROPOSED CONCRETE SIDEWALK

P.S.E.

2 4 0 0 3 O6 2 1 5RNO1 A P

PI62+ 06. 26

T 577.20

CURB INLET

PAR 13 COMMITMENT FILE NO 18-226431-KEE EX STM AREA INLET EFFECTIVE DATE 03-27-2018 T 575.50

32 05. PI59+

EX STM

12O2-079D

EFFECTIVE DATE 03-27-2018

(U.I.P.)

12O2-080D

T 577.09

. 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

NEW R.O.W.

PROP. 591.57

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

EX STM

ASPHALT CURB

12O2-081D CURB INLET

IV A

PAR 11 COMMITMENT FILE NO 18-226429-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

N PROPOSED MILL AND OVERLAY

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

+ 74. 52 PC 1 61

OLD REPUBLIC NATIONAL TITLE INS CO

) , 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

PI60+ 86. 22

8 1 0 2 3 0 5 E0 T EDA V I T C E F F E

(U.I.P.)

P L

PAR NO 13 - 120520929 2595 CREVE COEUR MILL RD

FL SW 575.12

PI59+ 66. 54

E E K 2 3 4 6 2 2 8 ENO1 L I NTF ME T OMMI C

P L

PAR NO 12 - 120530041 2497 CREVE COEUR MILL RD

2644 JESSICA ADELE CT

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

FL NE 580.44

LEGEND

S OUI NTL I A S HC HUR EC C A GR

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

PAR NO 11 - 120510533 2485 CREVE COEUR MILL RD

T 584.13

RC P

12O630222

DBL CURB INLET

18 "

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

6167/302 & 6167/303

(P R

PATTONVILLE R-3 SCHOOL DISTRICT

SM T R E ATE E W

4 9 0 5 / 3 9 2 9 C1 L LL L I NDF A MPL HA MOC I S E I

N/F

EX STM

06 43. PI59+

N/F

A SIC JE S

D WI 10'

PARCEL 14 - N/F

600 DESIGNED:

TWC DRAWN:

TWC

590 CHECKED:

STS SHEET SEQUENCE:

580

20 OF

263+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\20_AR-1563_PNP.dgn

N/F

CONC

FL NE 588.57

(U.I.P.)

FL SW 588.65

(U.I.P.)

166+00

167+00 UNCLOG EXISTING INLET

(A.T.G.) EX STM

UTILITY POLE

8" VCP TRAFFIC

UTILITY

W/LIGHT

UTILITY POLE

FULL OF DEBRIS

UTILITY POLE

(A.T.G.)

(U.I.P.)

T 594.51

(U.I.P.)

PULL BOX

POLE

(U.I.P.)

DBL CURB INLET

W/RISERS

8" VCP

UTILITY POLE

W/LIGHT

(U.I.P.)

1 2" RCP 1 2" RCP

CONC

N/F

N GE HA SD. R A L

STUART EARL OTTOLINI

ELIANE STEIMEL, TRUSTEE

DAMIEN WHITE

13017/211

22267/253 & 16019/2192

21365/867

22768/2649

12O611188

12O611199

12O611232

12O611243

D LR L URMI OE EC V E R 0C 2 7 2

2724 CREVE COEUR MILL RD

2728 CREVE COEUR MILL RD

2732 CREVE COEUR MILL RD

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

OLD REPUBLIC NATIONAL TITLE INS CO

COMMITMENT FILE NO 18-226448-KEE

COMMITMENT FILE NO 18-226447-KEE

COMMITMENT FILE NO 18-226446-KEE

8 1 0 2 7 2 2 E0 T EDA V I T C E F F E

EFFECTIVE DATE 04-11-2018

EFFECTIVE DATE 02-27-2018

N/F

FL SE 595.70 FL SW 595.57

(A.T.G.)

LEGEND

EX STM CURB INLET T 600.53 FL NE 596.23

(U.I.P.) B L SOUTH SIDE SIDEWALK

PROPOSED MILL AND OVERLAY

NEW R.O.W.

ASPH

2 6 7 + 0 0 C.L. (TYP.) P L

T 603.64

T.S.C.L.

STA 166+59.11 R.E. 18.75'W

(U.I.P.) 5' WIDE SIDEWALK

V C P

87 36. PI266+

BLOCK WALL

12O2-027S EX SAN MH

0 0 + 6 6 2

STA 165+77.23 R.E. 11.25'W

WALL

(U.I.P.)

SERVICE LINE

WALL

(U.I.P.)

0 0 + 5 6 2

T. S. C. L .

STA 165+15.97 R.E. 9.75'W

P L

C.L. (TYP.)

BLOCK

P L

STA 163+96.05 R.E. 12.50'W

(U.I.P.)

STA 164+54.98 R.E. 12.0'W

BLOCK

CONC

P L

(U.I.P.)

2 6 4 + 0 0

T. S. C. L .

WALL

P L

BLOCK

CONC

PI264+ 08. 99

STA 163+37.11 R.E. 16.0'W

T. S. C. L .

ASPH

ELEC METER

STA 167+05.95 R.E. 37.75'W

(U.I.P.)

ASPH

EXIST ROW

P.R.W.E.

PROPOSED CONCRETE REPAIR

T.S.C.L.

PAVEMENT REMOVAL

N/F 22064/3429 & 22064/3435 12O611441

TEL E J B

12235 MCKELVEY ROAD

TEL E TEL E J J B B

OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-228817-KEE EFFECTIVE DATE 04-24-2018

18793/940

12O611403

2736 CREVE COEUR MILL RD OLD REPUBLIC NATIONAL TITLE INS CO

SCALE IN FEET

COMMITMENT FILE NO 18-226445-KEE EFFECTIVE DATE 04-11-2018

P.D.E.

EFFECTIVE DATE 02-27-2018

(U.I.P.)

ALLIANCE PETROLEUM LLC

ONOFRIO SERRA & LUCREZIA SERRA, TRUSTEES

PROPOSED CONCRETE SIDEWALK

GUY WIRE

(U.I.P.)

N/F

P.S.E.

EXI ST ROW

P. S. E.

DATE:

1/29/2021

SCALE: 1" = 20'

NORTH PROFILE AT BACK OF SIDEWALK

263+00

265+00

266+00

267+00

El ev=595.90

El ev=595.77

EXIST. 592.90

EXIST. 593.75

EXIST. 594.36

EXIST. 595.38

PROP. 596.23

3. 3% EXIST. 596.25

DRIVE PROP. 597.04

EXIST. 597.04

PROP. 598.05

EXIST. 598.10

PROP. 599.26

EXIST. 599.26

PROP. 600.31

EXIST. 600.46

PROP. 601.20

EXIST. 601.32

PROP. 602.20

EXIST. 602.28

PROP. 602.64

EXIST. 603.02

PROP. 603.45

EXIST. 603.50

PROP. 603.93

EXIST. 603.93

PROP. 604.34

EXIST. 604.34

PROP. 604.45

EXIST. 604.55

PROP. 604.44

EXIST. 604.44

PROP. 604.31

EXIST. 604.32

PROP. 603.99

EXIST. 604.03

PROP. 603.56

EXIST. 603.57

PROP. 603.05

PROP. 602.31

EXIST. 602.31

PROP. 601.48

EXIST. 603.05

264+00

PVI267+32.24

PVI267+28.20

4. 0%

MATCHLI NE C.L. STA 68+02.03

610

600

590

580

68+00

SEE MCKELVEY PROJECT PLANS

6. 2%

DRIVE EXIST. 601.47

PROP. 600.59

EXIST. 600.57

PROP. 599.49

EXIST. 599.48

DRIVE

5. 8%

El ev=597.45

El ev=600.70

1 . 5% 4. 9%

DRIVE

El ev=600.75 PVI266+32.00

PVI266+29.00

PVI265+97.14

El ev=602.55

El ev=602.34

5. 0%

DRIVE

8% 5.

PVI265+83.40

5. 0% 2. 6% 1 . 5%

El ev=598.79

2. 1 %

El ev=602.85

PVI265+71.90

El ev=603.55

PVI265+58.01

El ev=604.34

PVI265+20.53

0. 7%

El ev=599.75

0. 4%

El ev=604.40

PVI265+10.52

El ev=604.49

PVI264+89.23

0.6%

PVI266+51.55

6% 0.

% 1 . 1

El ev=604.47

PVI264+85.04

El ev=604.33

PVI264+61.41

El ev=604.20

PVI264+49.19

3% 2.

PVI266+68.07

5% . 1

El ev=603.74

PVI264+28.82

El ev=603.67

PVI264+24.43

PVI264+02.57

El ev=603.14

5% 2.

EXIST. 592.53

67+00

PVI266+89.73

2% 4.

2% 5.

El ev=602.72

PVI263+89.92

PVI263+45.72

El ev=600.06

PVI263+29.78

El ev=600.88

3% 3.

PROP. 593.69

EXIST. 593.64

PROP. 594.62

EXIST. 594.64

PROP. 595.55

EXIST. 595.57

PROP. 596.47

EXIST. 596.55

PROP. 597.40

EXIST. 597.54

PROP. 598.33

EXIST. 598.53

PROP. 599.26

EXIST. 599.54

PROP. 600.19

EXIST. 600.43

PROP. 601.11

EXIST. 601.24

66+00

MATCHLI NE C.L.STA 268+00.60

65+00

PROP. 602.04

EXIST. 602.04

PROP. 602.49

EXIST. 602.61

PROP. 602.94

EXIST. 603.16

PROP. 603.38

EXIST. 603.58

PROP. 603.82

EXIST. 603.97

PROP. 604.14

EXIST. 604.17

PROP. 604.04

EXIST. 604.19

PROP. 603.94

EXIST. 604.04

PROP. 603.85

EXIST. 603.85

PROP. 603.31

EXIST. 603.45

64+00

SOUTH PROFILE AT BACK OF SIDEWALK

PROP. 598.32

MATCHLI NE C.L.STA 262+99.25

63+00

PROP. 602.77

EXIST. 603.06

PROP. 602.23

EXIST. 602.28

PROP. 601.31

EXIST. 601.29

PROP. 600.31

580

EXIST. 600.25

590

PROP. 599.17

600

20'

EXIST. 599.18

610

620

10'

PROP. 597.91

MATCHLI NE C.L. STA 63+01.51

620

1/ 29/ 2021

165+00

FL N 588.73

FL NE 591.05

268+00

620

610

PLAN AND PROFI LE SHEET 14 OF 15

164+00

T 594.07

FL N 591.21

CONSTRUCTI ON

" 5

EX STM MH

T 597.02

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

26" °23' 91

EX STM MH

PU BLIC W O RK S

° 9 8

'4 8 0

(U.I.P.)

NOT FOR

(U.I.P.)

SERVICE LINE

FL SW 595.87

LL RD CREVE COEUR MI

SERVICE LINE

FL NE 596.09

W/LIGHT

F. 636 537 0275

SERVICE LINE

T 599.24

UTILITY POLE

SERVICE LINE

CURB INLET

12"

5' WIDE SIDEWALK

SERVICE LINE

EX STM

12"

2" RCP 1

Chest er f i el d,M i ssour i63017

1 2"

1 2" R CP

12"

12" 12"

MCI

AT&T

D AT&T-

02 43. 66+ PRC1

D AT&T-

(A.T.G.)

AT&T

D AT&T-

AT&TD

D AT&T-

TRA N SPO RTA TIO N

D AT&T-

T AT&

AT&T

D AT&T-

PRELI MI NARY

D AT&T-

00 8+ 6

T. 636 537 5585

AT&T-D

AT&T

" 2

2" 1 AT&T

FL SW 592.74

580

TT TT D AT&T-

D AT&T-

(A.T.G.)

EXI ST ROW

12O & 12P

(A.T.G.)

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

2" 1

PULLBOX

D AT&T-

MSD BASE MAP: MCI PULLBOX

RESURFACI NG

D AT&T-

FIBER OPTIC

0 0 + 7 6

(A.T.G.)

0 0 + 6 6

D AT&T-

AT&T

FL NE 592.77

590

(A.T.G.)

20MSD-00522

(U.I.P.)

D AT&T-

AT&TD

T 598.19

600

ELECTRIC PULLBOX

0 0 + 5 6

0 0 + 4 6

RCP 2" 1

C.L. (TYP.)

PULL BOX

MSD:

DESCRI PTI ON

C.L. (TYP.)

EX SAN MH

610

TRAFFIC

10" TREE

6834D-21

8" RC P

(U.I.P.)

EFFECTIVE DATE 02-27-2018

FL S 592.24

(U.I.P.)

PAR 20 COMMITMENT FILE NO 18-226438-KEE EFFECTIVE DATE 03-13-2018

" 2

LANDSCAPE AREA

PAR 19 COMMITMENT FILE NO 18-226437-KEE EFFECTIVE DATE 02-27-2018

B L NORTH SIDE SIDEWALK

OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226439-KEE

T 597.19

OLD REPUBLIC NATIONAL TITLE INS CO PAR 18 COMMITMENT FILE NO 18-226436-KEE EFFECTIVE DATE 03-04-2018

T 603.23 FL SW 599.58

(U.I.P.) EX STM GRATE INLET

(U.I.P.)

12O2-026S

620

PAR NO 20 - 12O630323

E-W GATEWAY TIP NO.

FL=592.26

2747 CREVE COEUR MILL RD

CURB INLET

(U.I.P.)

AT &T -D

2743 CREVE COEUR MILL RD

PAR NO 21 - 12O630163 2777 CREVE COEUR MILL RD

CREVE COEUR M I LL ROAD

ON PB 350 PG 347 WHICH WAS SIGNED BY A CHURCH OFFICER.

TOP=597.11

REVI SI ONS

VACATED ROAD, THIS SURVEY SHOWS THE LOCATION AS DEPICTED

PAR NO 19 - 12O630295

GRATE INLET

STP 5526(646)

APP.

THE FORMER LOCATION OF PENN JUNCTION ROAD IS SUBJECT TO VARIABLE INTERPRETATIONS IN VARIOUS RECORD SOURCES. GIVEN THAT

2723 CREVE COEUR MILL RD

13812/1482

RECORDED AT 14693/2709. THE CHURCH OWNS ADDITIONAL PROPERTY TO THE NORTH, EAST & WEST.

EX STM

AT&T PULLBOX

SERVICE LINE

MATC HLI NE C.L.STA 163+00.00

IN THE VILLAGE OF CHAMP VACATED PER ORDINANCE

THE CHURCH APPEARS TO OWN ALL PROPERTIES ADJOINING THE

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

EXIST ROW

PAR 20 IS THE EASTERN PART OF FORMER PENN JUNCTION RD

PAR NO 18 - 12O630284

FEDERAL PROJECT NO.

10216/1132

REV.DATE

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

SITUATED IN THE VILLAGE OF CHAMP.

(& GRACE WORLD OUTREACH CHURCH)

(U.I.P.)

PAR 19 IS THE PORTION OF PRIOR DEED 9222/1143

AR-1563

(GRACE WORLD OUTREACH CENTER,)

MATCHLI NE C.L.STA 168+00.00

2 1 4 1 1 O6 2 1 7RNO1 A P D LR L URMI OE EC V E R 5C 1 7 2

ROAD VACATIONS 14693/2709 & 15434/962

COUNTY PROJECT NO.

(FORMERLY NAMED GRACE CHRISTIAN CENTER,)

12" RCP

PI63+ 01 . 51

PULL BOX AT&T

DE CELL ACC ESS 15'W I TY ESMT LI & UTI

D LR L URMI OE EC V E R 1C 0 7 2

9222/1143 & 13812/1482

VACATED PER ORDINANCE RECORDED AT 15434/962.

