Washington Street Resurfacing Preliminary Plans by STLCOGOV

COUNTY PROJECT NO.

AR-1719 AR-1719 FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609)

PRELIMINARY PLANS

E-W GATEWAY TIP NO.

6834H-21 MSD:

0000000-00

WASHINGTON STREET IMPROVEMENTS

MSD BASE MAP:

PROJECT LIMITS

INDEX OF SHEETS

STA 3+23.80

T IN

70 + 00

(U.I.P.)

TO BE REMOVED AND REPLACED

(T.B.R.&R.)

TO BE REMOVED AND REPLACED BY OTHERS

500

E K A

80 + 00

1,500

1,000

4/23/2020

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

ADJUST TO GRADE

(A.T.G)

F. 636 537 0275

RH DE

DATE:

75 + 00

STA 86+50.00

LENGTH OF PROJECT

MSD CERTIFICATION

PROJECT BENCHMARKS:

CONTROL BOX SITUATED 30 FEET MORE OR LESS SOUTH OF THE SOUTHERNMOST CORNER OF THE TENNIS COURTS IN TOWER COURT PARK; ROUGHLY 35 FEET NORTHWEST OF THE CENTERLINE OF NEW FLORISSANT ROAD, AND 40 FEET NORTHEAST OF THE CENTERLINE OF WASHINGTON STREET.

ESTIMATED ROUGH NAD83 LAT=38.789158°±(N/+) LONG=90.322784°±(W/-)

MINOR ARTERIAL

BEGINNING OF PROJECT

STA.

3+23.80

DESIGN YEAR:

2036

END OF PROJECT

STA.

86+50.00

CURRENT ADT (YEAR):

9050

APPARENT LENGTH

DESIGN ADT (YEAR):

9141

STREET AND 17 FEET WEST OF ST. JEAN STREET. SP MO EAST N=328,449±E=264,735±METER ESTIMATED ROUGH NAD83 LAT=38.792845°±(N/+) LONG=90.330384°±(W/-)

TRUCK PERCENTAGE (T) =

TRIMBLE BUSINESS CENTER SOFTWARE TO CONFIRM POSITIONAL ACCURACY OF THE DATA.

FEET

NET LENGTH OF PROJECT

8,282.30

FEET

43.9

FEET

N.T.S. CH ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:

NO CONSTRUCTION BETWEEN

A R B O

DESIGN SPEED (V) = POSTED SPEED (V) =

R D

E L I Z A B E T H

EDSI USED THE STATE PLANE NAD83, ZONE 2401, MO EAST GRID COORDINATE SYSTEM. THIS

NET LENGTH OF PROJECT

8,282.30

FEET

1.569

MILES

FOLLOWING DATA AS PROVIDED BY SLCDOT:

1.569

MILES W NE

DATE

AI RPO

170

R FL O

N.T.S.

SS I

PROJECT SPECIFIC AVERAGE COMBINED GRID FACTOR: 0.99991662

PROJECT LOCATION

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

LOCAL PROJECT SPECIFIC COORDINATE NORTH 30,000 US FEET, EAST 30,000 US FEET

MO EAST ZONE NAD83 STATE PLANE COORDINATES - NORTH 328,000 METERS, EAST 264,000 METERS

RY FER

FEDERAL LENGTH

PROJECT SPECIFIC STATE PLANE INDEX POINT:

SIGNED P.E.

S L L A H

STATE LENGTH

COORDINATE SYSTEM WAS CONVERTED TO A SLCDOT LOCAL COORDINATE ZONE USING THE

367

W E N

25 MPH WEST OF NEW FLORRISANT 30 MPH EAST OF NEW FLORRISANT

N IE R

E AV

RECEIVER, USING RTK CORRECTIONS FROM THE MODOT VRS NETWORK. DATA WAS PROCESSED WITH

STA 56+20.81 TO STA 56+64.71 (BRIDGE)

WASHINGTON ST: SURVEY DATA WAS OBTAINED WITH A TRIMBLE SX-10 TOTAL STATION AND A TRIMBLE R10 GPS

TOTAL CORRECTIONS

HO W

SQUARE ON A CONCRETE TRAFFIC SIGNAL BASE; 25 FEET NORTH OF THE CENTERLINE OF WASHINGTON