PI65+ 23. 07

5 0 3 0 3 O6 2 1 6RNO1 A P

(GRACE WORLD OUTREACH CENTER, & GRACE WORLD OUTREACH CHURCH)

WITH THE EASTERN PART OF FORMER PENN JUNCTION RD

01 7. 1 PI65+

D LR L URMI OE EC V E R 5C 9 6 2

30 76. PI63+

2 4 0 0 3 O6 2 1 5RNO1 A P

(FORMERLY NAMED GRACE CHRISTIAN CENTER,)

GRACE CHURCH - SAINT LOUIS

P L

P L N I D MT OA ES N R N O O I TY TI AT LI I NC AC UT JU V C I N N I BL EN D P PU VE O R ER I PR RES

(U.I.P.)

38 . 1 1 PI65+

W/RISER

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

PAR 18 IS THE PORTION OF PRIOR DEED 9222/1143 SITUATED IN THE CITY OF MARYLAND HEIGHTS ALONG

35 05. PI65+

UTILITY POLE

N I D MT OA ES N R N O O I TY T I AT LI I NC AC UT JU V C I N N I BL EN D P PU VE O R ER I PR RES

) , 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

N/F

GRACE CHURCH - SAINT LOUIS

38 74. PC 67+

N/F S OUI NTL I A S HC HUR EC C A GR

600 DESIGNED:

TWC DRAWN:

TWC

590 CHECKED:

STS 10'

SHEET SEQUENCE:

580

21 OF

20'

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\21_AR-1563_PNP.dgn

LI GH T CONC. CURB (U.I.P.)

TRAFFIC SIGNAL

T 589.90

CONTROL BOX

FL NE 581.16

(U.I.P.)

FL SW 581.16

(U.I.P.)

(U.I.P.) CONC.

ASPHALT 12O611320

B SIDE GU L SOUTH Y WI RE SIDEWALK

3056 MCKELVEY ROAD

COMMITMENT NO 180286 CONC. CURB EFFECTIVE DATE 03-14-2018

ASPHALT

TE L E J B

FIRST AMERICAN TITLE INSURANCE CO

(U.I.P.)

(ALSO AR-1718 PARCEL 47)

TE L E J B

78 38. PI72+

M OD

12O620142

5' WIDE SIDEWALK

3072 MCKELVEY ROAD

C.L. (TYP.)

DESCRI PTI ON

OT LO C IN T AL ER S RD T A TE (IN DR I-27 0 R OW )

T M E S E R A T W E ID ' W

73 63. + PI71

49 99. PT 70+

18793/952

271+00

10320/2198

OLD REPUBLIC NATIONAL TITLE INS CO ASPHALT CURB

COMMITMENT FILE NO 18-226444-KEE

(U.I.P.)

EFFECTIVE DATE 02-27-2018

EXI ST ROW

SCALE IN FEET

DATE:

1/29/2021

SCALE: 1" = 20'

610

NORTH PROFILE AT BACK OF SIDEWALK

COMMERCIAL DRIVE

TRA N SPO RTA TIO N

590

268+00

PROP. 590.87

EXIST. 590.80

PROP. 590.76

EXIST. 590.93

PROP. 590.24

EXIST. 590.37

PROP. 589.73

EXIST. 589.75

20'

570

73+00

SOUTH PROFILE AT BACK OF SIDEWALK SEE MCKELVEY PROJECT PLANS

COMMERICAL DRIVE

1 . 5%

0.5%

0% 8.

0.1%

8. 0%

El ev=592.45

PVI272+82.65

El ev=590.53

PVI271+67.02

El ev=590.46

PVI271+41.02

El ev=590.07

600

7% . 1

0.3%

5% . 1

0.4%

3% . 1

PVI271+14.51

El ev=589.99

PVI270+96.30

El ev=589.87

PVI270+69.34

El ev=589.53

PVI270+42.02

El ev=589.66

PVI270+40.35

El ev=589.50

El ev=589.19 PVI270+08.27

PVI270+04.37

El ev=589.15

PVI269+69.42

El ev=589.45

PVI269+49.88

610

PLAN AND PROFI LE SHEET 15 OF 15

72+00

RESURFACI NG

PROP. 589.16

580

CREVE COEUR M I LL ROAD

71+00

EXIST. 589.19

PROP. 588.57

EXIST. 588.69

PROP. 588.00

EXIST. 588.02

PROP. 587.72

EXIST. 587.86

PROP. 587.44

EXIST. 587.49

PROP. 587.29

EXIST. 587.23

PROP. 587.21

EXIST. 587.18

PROP. 587.12

EXIST. 587.16

PROP. 587.31

EXIST. 587.44

PROP. 587.53

EXIST. 587.66

PROP. 587.81

EXIST. 587.91

PROP. 588.47

EXIST. 588.58

EXIST. 589.06

EXIST. 588.98

EXIST. 589.63

EXIST. 590.11

EXIST. 591.05

EXIST. 591.17

EXIST. 589.58

70+00

1/ 29/ 2021

GAS PUMPS

ONOFRIO SERRA & LUCREZIA SERRA, TRUSTEES

(U.I.P.)

CONSTRUCTI ON

T. S. C. L .

0 0 + 2 7 2

PARCEL - 29 N/F WILLIAM & CYNTHIA CANTRELL

OVERHANG OVER

BOX AT&T

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

P. S. E.

69+00

590 DESIGNED:

TWC

269+00

270+00

271+00

272+00

PROP. 592.41

EXIST. 592.41

PROP. 592.07

EXIST. 592.09

PROP. 591.74

EXIST. 591.78

PROP. 591.41

EXIST. 591.50

PROP. 591.08

EXIST. 591.23

PROP. 590.75

EXIST. 590.97

PROP. 590.51

EXIST. 590.72

PROP. 590.44

EXIST. 590.50

PROP. 590.15

EXIST. 590.38

PROP. 590.01

EXIST. 590.15

PROP. 589.92

EXIST. 589.93

PROP. 589.75

EXIST. 589.76

PROP. 589.66

EXIST. 589.59

PROP. 589.56

EXIST. 589.99

PROP. 589.18

EXIST. 589.40

PROP. 589.16

EXIST. 589.35

PROP. 589.29

EXIST. 589.39

EXIST. 589.55

EXIST. 589.34

EXIST. 589.54

EXIST. 589.86

EXIST. 590.29

10' EXIST. 590.87

570

2 7 0 + 0 0

PARCEL - 26 N/F

33 3+ 7 2

SI G N A

T&T 0 0 3+ 7 2 PULL

10'

EXIST. 591.77

580

(A.T.G.)

K DEWAL CONC.SI

ASPHALT

EX STM MH

W O R

(U.I.P.)

PULL BOX

NOT FOR

(U.I.P.)

T S I X E

(R)

TRAFFIC

(U.I.P.)

CONC. CURB

COMMERCIAL DRIVE

MATCHLI NE C.L.STA 268+00.60

590

(U.I.P.)

PULL BOX TRAFFIC

PRELI MI NARY

PULL BOX

68+00

600

CONC. CURB

(U.I.P.)

CONC. CURB

SEE MCKELVEY PROJECT PLANS

EXIST. 591.99

570

610

FL SW 580.77

(U.I.P.)

600

PROP. 592.76

580

MATCHLI NE C.L. STA 68+02.03

590

FL N 580.77

UT I LI TY P W/ OLE RI SE W/ R ME TE R

610

600

T 588.52

CONC. CURB

PU BLIC W O RK S

R C P

(U.I.P.)

GRATE INLET

12O & 12P

F. 636 537 0275

FL SW 586.73

12 "

EFFECTIVE DATE 04-24-2018

84°50' 33"

EX STM

UT I LI TY P W/ OLE RI SE R

MSD BASE MAP:

Chest er f i el d,M i ssour i63017

COMMITMENT FILE NO 18-228817-KEE

P RC

TRAFFIC

29 3+ 7 1

L RD L I M COEUR E V E CR

171+00

20MSD-00522

T. 636 537 5585

FL E 586.03

(U.I.P.)

MSD:

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

FL W 586.65 OLD REPUBLIC NATIONAL TITLE INS CO

CONC. CURB

(U.I.P.)

END CONST. STA 172+98.10

0 0 + 2 7 1

89°39' 41 "

PI270+ 04. 55

T 591.80

FL SW 582.07

CONC. SI DEWAL K

CURB INLET

2" 1

(U.I.P.)

0 0 3+ 7 1

R C

12235 MCKELVEY ROAD

EX STM

(A.T.G.)

TELEPHONE M.H.

1 7 0 + 0 0

STA 169 +85.23 34 .0'W C .E.

UT (U.I.P.) I LI TY P LE W/ O CONC. CURB RI SE R (U.I.P.)

12 "

PULL BOX 8" (U.I.P.) PV C

12O611441

ASPHALT

(A.T.G.)

FL NE 582.25

STA 171+34 .24 R.E. 51.50'W

TRAFFIC

22064/3429 & 22064/3435

FL SW 584.47

CONC.

RC P

TELE M.H.

N/F ALLIANCE PETROLEUM LLC

2 6 9 + 0 0

(U.I.P.)

20"

PI26 8+ 26. 1 0

T 588.57

FL SW 582.99

T 586.70

15"

RD O

FL SE 587.75

FL NE 583.17

(U.I.P.)

V EY

CONC. CURB

GV (U.I.P.)

(U.I.P.)

M CK E L

FL W 587.83

(A.T.G.)

GRATE INLET

CURB INLET

TI LI W/ TY P RI OL SE E R

CONC.

P 8" V C

S I

T 591.95

(U.I.P.)

PC 1 69+ 68. 51

PT 1 68+ 88. 98

(U.I.P.)

X E

CURB INLET

FL SW 578.88

EX STM

T 587.34

(A.T.G.)

(U.I.P.) U

" 2

FL S 584.35

PULL BOX

4 1'

FL NW 586.35

WI RE

1 2" R CP

EX STM

FL S 579.82

(U.I.P.)

1 6 9 + 0 0 CONC.

TRAFFIC

EX STM CURB INLET

T 589.79

" 8

EX SAN MH

7 2 + 0 0

2" RCP 1

6834D-21

REVI SI ONS

20"

P RC 2" 1

° 9 8

M ATC H LI NE C . L.STA

(U.I.P.)

GU Y

FL NW 582.71 (12" RCP)

FL NE 578.03

AT&T

0 0 + 1 7

E-W GATEWAY TIP NO.

37 3+ 7

0 0 3+ 7

FL NE 579.37

FL SW 581.87

(U.I.P.)

AT&T

T 588.13

FL N 568.56

FL SW 587.22

D TAT&

K DEWAL I CONC.S

CLEANOUT

T 588.32

FL NE 583.71

AT&T-D

EX STM MH

12O2-048S

ST ROW EXI

&T AT

MCI

1 2" RCP

(U.I.P.)

" 20

(U.I.P.)

CONC. CURB

6' WIDE SIDEWALK

AT&T

CONC. SIDEWALK

12" RCP

20"

D AT&T-

70+00

1 2" RCP

(U.I.P.)

ASPHALT 20"

MCI

SI G N

24" RCP

FL N 585.47 (12" RCP)

WATER ESMT

CONC.

C.L. (TYP.)

STP 5526(646)

APP.

20"

T 591.77

(U.I.P.)

. L C. S. T.

ASPHALT

20"

EX STM MH

TELEPHONE PEDESTAL

MCI

AT&T

T 592.16

(U.I.P.)

FEDERAL PROJECT NO.

WV (U.I.P.)

ASPHALT CURB

AR-1563

REV.DATE

CO NC .

EFFECTIVE DATE 02-27-2018

PI72+ 1 6. 52

PD E I DE S L C

(A.T.G.)

PAR 25 COMMITMENT FILE NO 18-226443-KEE

MCI

DBL CURB INLET

(A.T.G.)

FL SE 584.99 (12" RCP)

AS PH AL T

AT&TD

EX STM

FL S 587.91 (12" RCP)

5' WIDE SIDEWALK

B L NORTH SIDE SIDEWALK

OLD REPUBLIC NATIONAL TITLE INS CO

COUNTY PROJECT NO.

20"

1 2" RCP

6 9 + 0 0

EX STM

P.S.E.

3063 MCKELVEY ROAD

07 83. 72+ PT 2

AT&T

1 2"

MCI

EFFECTIVE DATE 02-27-2018

T 588.54

(U .I AT .P &T-D .)

D AT&T-

PAR 24 COMMITMENT FILE NO 18-226442-KEE

DBL CURB INLET

PAR NO 25 - 12O640306

85 . 71 72+ PT 1

AT&T

CONC.

P.D.E. OLD REPUBLIC NATIONAL TITLE INS CO

P L

D AT&T-

12" RCP

P.D.E.

10987/535

PAVEMENT REMOVAL

3055 MCKELVEY ROAD

STA 1 70+69 .10 56.25 'W C .E.

CONC.

EXI ST RO W

CONC. CURB

T.S.C.L.

PAR NO 24 - 12O640261

STA 170+3 1.20 55.0'W C.E.

MCI

EFFECTIVE DATE 04-03-2018

(U.I.P.)

DIRT DIGGER INVESTMENTS, LLC

PROPOSED CONCRETE REPAIR

10987/532

FL OVER 28' DEEP

PC 270+ 40. 33

168+00 .00

P.D.E.

EFFECTIVE DATE 02-27-2018

PAR 23 COMMITMENT FILE NO 18-226441-KEE

P.R.W.E.

DIRT DIGGER INVESTMENTS, LLC

PCC69+ 99. 1 0

P.S.E.

0 0 + 8 6

OLD REPUBLIC NATIONAL TITLE INS CO

PARCEL 24 - N/F

T 587.75 CNA

N/F

PROPOSED CONCRETE SIDEWALK

P.S.E.

EX STM MH

69 +7 3. 61

YA RD LI GH CONC. T

1 5 . 7 0 + 8 PT 6 4 3 . 2 1 + 8 6 PI

3009 CREVE COEUR MILL RD

PAR 22 COMMITMENT FILE NO 18-226440-KEE

P L

T.S.C.L.

PAR NO 23 - 12O630130

PROPOSED MILL AND OVERLAY

STA 171+4 0.50 C.E. 50.50'W

SLC P TSE

3005 CREVE COEUR MILL RD

18" R C

OLD REPUBLIC NATIONAL TITLE INS CO COMMITMENT FILE NO 18-226439-KEE YA RD EFFECTIVE DATE 02-27-2018 LI GH T

G R A CE

2777 CREVE COEUR MILL RD

PAR NO 22 - 12O630152

NEW R.O.W.

20'W

PAR NO 21 - 12O630163

13812/1487

PI69+ 72. 99

(& GRACE WORLD OUTREACH CHURCH)

TO THE NORTH & WEST.

P DE

THE CHURCH OWNS ADDITIONAL PROPERTY

E SLC

13812/1482

P VC 8" MT MT ES ES EC S EL GA DE I 'W 20

10216/1132

(GRACE WORLD OUTREACH CENTER,)

LEGEND

P L

DE I 'W 10

(& GRACE WORLD OUTREACH CHURCH)

(FORMERLY NAMED GRACE CHRISTIAN CENTER,)

15'W I D

SITUATED IN THE VILLAGE OF CHAMP.

N/F GRACE CHURCH - SAINT LOUIS

(GRACE WORLD OUTREACH CENTER,)

CH U R C

(FORMERLY NAMED GRACE CHRISTIAN CENTER,)

GRACE CHURCH - SAINT LOUIS

POW ER

SEIS THE PORTION PARRI 22 OF DEED 13812/1487 EL R EC YA RD SITUATED IN THEPU CITY HEIGHTS. LL OF MARYLAND LI BO HT PAR 23 IS THE PORTION OF DEEDG 13812/1487 X

N/F

UT I LI TY P W/ OLE RI SE R

DRAWN:

TWC

580 20'

CHECKED:

STS SHEET SEQUENCE:

570

22 OF

273+00 N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\22_AR-1563_PNP.dgn

460

459

DRIVE STA 104+54.46 (COMMERCIAL) 1 . 5%

461

8% 2.

L=15.00' -1 2 . 8 %

459 462 462

1 . 0%

461

L=5.00'

B L B L

462 463

461 462

460

5% . 1

7% 2.

461

5% . 1

461

460

DRIVE STA 112+83.25 (COMMERCIAL)

5% . 1

0% 8.

0. 9%

DRIVE STA 109+91.42 (COMMERCIAL - POSSIBLE CLOSURE) 462 462

DRIVE STA 114+48.14 (COMMERCIAL)

B L

3. 7%

462

1 . 4% -0.0%

3. 1 %

DRIVE STA 113+92.99 (COMMERCIAL)

463

462

9% 3.

5' 461

460

NOT FOR

1/ 29/ 2021

CONSTRUCTI ON

463

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

464

F. 636 537 0275

% 1 7.

Chest er f i el d,M i ssour i63017

465

PRELI MI NARY

DRIVE STA 114+95.26 (COMMERCIAL) REV.DATE

463

T. 636 537 5585

El ev=463.58

PVI0+49.37

El ev=463.51

El ev=463.92

PVI0+50.99

El ev=464.00

PVI0+40.14

DESCRI PTI ON

REVI SI ONS APP.

464

SHEET 1 OF 6

463 465

DRI VEW AY PROFI LE

463

El ev=464.03

0.1%

PU BLIC W O RK S

464 0. 7%

TRA N SPO RTA TIO N

B L 1 . 7%

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

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 (COMMERCIAL-POSSIBLE CLOSURE)

El ev=462.08

465

PVI0+34.79

459

El ev=462.77

459

PVI0+34.97

460 PVI0+30.28

460

El ev=462.03

El ev=460.90

PVI0+50.04

462

El ev=461.38

El ev=461.77

El ev=462.34

PVI0+35.28

1 . 1 %

PVI0+31.55

4. 0% 1 . 5% PVI0+56.12

460 PVT 0+45.28

El ev=462.22

PVI0+42.78

1 . 5%

El ev=459.80

PVI0+51.12

0+40.28 El ev=462.26

PVC

1 . 9%

El ev=460.05

El ev=462.49

PVT 0+36.82

461

PVT 0+49.19

4% 2.

El ev=462.64

0% 4.

El ev=461.01

B L PVI0+34.32

-0.0%

PVI0+41.69

DRIVE STA 105+92.28 (COMMERCIAL)

El ev=461.12

461 El ev=462.20

PVI0+31.88

B L

El ev=462.67

2. 2%

0+34.19

462 0+31.82

463 El ev=462.73

463

PVC

464

El ev=461.20

458

PVI0+28.33

B L

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

B L

DATE:

1/29/2021

463

461

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\23_AR-1563_DP.dgn

464 465

0. 4% 0. 5%

463

DRIVE STA 115+07.46 (COMMERCIAL) 1 . 0% 1 . 0% -1 0. 3% 0. 8%

463

476 476 497

475 475 496

DRIVE STA 118+36.91 (COMMERCIAL)

B L

465

1' B L

464 5' 495 1 . 6%

% 1 . 1

494

DRIVE STA 122+60.22 (RESIDENTIAL)

5% . 1

2. 0% El ev=496.69

PVI0+44.57

17 .7 %

495

501

500

5% . 1

499

L=5.00'

498

DRIVE STA 123+70.18 (COMMERCIAL - REPLACED UP TO ROW)

498

0% . 1

496

L=5.00'

DRIVE STA 123+22.87 (COMMERCIAL-REPLACED TO UP TO ROW) 495

495

% 1 . 1

494

24 OF

1/ 29/ 2021

CONSTRUCTI ON

6% 0.

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

486

NOT FOR

DRIVE STA 124+28.67 (RESIDENTIAL)

F. 636 537 0275

APP.

DESCRI PTI ON

REVI SI ONS

El ev=502.11

PVI0+33.84

504

Chest er f i el d,M i ssour i63017

501

PRELI MI NARY

501

T. 636 537 5585

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

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'

DRI VEW AY PROFI LE

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

0% 4.

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

477

6% 2.

PVI0+41.09

DRIVE STA 120+15.32 (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 (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

B L

DATE:

1/29/2021

497

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\24_AR-1563_DP.dgn

504

503

7% . 1 7% . 1 5% . 1

502

DRIVE STA 124+63.22 (COMMERCIAL) 524

L=5.00' 5% . 1

523

505

504

503

502

2. 2%

8% 0. 520

5' 519

5% . 1

1 . 9%

5% . 1

518

DRIVE STA 127+79.86 (RESIDENTIAL)

% 0 . 5 1

3% 8.

DRIVE STA 126+39.88 (RESIDENTIAL) 522

2% 5.

El ev=525.19

PVT 0+38.22

El ev=524.89

PVI0+35.72

El ev=524.52

L=5.00'

525

DRIVE STA 130+28.34 (RESIDENTIAL)

527 527

L=5.00'

526 526

9% . 1 1

524

522

DRIVE STA 128+78.78 (RESIDENTIAL)

B L

520

519

9% 9.

L=5.00' 518

NOT FOR

1/ 29/ 2021

CONSTRUCTI ON

525

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

526

PU BLIC W O RK S

5% . 1

F. 636 537 0275

6% 7.

Chest er f i el d,M i ssour i63017

526

TRA N SPO RTA TIO N

527

PRELI MI NARY

B L

T. 636 537 5585

DRIVE 130+57.03 (RESIDENTIAL)

0+20.46

El ev=526.55

PVT 0+25.46

El ev=526.72

PVI0+22.96

El ev=526.69

REV.DATE

525

L=5.00'

0+30.95

El ev=525.99

PVI0+33.45

El ev=526.17

PVC

El ev=526.61

PVI0+15.48

DESCRI PTI ON

REVI SI ONS

El ev=525.92

PVT 0+35.95

APP.

526

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

El ev=526.56

PVI0+20.75

El ev=526.49

PVC

3. 0%

SHEET 3 OF 6

1 . 4%

-7 . 0%

DRI VEW AY PROFI LE

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 (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 (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

L=5.00' 528

DATE:

1/29/2021

525

523

L=5.00'

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\25_AR-1563_DP.dgn

2. 0%

8% 9. 5% . 1

519

DRIVE STA 134+22.25 (RESIDENTIAL) 5% . 1

519 515

B L 514

522

521

520 0. 6%

513

516

5% 8. 1'

5' 515

4% 0. 1 . 4%

0% . 1

3% 7.

514

DRIVE STA 138+39.02 (RESIDENTIAL)

L=5.00'

0.1%

DRIVE STA 138+69.73 (RESIDENTIAL)

5% . 1

517 517

DRIVE STA 144+09.47 (COMMERCIAL)

B L

514

7% 3.

513

L=5.00' 6% 0. 514

DRIVE STA 134+86.89 (RESIDENTIAL)

513

B L 516

5% 4. 515

514

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

1/ 29/ 2021

CONSTRUCTI ON

518

NOT FOR

9% 0.

F. 636 537 0275

3. 2%

Chest er f i el d,M i ssour i63017

519

PU BLIC W O RK S

TRA N SPO RTA TIO N

B L El ev=543.70

PVI0+17.03

DESCRI PTI ON

REVI SI ONS

544

APP.

543

PRELI MI NARY

543

T. 636 537 5585

1 . 3%

152+05.24 (MAINTENANCE SCHOOL) REV.DATE

El ev=518.02

PVI0+59.49

El ev=517.91

PVI0+52.23

544

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

El ev=513.33

PVT 0+45.43

El ev=513.24

El ev=512.02

PVT 0+34.00

El ev=512.16

PVI0+31.50

4% . 0 1

SHEET 4 OF 6

B L

El ev=544.94

PVI0+33.17

El ev=544.86

PVI0+28.15

546

DRI VEW AY PROFI LE

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

PATTONVILLE HIGHSCHOOL STA 139+91.70 (COMMERCIAL)

0% 6.

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 (COMMERCIAL)

PVI0+19.01

514

PVI0+42.93

513

El ev=513.12

513

0+40.43

514

PVC

0. 8%

El ev=514.68

6% 3.

El ev=513.00

515 9% 0.

PVI0+37.93

518

El ev=514.07

0. 7%

El ev=512.92

8% 3.

519

PVI0+32.93

5% . 1 El ev=514.31

512 PVI0+42.73

DRIVE STA 136+81.09 (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' 5% . 1

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:

12O & 12P

545

DATE:

1/29/2021

512

515

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\26_AR-1563_DP.dgn

578

577

1 . 1 %

B L

576

DRIVE STA 159+39.08 (COMMERCIAL)

DRIVE STA 162+78.97 (RESIDENTIAL)

0% 4.

576

606

597 605

5% 6.

596 604

595

B L

606

578 605

577 5' 604

3% 3.

5% . 1 603

2% 6.

5. 8%

DRIVE STA 163+37.11 (RESIDENTIAL)

DRIVE STA 165+77.23 (RESIDENTIAL)

B L

5% . 1

603

2% . 1

602

604

9% 3.

603

L=5.00' 601

5% . 1 1 605

5% . 1

3. 2% 5. 0%

603

DRIVE STA 165+15.97 (RESIDENTIAL) 606

605

0% . 1 604

2% 6.

2. 6% 5. 1 % 603

27 OF

1/ 29/ 2021

598

CONSTRUCTI ON

599

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

5% . 1

NOT FOR

7% 5. 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

REV.DATE

600

F. 636 537 0275

T. 636 537 5585

DRIVE STA 166+59.11 (RESIDENTIAL) PRELI MI NARY

El ev=603.66

PVT 0+52.68

El ev=603.56

PVI0+50.18

APP.

DESCRI PTI ON

REVI SI ONS

DRIVE STA 167+07.95 (COMMERCIAL)

Chest er f i el d,M i ssour i63017

5% . 1 El ev=603.40

8% 9.

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

4% 6. 0+47.68

El ev=599.28

PVI0+38.08

El ev=599.27

PVI0+37.29

595

SHEET 5 OF 6

2% 0. 1

598

El ev=599.19

595

PU BLIC W O RK S

601

PVI0+32.28

596

DRI VEW AY PROFI LE

3. 1 %

596

TRA N SPO RTA TIO N

599 El ev=596.69

PVI0+40.58

El ev=596.69

PVI0+39.95

El ev=596.59

PVI0+34.25

El ev=596.42

PVI0+29.07

El ev=596.83

PVI0+03.26

597

RESURFACI NG

% 1 . 1 602

0.1%

CREVE COEUR M I LL ROAD

599 PVC

2. 5%

El ev=604.39

2. 6%

El ev=604.28

B L 603

PVI0+38.12

600

PVI0+38.63

0.1% 0.1%

El ev=604.37

599 604

El ev=604.27

B L

PVI0+37.46

598

PVI0+36.95

601

1 . 7%

El ev=602.70

5% . 1

El ev=604.21

8% 5. 599

6% . 1

El ev=604.30

601

PVI0+32.45

DRIVE STA 163+96.05 (RESIDENTIAL) El ev=598.72

603

PVI0+36.62

601 600

PVI0+31.95

602

4% 3.

El ev=602.62

B L PVI0+27.45

1 . 6%

PVI0+31.62

5. 5%

El ev=601.97

0% 6.

PVI0+21.06

8% 4.

El ev=603.20

604

PVI0+15.19

El ev=602.95

PVI0+38.95

El ev=602.93

PVI0+37.83

B L

El ev=603.13

% 1 2.

El ev=600.47

PVI0+37.83

El ev=600.47

PVI0+37.22

El ev=602.85

PVI0+32.83

597

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

B L COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

6. 1 % 12O & 12P

DATE:

1/29/2021

606

604

6% 6.

9% 9. DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

DRIVE STA 164+54.98 (RESIDENTIAL) 50

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\27_AR-1563_DP.dgn

5% . 1

589

3% 9.

6% 0.

588

DRIVE STA 169+85.23 (COMMERCIAL) 4% 6.

L=5.00' % 1 2.

588 1' 3% 3.

589 5' 587

586

DRIVE STA 171+40.50 (COMMERCIAL) L=5.00'

El ev=587.48

PVT 0+64.70

590

El ev=587.65

589

PVI0+62.20

B L

El ev=587.62

DRIVE STA 170+31.20 (COMMERCIAL)

0+59.70

El ev=587.24

PVT 0+61.42

586

L=5.00'

589

588 588

-6 . 8% 587

586

28 OF

SHEET 6 OF 6

5% 2.

1/ 29/ 2021

CONSTRUCTI ON

589

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

8% 9.

PU BLIC W O RK S

590

NOT FOR

591

F. 636 537 0275

5% . 1

PRELI MI NARY

L=5.00'

DESCRI PTI ON

REVI SI ONS APP.

590

Chest er f i el d,M i ssour i63017

588 T. 636 537 5585

591

DRI VEW AY PROFI LE

588

TRA N SPO RTA TIO N

DRIVE STA 170+69.10 (COMMERCIAL) 16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

589 REV.DATE

9% 2.

RESURFACI NG

DRIVE STA 171+34.24 (COMMERCIAL) 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

El ev=590.69

PVT 0+49.65

El ev=590.61

PVI0+47.15

El ev=590.46

PVI0+43.65

B L

CREVE COEUR M I LL ROAD

-7 . 3%

El ev=587.56

5% . 1 El ev=587.42

588

PVI0+54.70

587 PVI0+58.92

2. 6% El ev=587.38

589

El ev=587.38

4% 5.

0+56.42

3% 5.

PVI0+49.28

586 PVC

El ev=587.31

PVI0+51.42

589

PVC

El ev=589.45

PVT 0+49.53

El ev=589.39

El ev=587.03

El ev=590.50

0+44.65

El ev=590.39

PVI0+38.65

El ev=589.74

4% 4.

PVI0+47.03

588 PVI0+46.23

PVC

589

El ev=589.87

PVI0+43.87

3% 2.

El ev=589.17

El ev=589.79

PVI0+38.85

5% 0. 1

El ev=589.23

590

5% . 1

0+44.53

B L

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

592

DATE:

1/29/2021

589

587

3. 7%

3% . 1 DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\28_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:

REVI SI ONS

1/ 29/ 2021

CONSTRUCTI ON

460

NOT FOR

PRELI MI NARY

Elev 472. 49

470

REV.DATE

APP.

Elev 477. 49

PVI 118+10. 89

Elev 471. 82

PVI 117+97. 39

Elev 471. 16

PVI 117+83. 89

Elev 470. 49

PVI 117+70. 39

Elev 469. 82

PVI 117+55. 39

Elev 469. 16

PVI 117+41. 89

Elev 468. 49

PVI 117+28. 39

Elev 467. 82

PVI 117+13. 39

Elev 467. 16

PVI 116+98. 39

Elev 466. 49

PVI 116+81. 89

Elev 465. 82

PVI 116+65. 39

Elev 465. 16

PVI 116+47. 39

Elev 464. 49

PVI 116+29. 39

Elev 464. 49

PVI 116+03. 89

480

FINISHED GRADE FRONT OF WALL

470

460

Elev 477. 49

PVI 117+89. 89

Elev 476. 82

PVI 117+79. 39

Elev 476. 16

PVI 117+70. 39

Elev 475. 49

PVI 117+55. 39

Elev 474. 82

PVI 117+40. 39

Elev 474. 16

PVI 117+25. 39

Elev 473. 49

PVI 117+10. 39

Elev 472. 82

Elev 472. 16

PVI 116+81. 89

Elev 471. 49

PVI 116+69. 89

Elev 470. 82

PVI 116+51. 89

Elev 470. 16

PVI 116+17. 39

Elev 469. 49

PVI 116+03. 89

480

PVI 116+96. 89

FINISHED GRADE BACK OF WALL

DESCRI PTI ON

12O & 12P

DATE:

TYPE B GUTTER

SELECT GRANULAR BACKFILL FOR STRUCTURAL SYSTEMS CAP BLOCK

(1' MIN.)

FRONT FACE

COMPACTED BACKFILL

OF WALL RETAINED BACKFILL EMBEDMENT PER MANUFACTURES SEPARATION GEOTEXTILE

RECOMENDATIONS

(2.0' MIN.) SLOPE EXCAVATION LINE

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

PU BLIC W O RK S

TRA N SPO RTA TIO N

MODULAR BLOCK WALL 116+03.26 TO 118+01.13

F. 636 537 0275

450 119+00

118+00

Chest er f i el d,M i ssour i63017

117+00

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

450 116+00

T. 636 537 5585

1/29/2021

SOIL REINFORCEMENT SIDEWALK

20'

PERFORATED DRAIN PIPE WRAPPED IN CLASS 2

BY DESIGN CONDITIONS.

6" MIN.

TYPICAL MECHANICALLY STABILIZED EARTH WALL RETAINING WALL NOTE: 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, DETAILS, CONSTRUCTION, AND PERFORMANCE OF THE RETAINING WALL WHICH SHALL BE A SMALL BLOCK WALL SYSTEM. THE SMALL BLOCK WALL SYSTEM SHALL BE IN ACCORDANCE WITH ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SECTION 720. THE SMALL BLOCK WALL SYSTEM SHALL BE CURRENTLY LISTED ON THE MODOT BRIDGE PRE-QUALIFIED PRODUCTS LIST, SEC 720 - MECHANICALLY STABILIZED EARTH WALL SYSTEMS, SMALL BLOCK WALL SYSTEMS. THE CONTRACTOR SHALL SUBMIT THE MANUFACTURER'S DESIGN PLANS, DETAILS AND COMPUTATIONS FOR THE WALL STRUCTURE TO THE ENGINEER FOR ACCEPTANCE PER SECTION 720. THE CONTRACTOR SHALL CONSTRUCT THE WALL IN ACCORDANCE WITH SECTION 720, INCLUDING BUT NOT LIMITED TO 720.4.1 REQUIREMENTS AND THE DESIGN PLAN REQUIREMENTS OF SECTIONS 720.3.4.

2. BASIS OF PAYMEMT - THE ACCEPTED QUANTITY OF RETAINING WALL SHALL INCLUDED THE FOLLOWING: A. MODULAR BLOCKS, CAPS AND ADHESIVES. B. ALL EXCAVATION FOR LEVELING PAD, ENGINEERED BACKFILL AND ANY UNSUITABLE SOIL ENCOUNTERED. C. CLASS III GEOOTEXTILE. D. REINFORCEMENT GRID. E. BACKFILL MATERIAL AND PLACEMENT. F. CONCRETE LEVELING PAD. G. DRAINAGE SYSTEM PIPING AND PLACEMENT.

RETAI NI NG W ALL

CONCRETE LEVELING PAD

RESURFACI NG

12" MIN

CREVE COEUR M I LL ROAD

GEOTEXTILE.

DESIGNED:

DRAWN:

CHECKED:

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\24_AR-1563_retaining wall.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:

4" SOLID WHITE EDGE LINE (TYP) WHITE TURN ARROW (TYP)

00 + 07 1

00 + 06 1

DESCRI PTI ON APP.

TRA N SPO RTA TIO N

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

PREPARED BY:

DESIGNED: 0

120 DRAWN:

SCALE IN FEET SCALE: 1" = 40'

CHECKED:

SHEET 1 OF 7

RESURFACI NG

4" SOLID WHITE LANE LINE (TYP)

STRI PI NG PLAN

+65.00

24" WHITE STOP LINE (TYP)

CREVE COEUR M I LL RD

4" SOLID WHITE EDGE LINE (TYP)

+4 8.00

4" SOLID WHITE LANE LINE (TYP)

4" SOLID WHITE EDGE LINE (TYP)

24 02. 00+ 1 PI

0 0 + 8 9

0 0 + 1 0 1 0 0 + 0 0 1 0 0 + 9 9

PU BLIC W O RK S

0 0 3+ 0 1

0 0 + 2 0 1

LLC

0 0 + 4 0 1

ACCESS ENG INEERING

28 . +92 05 1 PI

00 + 05 1

00 00. 00+ 1 PI

1/29/21

+58.00

DATE:

90 48. 02+ PC1

12" WHITE CROSSWALK LINE (TYP)

ST.LOUI S,M O 63128

VE E CR

12" WHITE CROSSWALK LINE (TYP)

UR E CO

LL I M

SUI TE 203

64 . +33 05 1 PT

4" SOLID WHITE LANE LINE (TYP)

11820 TESSON FERRY ROAD

4" INTERMITTENT WHITE LANE LINE (TYP)

PRELI MI NARY

96 . +83 06 1 PI

00 + 08 1

75 8+ 10 A.

24" WHITE STOP LINE (TYP)

12" YIELD TRIANGLES

WHITE TURN ARROW (TYP)

A DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

CONSTRUCTI ON

NE I HL

H IC

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

NOT FOR

TC MA

4" SOLID WHITE LANE LINE (TYP)

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

REV.DATE

REVI SI ONS

8J,&9J 12O 12P

AO AO MB

SHEET SEQUENCE:

30 OF

$FILEL$

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

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

6834D-21 ----MSD:

----20MSD-00522

C T A

MSD BASE MAP:

E N I L H

8J,&9J 12O 12P

REVI SI ONS

92 9. +7 119 C P

+7 9 11

WHITE TURN ARROW (TYP)

PRELI MI NARY

0 0 7+ 1 1

WHITE TURN ARROW (TYP)

0 0 6+ 1 1

4 3 7. +6 114 T P

WHITE TURN ARROW (TYP)

CONSTRUCTI ON

SOLID WHITE RR CROSSING SYMBOL (TYP)

0 0 + 8 1 1

NOT FOR

4" INTERMITTENT WHITE LANE LINE (TYP)

REV.DATE

4" SOLID WHITE EDGE LINE (TYP)

APP.

. A T S

0 0 9+ 1 1

DESCRI PTI ON

00 0+ 2 1

DATE:

1/29/21

4" INTERMITTENT WHITE LANE LINE (TYP)

TC MA

00 0+ 1 1

NE I HL

E V E CR

R U E CO

LL I M

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

LLC

WHITE TURN ARROW (TYP)

4" SOLID WHITE LANE LINE (TYP)

SOLID WHITE RR CROSSING SYMBOL (TYP)

00 + 09 1

ST 75 8+ 10 A.

4" SOLID WHITE LANE LINE (TYP) WHITE TURN ARROW (TYP)

RESURFACI NG

00 + 1 1 1

CREVE COEUR M I LL RD

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

24" WHITE STOP LINE (TYP)

DESIGNED:

WHITE TURN ARROW (TYP) 0

120 DRAWN:

SCALE IN FEET SCALE: 1" = 40'

SHEET 2 OF 7

00 2+ 1 1

PU BLIC W O RK S

00 3+ 1 1

STRI PI NG PLAN

4" SOLID WHITE EDGE LINE (TYP)

TRA N SPO RTA TIO N

63 . +63 1 1 1 PC

4" SOLID YELLOW LANE LINE (TYP)

ST.LOUI S,M O 63128

PREPARED BY:

00 4+ 1 1

SUI TE 203

4" INTERMITTENT YELLOW LANE LINE (TYP)

11820 TESSON FERRY ROAD

ACCESS ENG INEERING

0 0 + 5 1 1

AO AO

CHECKED:

MB SHEET SEQUENCE:

31 OF

$FILEL$

S LA NE

E N I L H . A T S

+7 9 11

5 0 40 80

SCALE: 1" = 40'

120 DESIGNED:

DRAWN:

SCALE IN FEET

32 OF

SHEET 3 OF 7

C T A

00 0+ 2 1

LLC MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

ST.LOUI S,M O 63128

SUI TE 203

CONSTRUCTI ON

NOT FOR

PRELI MI NARY

00 + 27 1

11820 TESSON FERRY ROAD

00 + 28 1

PU BLIC W O RK S

00 + 25 1

ACCESS ENG INEERING

00 + 29 1

00 + 30 1

STRI PI NG PLAN

00 + 23 1

TRA N SPO RTA TIO N

00 + 24 1

PREPARED BY:

98 2. +2 27 1 PC

E V E R C R U E O C M RD

RESURFACI NG

79 . +41 25 1 PI

4" SOLID WHITE EDGE LINE (TYP)

LL I

CREVE COEUR M I LL RD

4" SOLID YELLOW LANE LINE (TYP) 84 . +79 23 1 PT

4" INTERMITTENT YELLOW LANE LINE (TYP)

00 + 22 1 7 1 7. +6 22 1 C P

00 + 31 1

REV.DATE

4 1 9. +2 31 1 PT

05 4. +0 32 1 PI

DESCRI PTI ON

REVI SI ONS APP.

50 1+ 13 A. ST

WHITE TURN ARROW (TYP)

00 + 21 1 7 1 4. +6 21 1 PT

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

NE I HL TC MA

4" INTERMITTENT WHITE LANE LINE (TYP)

92 9. +7 119 C P

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21 -----

MSD:

----20MSD-00522

MSD BASE MAP:

8J,&9J 12O 12P

DATE:

00 + 26 1

1/29/21

CHECKED:

SHEET SEQUENCE:

$FILEL$

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 REV.DATE

24" WHITE STOP LINE (TYP)

APP.

REVI SI ONS

8J,&9J 12O 12P

12" WHITE CROSSWALK LINE (TYP) DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

70 . 91 39+ 1 PI

00 +33.

00 +4 6.

RD L L MI R U COE E V CRE 0 0 + 1 4 1

0 0 + 0 4 1

DATE:

1/29/21

05 4. +0 32 1 PI

00 + 33 1

( 314)8498445

LLC

PU BLIC W O RK S

32 94. 35+ PT1

TRA N SPO RTA TIO N

84 8. +8 34 1 PC

G TO

00 + 34 1

N IN

24" WHITE STOP LINE (TYP)

00 + 35 1

PREPARED BY:

4" SOLID WHITE LANE LINE (TYP)

B EN

0 0 + 36 1

ST.LOUI S,M O 63128

0 0 + 37 1

SUI TE 203

4" SOLID WHITE EDGE LINE (TYP)

11820 TESSON FERRY ROAD

ACCESS ENG INEERING

0 0 + 38 1

4" SOLID WHITE EDGE LINE (TYP)

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

0 0 + 39 1

+75

P EN N

0 0 2+ 4 1

14 2 TA. NE S I C HL

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

M AT

WHITE TURN ARROW (TYP)

CONSTRUCTI ON

4" SOLID WHITE LANE LINE (TYP)

NOT FOR

WHITE TURN ARROW (TYP)

PRELI MI NARY

24" WHITE STOP LINE (TYP)

12" WHITE CROSSWALK LINE (TYP)

TORNADO SIREN W/SOLAR PANEL

TC MA

A OM T H IC K TR

50 1+ 13 A.

SHEET 4 OF 7

STRI PI NG PLAN

00 + 32 1

RESURFACI NG

NE I HL

CREVE COEUR M I LL RD

S CT

DESIGNED: 0

120 DRAWN:

SCALE IN FEET SCALE: 1" = 40'

AO AO

CHECKED:

MB SHEET SEQUENCE:

33 OF

$FILEL$

SCALE: 1" = 40'

120 DESIGNED:

DRAWN:

SCALE IN FEET

34 OF

SHEET 5 OF 7

PU BLIC W O RK S

LLC MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

ST.LOUI S,M O 63128

SUI TE 203

0 0 + 1 5 1

11820 TESSON FERRY ROAD

0 0 2+ 5 1

STRI PI NG PLAN

0 0 3+ 4 1

TRA N SPO RTA TIO N

0 0 3+ 5 1

ACCESS ENG INEERING

48 53. 52+ 1 PI

CONSTRUCTI ON

NOT FOR

PRELI MI NARY

4" SOLID WHITE EDGE LINE (TYP)

RESURFACI NG

CREVE COEUR M I LL RD

PREPARED BY:

84 58. 50+ PT1

9 1 67. 49+ PC1

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

0 53+5 TA.1 NE S HLI

U CO E CT

OOD

0 0 + 4 4 1

75 14 2+ TA. NE S I C HL M AT 0 0 + 5 4 1

F LE

0 0 + 6 4 1 0 0 + 8 4 1

R ID G

0 0 + 9 4 1

M ATC

0 0 + 0 5 1

CR E

0 0 + 7 4 1

E TW

RD L L MI R U OE C VE CRE 36 50. 49+ 1 PI

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21 -----

MSD:

----20MSD-00522

MSD BASE MAP:

8J,&9J 12O 12P

DATE:

1/29/21

CHECKED:

SHEET SEQUENCE:

$FILEL$

0 0 + 0 6 1

0 40 80

SCALE: 1" = 40'

120 DESIGNED:

DRAWN:

SCALE IN FEET

35 OF

SHEET 6 OF 7

0 0 + 1 6 1

PU BLIC W O RK S

0 0 2+ 6 1

LLC MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

ST.LOUI S,M O 63128

SUI TE 203

11820 TESSON FERRY ROAD

0 0 3+ 6 1

ACCESS ENG INEERING

CONSTRUCTI ON

NOT FOR

PRELI MI NARY

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

STRI PI NG PLAN

TRA N SPO RTA TIO N

0 0 + 4 5 1

PREPARED BY:

4" INTERMITTENT WHITE LANE LINE (TYP)

RESURFACI NG

0 53+5 TA.1 NE S HLI 0 0 + 5 5 1

CREVE COEUR M I LL RD

0 0 + 6 5 1

B ED

M ATC 0 0 + 7 5 1 0 0 + 8 5 1

0 0 + 9 5 1

FOR

EUR O C VE CRE RD L L MI 0 0 + 4 6 1

5 64 +2 TA.1 NE S C HLI

52 74. + 61 PC1

4" SOLID WHITE EDGE LINE (TYP)

M AT

48 88. 59+ 1 PI

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21 -----

MSD:

----20MSD-00522

MSD BASE MAP:

8J,&9J 12O 12P

DATE:

1/29/21

CHECKED:

SHEET SEQUENCE:

$FILEL$

RD 40 80

SCALE: 1" = 40'

120 DESIGNED:

DRAWN:

SCALE IN FEET

36 OF

SHEET 7 OF 7

PU BLIC W O RK S

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

0 0 + 9 6 1

LLC

NOT FOR CONSTRUCTI ON

0 0 + 0 7 1

ST.LOUI S,M O 63128

4" INTERMITTENT WHITE LANE LINE (TYP)

SUI TE 203

00 + 1 7 1

PRELI MI NARY

4" SOLID WHITE EDGE LINE (TYP)

11820 TESSON FERRY ROAD

00 2+ 7 1

STRI PI NG PLAN

25 164 + JB

E LV

TELE

TRA N SPO RTA TIO N

M CK

0 0 + 5 6 1

ACCESS ENG INEERING

0 0 + 7 6 1

RESURFACI NG

0 0 + 8 6 1

D L R L I M R U COE E V CRE

PREPARED BY:

51 68. 69+ PC1

DOUBLE 4" SOLID YELLOW CENTER LINE (TYP)

CREVE COEUR M I LL RD

TA. NE S C HLI 0 0 + 6 6 1

98 88. 68+ PT1

M AT

00 +36.

02 43. 66+ PRC1

85 . 1 +7 72 1 PT

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21 -----

MSD:

----20MSD-00522

MSD BASE MAP:

8J,&9J 12O 12P

DATE:

1/29/21

CHECKED:

SHEET SEQUENCE:

$FILEL$

15+00 490

480

140' - 24" RCP @ 4.2% 470

460

450

16+00 510

500

FL=501.84

510

T=502.88

0+00

13+00

510

SIDEWALK

FL=497.67

500 500

FL=496.00

FL=495.78 FL=498.61 TOPSOIL

490 GRANULAR BACKFILL

480 490

23' - 12" RCP @ 5.0%

480

140' - 24" RCP @ 4.2%

450 450

440 440

430 430

14+00 15+00

MH 4 CI 6

0+40

37 OF

1/ 29/ 2021

460

CONSTRUCTI ON

460

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

470

PU BLIC W O RK S

FL=477.15

NOT FOR

FL=476.97

DESCRI PTI ON

490

F. 636 537 0275

480

PRELI MI NARY

FL=488.30 FROM STRUCTURE 1201-022D REVI SI ONS

FL=496.00

APP.

FL=495.78

Chest er f i el d,M i ssour i63017

T. 636 537 5585

12+00

STRUCT. 1201-020D

GRATED I NLET CONVERT TO MH

STRUCT.1201-021D

DOUBLE CURB I NLET (ATG)

FL=497.67 FROM CI-6

$SP1Z

T=507.61

191' - 24" RCP @ 3.9% 510

SEW ER PROFI LE

HGL

134' - 24" RCP @ 3.4%

TRA N SPO RTA TIO N

AI 5

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

11+00

STRUCT.1201-023D

(ATG)

MH 4

RESURFACI NG

10+00 FL=483.63 BY

FL=482.23

HGL

REV.DATE

T=483.75

CREVE COEUR M I LL ROAD

115' - 24" RCP @ 5.5% DCI 3

FL=488.13

CURB I NLET

FL=483.34

T=493.88

NEW

T=488.92

GRATED

GI 1

STRUCT.1201-020D

470

I NLET

STRUCT.1201-025D

(ATG)

GI 2

GRATED I NLET CONVERT TO MH

480

STRUCT.1201-019D

490

AREA I NLET (ATG)

500

I NLET

510

GRATED

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

20MSD-00522

MSD BASE MAP:

T=502.88

12O & 12P

500

DATE:

1/29/2021

DESIGNED:

TWC

DRAWN:

TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\30_AR-1563_SewerProfile.dgn

1 6 5 + 0 0

0+ 00 0+ 00

0+ 49 1 6 6 + 0 0

6 7 + 0 0 T T T T

1 6 7 + 0 0

0+ 53 T T

T T

26 7 + 0 0 DE FA UL T

PT 6 8 + 0 7 . 5 1

PI 68+12.34

26 6 + 0 0 6 9 + 0 0

26 9 + 0 0

1 7 0 + 0 0

171+00

N3 0+ 68

TT TT

0+ 00

N1 FE AT UR

1 6 9 + 0 0

0+ 58

N8 0+ 54

M7 0 0 + 8 6

0+ 00

LS PO I NT

0+ 00

N6 0+ 58

N7 RC P

0+ 50

0+ 53

M4 0+ 00

26 4 + 0 0

T FE NC E PO ST

TREE

TE A G ST PO TE A G ST PO

N I DRA AY 52 . N I VEW 460 DRA DRI FL AY VEW 92 DRI 62. 4 FL

TE A G ST PO

N I DRA

271+00

D15

N12

26 5 + 0 0

72+00

27 0 + 0 0

272+00

73+00

0 0 3+ 7 1

273+00

AY VEW 62 DRI 58. 4 FL

D12 E1

N4 N13

5 4 + 0 0

70+00 71+00

73+37

172+00 9 2 3+ 7 1

273+33

N10

T T

D18 G7 T T T T

E2 L1

A3 K4 K5

K10

N11

38 OF

EXI STI NG CONDI TI ONS

1/ 29/ 2021

CONSTRUCTI ON

D7 K1

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

PU BLIC W O RK S

D10

NOT FOR

D11 K3

F. 636 537 0275

D8 K7

PRELI MI NARY

B1 D16

Chest er f i el d,M i ssour i63017

T. 636 537 5585

A1 K10

DRAI NAGE AREA M AP

M1 TRA N SPO RTA TIO N

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

RESURFACI NG

D13 D19 G6 DESCRI PTI ON

REVI SI ONS

APP.

SCALE: 1" = 200'

REV.DATE

SCALE IN FEET

S SHEET NE SEE THI LI

600

MATCH

D14 D17

CREVE COEUR M I LL ROAD

85 . 71 72+ PT 1

6 6 + 0 0

07 83. 2+ PT 27

26 2+ 7 0 LS

PI72+ 1 6. 52

TE A G ST PO

78 38. PI72+

N I DRA

0+ 96

AY VEW 72 DRI 60. 4 FL

PI71 + 63. 73

TE A G ST PO

PT 70+ 99. 49

6 5 + 0 0

0+ 76

0+ 00

1 6 4 + 0 0

0+ 00

6 4 + 0 0

PC 270 + 40. 33

PI69+ 72. 99

6 2+ 0 0

69 +73 . 61

1 6 2+ 0 0

PCC69+ 99. 1 0

PC 1 69+ 68. 51

0+ 00

M5 0+ 46

K9 PI27 0+ 04. 55

6 1 + 0 0

PT 1 68+ 88. 98

PC 6 7+ 74. 38

1 6 1 + 0 0

400

PI2 68+ 26. 1 0

PRC1 66+ 43. 02

1 6 0 + 0 0

PI65 + 05. 35 PI65+ 1 1 . 38

65 0+

PI65 + 1 7. 01 PI65+ 23. 07

6 0 + 0 0

PI63+ 76. 30

5 9 + 0 0

200

PI266+ 36. 87

0+ 00

0+ 54 PI26 4+ 08. 99

1 5 9 + 0 0

PI63 + 01 . 51

5 7 + 0 0

PI62+ 06. 26

1 5 7 + 0 0 PI59+ 43. 06

PC 1 61 + 74. 52

25 4 + 5 1

PI59+ 66. 54

5 6 + 0 0

PI59 + 05. 32

1 5 6 + 0 0 PI60 + 86. 22

25 4 + 0 0 PI57 + 85. 51

5 5 + 0 0

PI1 59+ 88. 48

1 5 5 + 0 0

00 0+

1 5 4 + 0 0

PI56+ 65. 99

PI54 + 94. 54

S SHEET NE SEE THI LI

0+ 00

MATCH

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

G3 20MSD-00522

MSD BASE MAP:

G1 12O & 12P

DATE:

1/29/2021

N2 N5

TT TT

DESIGNED:

TWC

DRAWN:

N9 TWC

CHECKED:

STS

SHEET SEQUENCE:

TOTAL EXISTING RUN-OFF = 115.96 CFS

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\32_AR-1563_ExDAM.dgn

6 7 + 0 0

0+ 50

0+ 53

M4 T T

T T

26 7 + 0 0 DE FA UL T

PT 6 8 + 0 7 . 5 1

PI 68+12.34

26 6 + 0 0 6 9 + 0 0

26 9 + 0 0

1 7 0 + 0 0

171+00

N3 271+00

PI72+ 1 6. 52

27 0 + 0 0

272+00

T FE NC E PO ST

TREE

TE A G ST PO TE A G ST PO

D15

26 5 + 0 0

72+00 73+00

0 0 3+ 7 1

273+00

TE A G ST PO

D12 E1

N4 N12

5 4 + 0 0

N13

70+00 71+00

73+37

172+00 9 2 3+ 7 1

273+33

N10

0 CFS 1 0. 96 CFS = 5. 1 86 - 1 5. 1 OFF = 1 AL RUNFFERENTI DI

DISTURBED AREA = 35,616.17 SF = 0.818 Acres

T T

D18 G7 T T T T

E2 L1

A3 K4 K5

K10

N11

TOTAL PROPOSED RUN-OFF = 115.86 CFS

39 OF

1/ 29/ 2021

CONSTRUCTI ON

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

TE A G ST PO

PU BLIC W O RK S

D7 K1

NOT FOR

D10

D16

F. 636 537 0275

D8 K7

PRELI MI NARY

D13

Chest er f i el d,M i ssour i63017

T. 636 537 5585

B1 K10

DRAI NAGE AREA M AP

M1 TRA N SPO RTA TIO N

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

D11 D19 G6 DESCRI PTI ON

RESURFACI NG

CREVE COEUR M I LL ROAD

D14 D17

REVI SI ONS

APP.

SCALE: 1" = 200'

REV.DATE

SCALE IN FEET

S SHEET NE SEE THI LI

600

MATCH

PROPOSED CONDI TI ONS

0+ 68

TT TT

0+ 00

N1 FE AT UR

1 6 9 + 0 0

0+ 58

N8 0+ 54

M7 0 0 + 8 6

0+ 00

LS PO I NT

0+ 00

N6 0+ 58

N7 0+ 00 1 6 7 + 0 0

RC P

T T T T

85 . 71 72+ PT 1

0+ 00 1 6 6 + 0 0

78 38. PI72+

07 83. 2+ PT 27

1 6 5 + 0 0

0+ 00

0+ 49 26 4 + 0 0 0+ 96

TE A G ST PO

PI71 + 63. 73

6 6 + 0 0

PT 70+ 99. 49

0+ 00

26 2+ 7 0

0+ 76

6 5 + 0 0

0+ 00

1 6 4 + 0 0

PC 270 + 40. 33

6 4 + 0 0

PI69+ 72. 99

0+ 00

M5 6 2+ 0 0

69 +73 . 61

1 6 2+ 0 0

PCC69+ 99. 1 0

PC 1 69+ 68. 51

1 6 1 + 0 0

0+ 46

K9 PI27 0+ 04. 55

1 6 0 + 0 0

PT 1 68+ 88. 98

PC 6 7+ 74. 38

6 1 + 0 0

400

PI2 68+ 26. 1 0

PRC1 66+ 43. 02

PI65 + 05. 35 PI65+ 1 1 . 38

200

PI65 + 1 7. 01 PI65+ 23. 07

6 0 + 0 0

PI63+ 76. 30

5 9 + 0 0

PI63 + 01 . 51

65 0+

PI266+ 36. 87

0+ 00 PI26 4+ 08. 99

1 5 9 + 0 0

PI62+ 06. 26

5 7 + 0 0 PI59+ 43. 06

PI54 + 94. 54

PC 1 61 + 74. 52

1 5 7 + 0 0

PI59+ 66. 54

25 4 + 5 1 PI60 + 86. 22

1 5 6 + 0 0

PI59 + 05. 32

5 6 + 0 0 PI57 + 85. 51

PI56+ 65. 99

5 5 + 0 0

PI1 59+ 88. 48

1 5 5 + 0 0

00 0+

25 4 + 0 0

0+ 54

S SHEET NE SEE THI LI 1 5 4 + 0 0

0+ 00

MATCH

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21

MSD:

G3 20MSD-00522

MSD BASE MAP:

G1 12O & 12P

DATE:

1/29/2021

N2 N5

TT TT

DESIGNED:

TWC

DRAWN:

N9 TWC

CHECKED:

STS

SHEET SEQUENCE:

N:\E20026 Stl County - Creve Coeur Mill Road Resurfacing\drawings\output\33_AR-1563_PropDAM.dgn

COUNTY PROJECT NO.

AR-1563 SIGNAL PHASING

FEDERAL PROJECT NO.

2-1C#14 W/TUBE JACKET, IN SAWED SLOT (TYP)

STP 5526(646)

E.B. LEFT - CREVE COEUR MILL ROAD

E-W GATEWAY TIP NO.

6834D-21 -----

W.B. THRU - CREVE COEUR MILL ROAD w/ PEDS. NORTH SIDE

MSD:

----20MSD-00522

2-1C#14 W/TUBE JACKET, IN EACH OF TWO 1" CONDUITS

S.B. LEFT - PRICHARD FARM ROAD

MSD BASE MAP:

8J,&9J 12O 12P

S.B. CREVE COEUR MILL ROAD w/ PEDS. EAST SIDE

P) UI ( 1-P.B. w/1-14#18(APS), IN POLE

SIGNAL PULL BOX (T.B.R.)

E SS MU I PR 9 C 51 SL 5 / 9 114

2-5c#14, 2-2c#18(S), EXIST. CABLES IN 4" CONDUIT

INSTALL NEW PTZ CAMERA w/POST EXTENSION ON EXISTING MAST ARM UPRIGHT

PULL BOX (T.B.R.&R.)

1-1c#6(G), 1-5c#14, 1-2c#18(S), IN 2" CONDUIT

x 6'

EXIST. R/W

' 20

x 6'

DRILL FOUR OPENINGS IN PULL BOX 3-5c#14, 7-2c#18(S), 1-4pr#24(S), EXIST. CABLES IN 4" CONDUIT 2-1C#14 W/TUBE JACKET, IN 1" CONDUIT

x 6'

00 00. 00+ 1 PI

W 5' 1

2-1C#14 W/TUBE JACKET, IN SAWED SLOT

' 20

ON ZONE ADVANCED DETECTI S OOP L X6' 2 - 6' ) &R. R. B. T. BOX 6 ( L PUL

4-2c#18(S), 1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

2-2c#18(S), 1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

MUSSE C PRI SL 9 495/51 1 1

PRELI MI NARY

' 20

SIGNAL PULL BOX (U.I.P.)

MUSSE C PRI SL 495/523 1 1

REV.DATE

1-P.B. w/1-14#18(APS), IN POLE

EXISTING CAMERA DETECTION (T.B.R.)

W 5' 1

SCALE IN FEET

1-4pr#24(S) IN EXIST. CONDUIT

EXIST. R/W

SCALE: 1" = 20'

1-1c#6(G), 1-5c#14, 1-2c#18(S), IN 2" CONDUIT

1-P.B. w/1-14#18(APS), IN POLE

SIGNAL POST (U.I.P.)

x 6'

EXISTING CONDUIT (UIP)

w/ PEDS. EAST SIDE

W ' 10

S.B. THRU - PRICHARD FARM ROAD

REVI SI ONS

EXISTING CONDUIT (T.B.A.)

x 20' 6'

x 20' 6' 2a

6' x 6' 25

x 20' 6'

LL RD MI CREVE COEUR

6' x 6'

CONSTRUCTI ON

EXISTING CONDUIT (U.I.P.)

90 48. 02+ PC1

N.B. LEFT - PRICHARD FARM ROAD

NOT FOR

ROAD w/ PEDS. SOUTH SIDE

APP.

E.B. THRU - CREVE COEUR MILL

DESCRI PTI ON

1-1c#6(G), 1-5c#14, 1-2c#18(S), IN 2" CONDUIT

ON ZONE ADVANCED DETECTI S P O O L ' 6 X ' 6 2 1 1 0, BOX 1 L PUL

W.B. LEFT - CREVE COEUR MILL ROAD

DATE:

1/29/21

0 0 + 2 0 1

x 20' 6' EXISTING CONDUIT (U.I.P.)

0 0 + 1 0 1

PREPARED BY:

C SL

E SU

SE PT

) 82 G 1P 19 B (P 93 /4 95 114

EXISTING CONDUIT (U.I.P.)

6-5c#14, 10-2c#18(S), 1-4pr#24(S), EXIST. CABLES IN 2-4" CONDUIT SIGNAL CONTROLLER (T.B.R.&R.) NEW 8-PHASE CONTROLLER AND CABINET W/#2-CHANNEL DETECTOR CARDS ON EXISTING CONCRETE BASE

2-1C#14 W/TUBE JACKET, IN 1" CONDUIT 2-1C#14 W/TUBE JACKET, IN SAWED SLOT

NOTE: TERMINATE AND/OR FUSION SPLICE F.O.C. AS DIRECTED BY ENGINEER

PRI CHARD FARM ROAD

DRILL FOUR OPENINGS IN PULL BOX

W ' 10

2-5c#14, 2-2c#18(S), EXIST. CABLES IN 4" CONDUIT

W 5'

ADVANCE OF ANY STRIPING RELATED WORK. THE CONTRACTOR SHALL PERFORM ALL

TRAFFIC'S DIVISION OF OPERATIONS (STRIPING SECTION) AT (314) 615-0233, 24 HOURS IN

THE CONTRACTOR SHALL NOTIFY THE ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND

SIGNAL PULL BOX (U.I.P.)

EXISTING CONDUIT (U.I.P.)

SHALL BE MADE WITHIN 72 HOURS AT THEIR COST BY AN ELECTRICAL CONTRACTOR, AS DIRECTED BY ST. LOUIS COUNTY.

) 82

EVENT THE CONTRACTOR DAMAGES THE CONDUIT AND CABLE, REPAIRS

EXISTING CONDUIT (U.I.P.)

NEW POWER SUPPLY, 120/240V, 3KW, 3 WIRE SERVICE, w/2-1#6(P), IN 2" CONDUIT, ON EXISTING UTILITY POLE AMEREN U.E.ADVSR.xxxxx. PUBLIC (314) xxx-xxxx PREMISE NO.123456 WORK REQUEST NO.123456

)

LOCATING AND SPOTTING EXISTING TRAFFIC SIGNAL CONDUIT. IN THE

1-P.B. w/1-14#18(APS), IN POLE

MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION WORK FOR

G 1P 19

CONTACT ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC,

G 1P 19

IT IS THE RESPONSIBILITY OF THE CONTRACTOR / DEVELOPER TO

B (P

EXISTING CONDUIT (U.I.P.) CAUTION! EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT/CABLE

B (P

EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS.

DIVISION OF OPERATIONS (SIGNALS SECTION) AT (314) 615-0215 A

E SU

CONTRACTOR, AND SHALL BE VERIFIED PRIOR TO ANY GRADING,

1-1c#6(G), 1-5c#14, 1-2c#18(S), IN 2" CONDUIT

MT ES

ON THESE PLANS, SHALL BE THE RESPONSIBILITY OF THE

FACILITIES, STRUCTURES AND UTILITIES, EITHER SHOWN OR NOT SHOWN

' 20

SIGNAL PULL BOX (U.I.P.)

W ' 10

VERIFICATION OF THE LOCATIONS OF ALL EXISTING UNDERGROUND

SHOWN ON THESE PLANS, SHALL BE CONSIDERED APPROXIMATE ONLY.

W ' 10

EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, IF

DRILL FOUR OPENINGS IN PULL BOX

' 20

H IC

1-1c#6(G), 1-5c#14, 1-2c#18(S), IN 2" CONDUIT

x 6'

BOX 8 L PUL

x 6'

1-P.B. w/1-14#18(APS), IN POLE

1-1c#6(G),1-5c#14, 1-2c#18(S), IN 2" CONDUIT

SI GNAL PLAN

11495/483

1-P.B. w/1-14#18(APS), IN POLE

PU BLIC W O RK S

' 20

PRIMUSSE

ON ZONE ADVANCED DETECTI S P O O L ' 6 X ' 6 2

CREVE COEUR M I LL RD

SLC

' 20

2-1C#14 W/TUBE JACKET, IN EACH OF TWO 1" CONDUITS

EXIST. R/W

(P E B SM 1 T 8 91 2 ) PG

91PG 82) PB 1 ESMT (

SLC PTSE 114 95 /4 93

)

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

W 20'

x 6'

BOX 7 L PUL

2-1C#14 W/TUBE JACKET, IN SAWED SLOT (TYP)

x 6'

ON ZONE ADVANCED DETECTI OOPS L X6' 3 - 6'

EXIST. R/W

C W SL 0' 1 MUSSE PRI 495/483 1 1

EXISTING CONDUIT (UIP)

ICV

24 02. 00+ 1 PI

1 2"

TRA N SPO RTA TIO N

( 314)8498445

x 20' 6'

ST.LOUI S,M O 63128

x 20' 6' 16

SUI TE 203

0 0 + 8 9

11820 TESSON FERRY ROAD

ACCESS ENG INEERING

x 20' 6'

20' x ' 6 0 0 + 9 9

RESURFACI NG

LLC

0 0 + 0 0 1

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

x 20' 6'

GRINDING OF EXISTING STRIPING AND INSTALLATION OF TEMPORARY STRIPING AS REQUIRED BY THE ENGINEER. PERMANENT STRIPING AT THE INTERSECTION WILL BE INSTALLED BY THE ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC.

DESIGNED: TRAFFIC SIGNAL PRECONSTRUCTION NOTE: UNLESS NOTED OTHERWISE, ALL TRAFFIC SIGNAL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST. LOUIS COUNTY TRAFFIC SIGNALS"; AND WITH "ST. LOUIS COUNTY STANDARD DRAWINGS - TRAFFIC SIGNAL DETAILS". THE CONTRACTOR SHALL HAVE SAID REFERENCES ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION/INSTALLATION OF THE SIGNALIZATION EQUIPMENT. THE SECTION 904 SPECIFICATIONS ARE AVAILABLE AT: WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDSPECIFICATIONSFORHIGHWAYCONSTRUCTION THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE

ADVANCED DETECTION ZONE 1 - 6'X18' LOOP PULLBOX 9 (UIP)

DRAWN:

CHECKED:

RK AO MB

SIGNAL PLANS WERE APPROVED. THE TRAFFIC SIGNAL DETAIL DRAWINGS ARE AVAILABLE AT: WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDDRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE STANDARD DRAWINGS ERRATA SHEET TO ENSURE THEIR SET OF

SHEET SEQUENCE:

40 OF

DRAWINGS IS CURRENT. THE STANDARD DRAWINGS IN EFFECT FOR THIS PROJECT WILL BE THOSE DRAWINGS AVAILABLE FOR VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED.

$FILEL$

COUNTY PROJECT NO.

AR-1563 INDUCTION LOOP DETECTOR SCHEDULE FEDERAL PROJECT NO. LOOP DESCRIPTION

UNIT

QUANT.

904-24.01

Signal Head, Type 1S, Pedestrian

Ea.

904-28.07

Post, Signal, w/Sq. Pedestal Base and Post Cap, 7' Maximum Total Height, Aluminum

Ea.

NO.

Post, Extension, 4-1/2" O.D. x 14', Aluminum, w/Mounting Hardware and Post Cap

Ea.

904-43.88

Controller, Fully Actuated, (8 Phase Timer, in Aluminum Cabinet Approx. 55'H x 44"W x 26" D. Wired for 8

Ea.

QUADRUPOLE

(3-TURNS)

(2-4-2)

CHANNEL

IN RACK

USED

BASE NO.

CONCRETE BASE TYPE

MAST ARM OR POST TYPE

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

SIGNAL EQUIPMENT TYPE

6834D-21 ----MSD:

904-29.14

STANDARD

CARD POSITION

6' x 6'

EXIST (U.I.P.)

EXIST. SIGNAL POST

1 - 4B (ALL 12") (U.I.P)

(U.I.P.)

1 - 34S (ALL 12") (U.I.P)

----20MSD-00522 MSD BASE MAP:

8J,&9J 12O 12P

Phase Operation) w/ internal Fiber Optic Modem and Terminal Housing TS2, Type 2, w/Battery Backup

Detector, Vehicle Induction Loop, Card Rack Mtg.,2 Channel, w/Delay and Extension Timing and Relay Outputs

Ea.

904-49.51

Pan Tilt Zoom (PTZ) Internet Protocol Surveillance Camera System (Camera w/Bracket, Managed Ethernet

Ea.

Software License, PTZ Camera

Ea.

1 - 1S PED. (APRPOX. 16" x 18') ALUMINUM SIGNAL POST

P-3

6' x 6'

A 1 - 1S PED. (APRPOX. 16" x 18')

904-51.00

Conduit, 1"

L.F.

688

904-52.00

Conduit, 2"

L.F.

112

904-54.00

Conduit, 4"

L.F.

298

904-74.99

Conduit Repair

Ea.

904-83.05

Cable, Signal, #14 Gauge, 5 Conductor

L.F.

1050

904-84.00

Wire, Stranded Ground, #6 Gauge

L.F.

180

904-85.05

Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Conduit and Pull Boxes)

L.F.

1570

904-85.06

Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Sawed Slot)

L.F.

4720

904-85.18

Cable, Push Button and/or Detector Loop Lead-In, #18 Gauge, 2 Conductor (Shielded)

L.F.

5640

904-85.34

Cable, Communication, #18 Gauge, 4 Conductor (APS)

L.F.

904-85.81

Cable, Communication, Power, PTZ and/or Detection, #24 Gauge, 4 Pair (Shielded)

L.F.

200

904-88.01

Pull Box, Single, Concrete

Ea.

ALUMINUM SIGNAL POST 14

6' x 6'

P-3

6' x 6'

2 16

EXIST. SIGNAL POST EXIST (U.I.P.)

(U.I.P.)

904-91.43

Base, Type P-3, Concrete

Ea.

904-95.10

Opening Drilled in Existing Concrete Pull Box

Ea.

904-95.20

Removal of Concrete Single Pull Box

Ea.

904-95.30

Removal of Concrete Preformed Pull Box

Ea.

904-97.33

Removal of Existing Controller Cabinet

Ea.

904-98.89

Relocation of Existing Signal Cables

L.F.

2040

1 - 45S (ALL 12") (U.I.P)

1 - 1S PED. (APRPOX. 16" x 18') ALUMINUM SIGNAL POST 17

(2) 6' x 20'

P-3

1 - PUSH BUTTON

W/ SQUARE BASE PEDESTAL (TOTAL HEIGHT 7')

(2) 6' x 20'

1 - 1S PED. (APRPOX. 16" x 18') ALUMINUM SIGNAL POST

Ea.

1 - 4B (ALL 12") (U.I.P)

(2) 6' x 20'

Preformed Pull Box (17"W x 30"L x 26"min.H), Reinforced Polymer Concrete

1 - PUSH BUTTON

W/ SQUARE BASE PEDESTAL (TOTAL HEIGHT 7')

904-89.17

1 - PUSH BUTTON

W/ SQUARE BASE PEDESTAL (TOTAL HEIGHT 7')

Switch and Misc. Cables) 904-49.52

DESCRI PTI ON

904-49.35

6' x 6'

REVI SI ONS

REV.DATE

Ea.

2b 21

6' x 6'

P-3

1 - PUSH BUTTON

W/ SQUARE BASE PEDESTAL (TOTAL HEIGHT 7')

1 - 4B (ALL 12") (U.I.P)

EXIST (U.I.P.)

EXIST. SIGNAL POST

1 - 3B (ALL 12") (U.I.P)

(U.I.P.)

1 - 3S (ALL 12") (U.I.P) PTZ CAMERA

6' x 6'

Detector, Pedestrian Push Button, Freezeproof

APP.

904-49.20

CONSTRUCTI ON

ITEM NO.

SIGNAL BASE AND EQUIPMENT SCHEDULE

SIZE AND TYPE OF LOOP

TRAFFIC SIGNAL ITEMS

6' x 6'

(2) 6' x 20'

P-3

1 - PUSH BUTTON

W/ SQUARE BASE PEDESTAL (TOTAL HEIGHT 7')

1 - 4B (ALL 12") (U.I.P)

EXIST (U.I.P.)

P-3

EXIST. SIGNAL POST

1 - 3B (ALL 12") (U.I.P)

(U.I.P.)

1 - 3S (ALL 12") (U.I.P)

ALUMINUM SIGNAL POST

1 - 1S PED. (APRPOX. 16" x 18')

W/ SQUARE BASE PEDESTAL

1 - PUSH BUTTON

NOT FOR

PRELI MI NARY

1 - 1S PED. (APRPOX. 16" x 18') ALUMINUM SIGNAL POST

(2) 6' x 20'

1/29/21

(TOTAL HEIGHT 7')

(1) 6' x 18'

6' x 6'

EXISTING BASE

17"WX30"LX26"H

(2) 6' x 20'

USE IN PLACE

CARDS PROVIDED FOR FUTURE USE

OPEN SLOTS IN CARD RACK

5, 6, 7, 8

DESIGNED:

DRAWN:

CHECKED:

PRI CHARD FARM ROAD

SI GNAL EQUI PM ENT/ M ATERI ALS

EXIST.

RESURFACI NG

PU BLIC W O RK S

TRA N SPO RTA TIO N

( 314)8498445

ST.LOUI S,M O 63128

EXIST. DOUBLE

13"WX24"LX12"H 10

(2) 6' x 20'

CREVE COEUR M I LL RD

MORTAR W/CONC. APRON

EXIST. SINGLE

26" D), W/ BATTERY BACKUP ON

REINFORCED PLASTIC

SINGLE

PULL BOX

ALUMINUM CABINET (55"H X 44"W X

PREPARED BY:

PREFORMED CONCRETE

D-8PH

SUI TE 203

BOX NUMBER

11820 TESSON FERRY ROAD

ACCESS ENG INEERING

CONTROLLER, GROUND MOUNT

SIGNAL EQUIPMENT TYPE

LLC

PULL BOX SCHEDULE

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

DATE:

RK AO MB

SHEET SEQUENCE:

41 OF

$FILEL$

COUNTY PROJECT NO.

AR-1563 ESTIMATED LOCATION OF 50'x100' SLC PTSE 13089/2140 THE RECORD DIMENSION 487.6' FROM THE

SIGNAL PHASING

FEDERAL PROJECT NO.

WEST LINE OF PARCEL 11, 12 & 13

STP 5526(646)

HAS BEEN IGNORED AND THE INTENDED

E.B. THRU - CREVE COEUR MILL ROAD

LOCATION OF THE EASEMENT HAS BEEN ESTIMATED

EXISTING CONDUIT (U.I.P.)

w/ PEDS. SOUTH SIDE

FROM LONG ESTABLISHED PAVEMENT AND SIDEWALKS

E-W GATEWAY TIP NO.

SHOWN APPROXIMATELY ON THE RECORDED EASEMENT EXHIBIT.

6834D-21 -----

E.B. LEFT - CREVE COEUR MILL ROAD 1-5c#14, 1-2c#18(S), EXIST. CABLES IN 4" CONDUIT

2-1C#14 W/TUBE JACKET,

W.B. THRU - CREVE COEUR MILL ROAD

MSD:

----20MSD-00522

IN SAWED SLOT (TYP)

w/ PEDS. NORTH SIDE

MSD BASE MAP:

8J,&9J 12O 12P

2-1C#14 W/TUBE JACKET, IN EACH OF TWO 1" CONDUITS

W.B. LEFT - CREVE COEUR MILL ROAD

1-P.B. (T.B.R.&R) w/1-14#18(APS), IN POLE

S.B. PATTONVILLE HIGH SCHOOL

SIGNAL PULL BOX (U.I.P.) REVI SI ONS

ADD 1-5c#14, 1-2c#18(S), IN EXIST. CONDUIT 2-1C#14 W/TUBE JACKET, IN 1" CONDUIT

2-1C#14 W/TUBE JACKET, IN SAWED SLOT (TYP) 1-2c#18(S), 1-F.O.C. (36 FIBERS) IN 2" CONDUIT

EXIST. R/W

1-1c#6(G), 1-5c#14, 1-2c#18(S), IN 2" CONDUIT

W 0' E 1 MAT I TH R ROX O P N P ( A

70 . 91 39+ 1 PI

95 9/ 8 720 MT S E NE PHO ALK) DEW SI OF

T ESM AS W G 9 0' 5 1 0 6/2 640

320' TO STOP LINE 3

D L R L I R M U E O E C V E 0 CR 0 2+ 4 1

' x 20 6'

95 9/ 8 720 MT S E ) E E HON FENC W P NK 0' 1 N LI HAI ATE C M I X OF RO TH APP NOR (

6' x 6'

PRELI MI NARY

30' 6'x

1-P.B. w/1-14#18(APS), IN POLE

EXIST. R/W

2-1C#14 W/TUBE JACKET, IN SAWED SLOT

2-1C#14 W/TUBE JACKET, IN 1" CONDUIT

REV.DATE

SIGNAL POST (U.I.P.)

' x 20 6'

' x 20 6' ' x 20 6'

0 0 + 1 4 1

1-P.B. (T.B.R.&R) w/1-14#18(APS), IN POLE

CONSTRUCTI ON

SIGNAL PULL BOX (U.I.P.)

NOT FOR

DRILL FOUR OPENINGS IN PULL BOX

DRILL THREE OPENINGS IN PULL BOX

APP.

SIGNAL POST (U.I.P.)

N.B. - BENNINGTON PLACE

DESCRI PTI ON

ENTR. w/ PEDS. WEST SIDE

DATE:

T ESM 56) PG 55 2 PB (

2-1C#14 W/TUBE JACKET, IN SAWED SLOT

VERIFICATION OF THE LOCATIONS OF ALL EXISTING UNDERGROUND ON THESE PLANS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE VERIFIED PRIOR TO ANY GRADING, EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS.

2-1C#14 W/TUBE JACKET, IN 1" CONDUIT

CONTACT ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC,

CL 1 0' W

SIGNAL POST (U.I.P.) MSD ES MT

9939/93

DIVISION OF OPERATIONS (SIGNALS SECTION) AT (314) 615-0215 A MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION WORK FOR LOCATING AND SPOTTING EXISTING TRAFFIC SIGNAL CONDUIT. IN THE

P L

IT IS THE RESPONSIBILITY OF THE CONTRACTOR / DEVELOPER TO

NEW 8-PHASE CONTROLLER AND CABINET W/#2-CHANNEL DETECTOR CARDS ON EXISTING CONCRETE BASE

1-P.B. (T.B.R.&R) w/1-14#18(APS), IN POLE

EVENT THE CONTRACTOR DAMAGES THE CONDUIT AND CABLE, REPAIRS SHALL BE MADE WITHIN 72 HOURS AT THEIR COST BY AN ELECTRICAL

DRILL FOUR OPENINGS IN PULL BOX

CONTRACTOR, AS DIRECTED BY ST. LOUIS COUNTY.

THE CONTRACTOR SHALL NOTIFY THE ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND

SIGNAL PULL BOX (U.I.P.)

6-5c#14, 8-2c#18(S), EXIST. CABLES IN 2-4" CONDUITS

PU BLIC W O RK S

SIGNAL CONTROLLER (T.B.R.&R.)

P L

CAUTION! EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT/CABLE

EXIST. R/W

FACILITIES, STRUCTURES AND UTILITIES, EITHER SHOWN OR NOT SHOWN

DRILL FOUR OPENINGS IN PULL BOX

BENNI NGTON ROAD

P L

NEW POWER SUPPLY, 120/240V, 3KW, 3 WIRE SERVICE, w/2-1#6(P), IN 2" CONDUIT, ON EXISTING UTILITY POLE AMEREN U.E.ADVSR.xxxxx. PUBLIC (314) xxx-xxxx PREMISE NO.123456 WORK REQUEST NO.123456

SIGNAL PULL BOX (U.I.P.)

SI GNAL PLAN

1-1c#6(G), 1-5c#14, 1-2c#18(S), IN 2" CONDUIT

TRA N SPO RTA TIO N

1-P.B. w/1-14#18(APS), IN POLE

EXISTING CONDUIT (U.I.P.)

CREVE COEUR M I LL RD

SHOWN ON THESE PLANS, SHALL BE CONSIDERED APPROXIMATE ONLY.

G TO

2-1C#14 W/TUBE JACKET, IN 1" CONDUIT

EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, IF

EXIST. R/W

W 5'

EXIST. R/W

SIGNAL POST (U.I.P.)

N IN

2-1C#14 W/TUBE JACKET, IN SAWED SLOT (TYP)

P L

MT ES C 5 LE 35 'E 3/1 x5 1 5 ' 5 1 3

EXIST. R/W

B EN

T ESM M SD 3 9 / 9939

1-2c#18(S), 1-F.O.C. (36 FIBERS) IN 2" CONDUIT

1-1c#6(G), 1-5c#14, 1-2c#18(S), IN 2" CONDUIT

STO RM W CO N ATE TRO R (PB L E SM T 255 PG 56)

SM T 15'E 32) 6 PG 9 (PB

6' x 6'

RO W TY CI 56) PG 55 2 (PB

0 0 + 38 1

310' TO STOP LINE

PREPARED BY:

30' 6'x

EXISTING CAMERA DETECTION (T.B.R.)

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

EXISTING CONDUIT (U.I.P.) 4

( 314)8498445

1-P.B. w/1-14#18(APS), IN POLE

LLC

' 0 0 0 2 + 9 x 3 ' 1 6

4a 1

ST.LOUI S,M O 63128

' x 20 6'

SUI TE 203

11820 TESSON FERRY ROAD

P L

3-5c#14, 4-2c#18(S), EXIST. CABLES IN 4" CONDUIT

ACCESS ENG INEERING

' x 20 6'

1/29/21

EXIST. R/W

0 0 + 0 4 1

' x 20 6'

RESURFACI NG

T ESM AS W G 0' 1 059 2 / 6 640

TRAFFIC'S DIVISION OF OPERATIONS (STRIPING SECTION) AT (314) 615-0233, 24 HOURS IN ADVANCE OF ANY STRIPING RELATED WORK. THE CONTRACTOR SHALL PERFORM ALL

2-1C#14 W/TUBE JACKET, IN 1" CONDUIT

2-5c#14, 3-2c#18(S), EXIST. CABLES IN 4" CONDUIT

TRAFFIC SIGNAL PRECONSTRUCTION NOTE:

DESIGNED:

2-1C#14 W/TUBE JACKET, IN SAWED SLOT 0

UNLESS NOTED OTHERWISE, ALL TRAFFIC SIGNAL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ST. LOUIS COUNTY

DRAWN:

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST. LOUIS COUNTY TRAFFIC SIGNALS"; AND WITH "ST. LOUIS COUNTY STANDARD DRAWINGS - TRAFFIC SIGNAL DETAILS". THE CONTRACTOR SHALL HAVE SAID

EXISTING CONDUIT (U.I.P.)

REFERENCES ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION/INSTALLATION OF THE SIGNALIZATION EQUIPMENT.

SCALE IN FEET

THE SECTION 904 SPECIFICATIONS ARE AVAILABLE AT: WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDSPECIFICATIONSFORHIGHWAYCONSTRUCTION

EXIST. R/W

SIGNAL PLANS WERE APPROVED.

SHEET SEQUENCE:

THE TRAFFIC SIGNAL DETAIL DRAWINGS ARE AVAILABLE AT: WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDDRAWINGS DRAWINGS IS CURRENT. THE STANDARD DRAWINGS IN EFFECT FOR THIS PROJECT WILL BE THOSE DRAWINGS AVAILABLE FOR

SCALE: 1" = 20'

THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE STANDARD DRAWINGS ERRATA SHEET TO ENSURE THEIR SET OF

CHECKED:

NOTE: TERMINATE AND/OR FUSION SPLICE F.O.C. AS DIRECTED BY ENGINEER

42 OF

VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED.

$FILEL$

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

TRAFFIC SIGNAL ITEMS QUANT.

Signal Head, Type 1S, Pedestrian

Ea.

904-28.07

Post, Signal, w/Sq. Pedestal Base and Post Cap, 7' Maximum Total Height, Aluminum

Ea.

904-43.88

Controller, Fully Actuated, (8 Phase Timer, in Aluminum Cabinet Approx. 55'H x 44"W x 26" D. Wired for 8

Ea.

LOOP NO.

STANDARD

QUADRUPOLE

(3-TURNS)

(2-4-2)

BASE NO. CARD POSITION

CHANNEL

IN RACK

USED

TYPE

EXIST. SIGNAL POST EXIST (U.I.P.)

Phase Operation) w/ internal Fiber Optic Modem and Terminal Housing TS2, Type 2, w/Battery Backup 904-49.20

Detector, Pedestrian Push Button, Freezeproof

Ea.

904-49.35

Detector, Vehicle Induction Loop, Card Rack Mtg.,2 Channel, w/Delay and Extension Timing and Relay Outputs

Ea.

904-51.00

Conduit, 1"

L.F.

322

904-52.00

Conduit, 2"

L.F.

686

904-54.00

Conduit, 4"

L.F.

218

904-83.05

Cable, Signal, #14 Gauge, 5 Conductor

L.F.

410

904-84.00

Wire, Stranded Ground, #6 Gauge

L.F.

100

904-85.05

Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Conduit and Pull Boxes)

L.F.

740

904-85.06

Cable, Detector Loop, #14 Gauge, 1 Conductor, w/Tube Jacket (In Sawed Slot)

L.F.

2410

904-85.18

Cable, Push Button and/or Detector Loop Lead-In, #18 Gauge, 2 Conductor (Shielded)

L.F.

2360

904-85.34

Cable, Communication, #18 Gauge, 4 Conductor (APS)

L.F.

904-89.17

Preformed Pull Box (17"W x 30"L x 26"min.H), Reinforced Polymer Concrete

Ea.

(2) 6' x 20'

E-W GATEWAY TIP NO. MAST ARM OR POST TYPE

(U.I.P.)

6834D-21 -----

SIGNAL EQUIPMENT TYPE 1 - 4S (ALL 12") (U.I.P)

CONCRETE BASE

MSD:

----20MSD-00522

1 - 5S (ALL 12") (U.I.P) 2 - 1S PED. (APRPOX. 16" x 18') (1R, 1 T.B.R.&R.)

MSD BASE MAP:

2 - PUSH BUTTON (1R, 1 T.B.R.&R.)

8J,&9J 12O 12P

B 1 - 1S PED. (APRPOX. 16" x 18') ALUMINUM SIGNAL POST

P-3

1 - PUSH BUTTON

W/ SQUARE BASE PEDESTAL (TOTAL HEIGHT 7')

(2) 6' x 20'

B 1 - 4S (ALL 12") (U.I.P)

904-95.10

Opening Drilled in Existing Concrete Pull Box

Ea.

904-97.42

Removal of Signal Head

Ea.

Removal of Existing Controller Cabinet

Ea.

904-98.89

Relocation of Existing Signal Cables

L.F.

1040

1 - 1S PED. (APRPOX. 16" x 18') ALUMINUM SIGNAL POST

P-3

1 - PUSH BUTTON

REVI SI ONS

2 - PUSH BUTTON (1R, 1 T.B.R.&R.)

W/ SQUARE BASE PEDESTAL (TOTAL HEIGHT 7')

(2) 6' x 20'

B 1 - 5S (ALL 12") (U.I.P)

904-97.33

2 - 1S PED. (APRPOX. 16" x 18') (1R, 1 T.B.R.&R.)

EXIST (U.I.P.)

EXIST. SIGNAL POST

1 - 4S (ALL 12") (U.I.P)

(U.I.P.)

1 - 1S PED. (APRPOX. 16" x 18') (T.B.R.&R.) 1 - PUSH BUTTON (T.B.R.&R.)

(2) 6' x 20'

B 1 - 4S (ALL 12") (U.I.P)

EXIST (U.I.P.)

EXIST. SIGNAL POST

1 - 3B (ALL 12") (U.I.P)

(U.I.P.)

1 - 5B (ALL 12") (U.I.P) 1 - 1S PED. (APRPOX. 16" x 18') (R)

(1) 6' x 30'

1 - PUSH BUTTON (R)

P-3

ALUMINUM SIGNAL POST

1 - 1S PED. (APRPOX. 16" x 18')

W/ SQUARE BASE PEDESTAL

1 - PUSH BUTTON

(TOTAL HEIGHT 7') 12

(1) 6' x 6'

PRELI MI NARY

1 - 5B (ALL 12") (U.I.P)

Ea.

(1) 6' x 30'

(U.I.P.)

1 - 3B (ALL 12") (U.I.P)

REV.DATE

Base, Type P-3, Concrete

EXIST. SIGNAL POST EXIST (U.I.P.)

904-91.43

CONTROLLER, GROUND MOUNT ALUMINUM

5 52

(1) 6' x 6'

D-8PH

CABINET (55"H X 44"W X 26"D), W/ BATTERY BACKUP ON EXISTING BASE

CARDS PROVIDED FOR FUTURE USE

CONSTRUCTI ON

904-24.01

SIZE AND TYPE OF LOOP

NOT FOR

UNIT

DESCRI PTI ON

DESCRIPTION

STP 5526(646)

SIGNAL BASE AND EQUIPMENT SCHEDULE

APP.

ITEM NO.

INDUCTION LOOP DETECTOR SCHEDULE

DATE:

1/29/21

SIGNAL EQUIPMENT TYPE BOX NUMBER

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

LLC ST.LOUI S,M O 63128

17"WX30"LX26"H

PRI CHARD FARM ROAD

SI GNAL EQUI PM ENT/ M ATERI ALS

EXIST. SINGLE 4

SUI TE 203

RESURFACI NG

PREFORMED

CREVE COEUR M I LL RD

PU BLIC W O RK S

PULL BOX SCHEDULE

CONCRETE

11820 TESSON FERRY ROAD

TRA N SPO RTA TIO N

PREPARED BY:

ACCESS ENG INEERING

OPEN SLOTS IN CARD RACK

DESIGNED:

SB DRAWN:

CHECKED:

AO MB

SHEET SEQUENCE:

43 OF

$FILEL$

COUNTY PROJECT NO.

AR-1563 PULL BOX SCHEDULE

FEDERAL PROJECT NO.

SIGNAL BASE AND EQUIPMENT SCHEDULE

TRAFFIC SIGNAL ITEMS

STP 5526(646)

SIGNAL EQUIPMENT TYPE UNIT

Pan Tilt Zoom (PTZ) Internet Protocol Surveillance Camera System (Camera w/Bracket, Managed Ethernet

Ea.

BOX NUMBER

CONCRETE BASE

BASE NO. CONCRETE

TYPE

REINFORCED PLASTIC

PREFORMED

MAST ARM OR POST TYPE

E-W GATEWAY TIP NO.

SIGNAL EQUIPMENT TYPE

6834D-21 -----

MORTAR W/CONC. APRON

MSD:

Switch and Misc. Cables)

11 EXISTING PULL BOXES 904-49.52

Software License, PTZ Camera

Ea.

(T.B.R.&R), 9 NEW PULL

904-52.00

Conduit, 2"

L.F.

3548

BOXES ALONG CREVE

904-85.36

Cable, Communication, Fiber Optic, 36 Fibers (30 Single-Mode and 6 Multi-Mode)

L.F.

9260

904-85.81

Cable, Communication, Power, PTZ and/or Detection, #24 Gauge, 4 Pair (Shielded)

L.F.

190

904-89.17

Preformed Pull Box (17"W x 30"L x 26"min.H), Reinforced Polymer Concrete

Ea.

904-95.30

Removal of Preformed Pull Box

Ea.

EXIST (U.I.P.) 17"WX30"LX26"H

(NW CORNER

EXIST. SIGNAL POST

UIP EXIST. EQUIPMENT

(U.I.P.)

1 - PTZ CAMERA

----20MSD-00522 MSD BASE MAP:

8J,&9J 12O 12P

MCKELVEY)

COEUR MILL ROAD

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

EXIST. PULLBOX (T.B.R.&R)

REVI SI ONS

1-F.O.C. (36 FIBERS) IN EXIST. BRIDGE CONDUIT

EXIST. PULLBOX (T.B.R.&R)

PR H IC

EXIST. PULLBOX (T.B.R.&R)

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

64 . +33 05 1 PT

00 + 08 1

00 + 07 1

x 6' x 6'

DATE:

1/29/21

1 2

6' x 6'

0 0 3+ 0 1

0 0 + 1 0 1 0 0 + 0 0 1 x 20' 6'

x 20' 6'

x 6' ' 20

EXIST. PULLBOX (UIP) x 6'

' 20

x 6'

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT EXISTING CONTROLLER AND CABINET (T.B.R.) INSTALL NEW 8-PHASE CONTROLLER AND CABINET W/ #2-CHANNEL DETECTOR CARDS ON EXISTING CONCRETE BASE

N CREVE COEUR M I LL RD

TERMINATE AND/OR FUSION SPLICE F.O.C. AS DIRECTED BY ENGINEER

DESIGNED: 0

120 DRAWN:

SCALE IN FEET SCALE: 1" = 40'

CHECKED:

1 OF 7

24 02. 00+ 1 PI

ICV

TRA N SPO RTA TIO N

EXIST. R/W

1 2"

PU BLIC W O RK S

x 20' 6' 16

I NTERCONNECT PLAN

0 0 + 8 9

0 0 + 9 9

PREPARED BY:

0 0 + 2 0 1

x 20' 6'

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

x 20' 6'

0 0 + 4 0 1

x 20' 6'

6' x 6' 26

x 20' 6'

( 314)8498445

x 20' 6'

LLC

ST.LOUI S,M O 63128

6' x 6'

x 20' 6'

SUI TE 203

11820 TESSON FERRY ROAD

x 20' 6'

00 + 05 1

2 2

6' x 6'

28 . +92 05 1 PI

' 20

90 48. 02+ PC1

x 6'

00 00. 00+ 1 PI

' 20

x 6'

00 + 06 1

ACCESS ENG INEERING

' 20

VE E CR

UR E CO

LL I M

PRELI MI NARY

EXIST. PULLBOX (T.B.R.&R)

75 8+ 10 A.

96 . +83 06 1 PI

EXIST. SIGNAL PULLBOX (UIP)

CONSTRUCTI ON

NE I HL

RD 1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

NOT FOR

TC MA

ARM UPRIGHT (SEE SIGNAL PLANS FOR QUANTITIES)

REV.DATE

A INSTALL NEW P.T.Z. CAMERA w/ POST EXTENSION ON EXISTING MAST

RESURFACI NG

904-49.51

QUANT.

DESCRI PTI ON

DESCRIPTION

APP.

ITEM NO.

SB AO MB

SHEET SEQUENCE:

44 OF

$FILEL$

TC MA

VE E CR 00 0+ 1 1

NE I HL 00 + 09 1

75 8+ 10 A. 0 40 80

SCALE: 1" = 40'

120 DESIGNED:

DRAWN:

SCALE IN FEET CHECKED:

45 OF

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

LLC

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

2 OF 7

00 2+ 1 1

PU BLIC W O RK S

EXIST. PULLBOX (T.B.R.&R) ST.LOUI S,M O 63128

0 0 + 5 1 1

SUI TE 203

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

11820 TESSON FERRY ROAD

0 0 6+ 1 1

CONSTRUCTI ON

NOT FOR

PRELI MI NARY

EXIST. PULLBOX (T.B.R.&R)

I NTERCONNECT PLAN

00 3+ 1 1

TRA N SPO RTA TIO N

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

ACCESS ENG INEERING

0 0 + 8 1 1

RESURFACI NG

UR E CO LL I M RD

CREVE COEUR M I LL RD

EXIST. PULLBOX (T.B.R.&R) BY

APP.

DESCRI PTI ON

REVI SI ONS

0 0 9+ 1 1

REV.DATE

+7 9 11

0 0 7+ 1 1

. A T S

00 4+ 1 1

PREPARED BY:

E N I L H 92 9. +7 119 C P

C T A

4 3 7. +6 114 T P

63 . +63 1 1 1 PC

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21 -----

MSD:

----20MSD-00522

MSD BASE MAP:

8J,&9J 12O 12P

00 0+ 2 1

EXIST. PULLBOX (T.B.R.&R) DATE:

1/29/21

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

00 + 1 1 1

SHEET SEQUENCE:

$FILEL$

LA NE INSTALL NEW PREFORMED PULLBOX

EXIST. PULLBOX (T.B.R.&R)

00 0+ 2 1

. A T S 1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

+7 9 11

5 0 40 80

SCALE: 1" = 40'

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

120 DESIGNED:

DRAWN:

SCALE IN FEET CHECKED:

46 OF

LLC MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

ST.LOUI S,M O 63128

NOT FOR CONSTRUCTI ON

EXIST. PULLBOX (T.B.R.&R)

PU BLIC W O RK S

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

SUI TE 203

00 + 27 1

PRELI MI NARY

00 + 28 1

11820 TESSON FERRY ROAD

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

ACCESS ENG INEERING

PREPARED BY:

98 2. +2 27 1 PC

00 + 29 1

3 OF 7

UTILITY POLE

TRA N SPO RTA TIO N

E N I L H 1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT 00 + 30 1

I NTERCONNECT PLAN

W/RISER

C T A

EXIST. PULLBOX (T.B.R.&R)

RESURFACI NG

79 . +41 25 1 PI

00 + 25 1

CREVE COEUR M I LL RD

00 + 23 1 84 . +79 23 1 PT

00 + 22 1 7 1 7. +6 22 1 C P

00 + 24 1

00 + 21 1 7 1 4. +6 21 1 PT

00 + 31 1

REV.DATE

4 1 9. +2 31 1 PT

DESCRI PTI ON

REVI SI ONS APP.

50 1+ 13 A. ST

E V E R C R U E O C M LL I NE I HL TC MA

92 9. +7 119 C P

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21 -----

MSD:

----20MSD-00522

MSD BASE MAP:

8J,&9J 12O 12P

DATE:

00 + 26 1

1/29/21

SHEET SEQUENCE:

$FILEL$

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 APP. BY

REVI SI ONS

8J,&9J 12O 12P

0 0 + 39 1

CONSTRUCTI ON

NOT FOR

DATE:

1/29/21

TERMINATE AND/OR FUSION SPLICE F.O.C. AS DIRECTED BY ENGINEER

INSTALL NEW PREFORMED PULLBOX

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

EXIST. SIGNAL PULLBOX (UIP)

00 + 33 1

( 314)8498445

LLC ST.LOUI S,M O 63128

PU BLIC W O RK S

32 94. 35+ PT1 84 8. +8 34 1 PC

05 4. +0 32 1 PI

G TO

EXISTING CONTROLLER AND CABINET (T.B.R.) INSTALL NEW 8-PHASE CONTROLLER AND CABINET W/ #2-CHANNEL DETECTOR CARDS ON EXISTING CONCRETE BASE

SUI TE 203

N IN

00 + 35 1

00 + 34 1

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

TRA N SPO RTA TIO N

B EN

0 0 + 36 1

PREPARED BY:

0 0 + 37 1

11820 TESSON FERRY ROAD

ACCESS ENG INEERING

0 0 + 38 1

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

0 0 + 0 4 1

RD P EN N

D L R L I R M U E CO E V CRE

+75

0 0 + 1 4 1

14 2 TA. NE S I C HL

70 . 91 39+ 1 PI

M AT

0 0 2+ 4 1

PRELI MI NARY

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

REV.DATE

EXIST. SIGNAL PULLBOX (UIP)

TORNADO SIREN W/SOLAR PANEL

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

ST NE LI ) 18 G LD PG 'B 20 339 B (P

50 1+ 13 A.

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

4 OF 7

CREVE COEUR M I LL RD

NE I HL

NE LI 8) 1 G LD PG 'B 9 0 3 2 3 PB (

00 + 32 1

I NTERCONNECT PLAN

EXIST. PULLBOX (UIP)

RESURFACI NG

TC MA

INSTALL NEW PREFORMED PULLBOX

INSTALL NEW PREFORMED PULLBOX DESIGNED: 0

120 DRAWN:

SCALE IN FEET SCALE: 1" = 40'

CHECKED:

SHEET SEQUENCE:

$FILEL$

40 80

SCALE: 1" = 40'

120 DESIGNED:

DRAWN:

SCALE IN FEET CHECKED:

48 OF

5 OF 7

PU BLIC W O RK S

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

LLC

0 0 + 1 5 1

ST.LOUI S,M O 63128

0 0 2+ 5 1

SUI TE 203

0 0 3+ 5 1

11820 TESSON FERRY ROAD

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

CONSTRUCTI ON

NOT FOR

PRELI MI NARY

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

I NTERCONNECT PLAN

0 0 3+ 4 1

TRA N SPO RTA TIO N

1-F.O.C. (36 FIBERS) IN 2" CONDUIT 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

REV.DATE

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

ACCESS ENG INEERING

48 53. 52+ 1 PI

APP.

DESCRI PTI ON

REVI SI ONS

INSTALL NEW PREFORMED PULLBOX

RESURFACI NG

U CO E CT

E CREVE COEUR M I LL RD

0 0 + 0 5 1

PREPARED BY:

0 0 + 8 4 1 84 58. 50+ PT1

INSTALL NEW PREFORMED PULLBOX

0 53+5 TA.1 NE S HLI

0 0 + 9 4 1

R ID G

OOD

0 0 + 4 4 1

75 14 2+ TA. NE S I C HL M AT 0 0 + 5 4 1

F LE

0 0 + 6 4 1 9 1 67. 49+ PC1

INSTALL NEW PREFORMED PULLBOX

M ATC

INSTALL NEW PREFORMED PULLBOX

CR E

0 0 + 7 4 1

E TW

RD L L MI R U OE C VE CRE 36 50. 49+ 1 PI

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21 -----

MSD:

----20MSD-00522

MSD BASE MAP:

8J,&9J 12O 12P

DATE:

1/29/21

SHEET SEQUENCE:

$FILEL$

0 0 + 1 6 1

0 0 + 0 6 1

0 40 80

SCALE: 1" = 40'

120 DESIGNED:

DRAWN:

SCALE IN FEET CHECKED:

49 OF

PU BLIC W O RK S

0 0 2+ 6 1

LLC MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

ST.LOUI S,M O 63128

INSTALL NEW PREFORMED PULLBOX

SUI TE 203

0 0 3+ 6 1

11820 TESSON FERRY ROAD

6 OF 7

TRA N SPO RTA TIO N

FOR

0 53+5 TA.1 NE S HLI 0 0 + 4 5 1

EUR O C VE CRE RD L L MI

0 0 + 4 6 1

I NTERCONNECT PLAN

0 0 + 6 5 1

B ED

0 0 + 7 5 1

CONSTRUCTI ON

NOT FOR

PRELI MI NARY

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

ACCESS ENG INEERING

REV.DATE

INSTALL NEW PREFORMED PULLBOX

RESURFACI NG

0 0 + 9 5 1

PREPARED BY:

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

CREVE COEUR M I LL RD

0 0 + 8 5 1 6"

M ATC

0 0 + 5 5 1

INSTALL NEW PREFORMED PULLBOX

5 64 +2 TA.1 NE S C HLI

52 74. + 61 PC1

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

M AT

48 88. 59+ 1 PI

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1563

FEDERAL PROJECT NO.

STP 5526(646)

E-W GATEWAY TIP NO.

6834D-21 -----

MSD:

----20MSD-00522

MSD BASE MAP:

8J,&9J 12O 12P

DATE:

1/29/21

SHEET SEQUENCE:

$FILEL$

COUNTY PROJECT NO.

AR-1563 FEDERAL PROJECT NO.

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

6834D-21 ----MSD:

----20MSD-00522 MSD BASE MAP:

INSTALL NEW P.T.Z. CAMERA ON EXISTING EXTENDED HEIGHT MAST ARM UPRIGHT

DESCRI PTI ON BY

1-4PR#24(S) IN EXIST. CONDUIT

APP.

REVI SI ONS

8J,&9J 12O 12P

REV.DATE

EXIST. SIGNAL PULLBOX (UIP)

00 + 73 1

00 2+ 7 1

00 + 1 7 1

8" RC P 0 0 + 0 7 1

DATE: 0 0 + 9 6 1

1/29/21

0 0 + 8 6 1

TELE JB

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

UTILITY POLE

EXIST. SIGNAL PULLBOX (UIP)

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT 1-4PR#24(S) IN EXIST. CONDUIT

MI SSOURISTATE ENGI NEERI NG CORPORATI ON #2000172588

( 314)8498445

PU BLIC W O RK S

TELE

TRA N SPO RTA TIO N

25 164 +

E LV

TELE

SUI TE 203

0 0 + 5 6 1

11820 TESSON FERRY ROAD

PREPARED BY:

0 0 + 6 6 1

M CK

TA. NE S C HLI

98 88. 68+ PT1

0 0 + 7 6 1

LLC

ACCESS ENG INEERING

M AT

R OEU C VE CRE

D L R L I M

ST.LOUI S,M O 63128

02 43. 66+ PRC1

PRELI MI NARY

51 68. 69+ PC1

EXIST. PULLBOX (T.B.R.&R)

NOT FOR

1-F.O.C. (36 FIBERS) IN 2" CONDUIT

CONSTRUCTI ON

85 . 1 +7 72 1 PT

1-4PR#24(S) IN EXIST. CONDUIT

1-F.O.C. (36 FIBERS) IN EXIST. CONDUIT

DESIGNED: 0

120 DRAWN:

SB AO

SCALE IN FEET SCALE: 1" = 40'

7 OF 7

CONNECT F.O.C. (36 FIBERS)

I NTERCONNECT PLAN

EXIST. CONTROLLER (UIP)

EXIST. PULLBOX (UIP)

RESURFACI NG

EXIST. PULLBOX (T.B.R.&R)

CREVE COEUR M I LL RD

CHECKED:

SHEET SEQUENCE:

$FILEL$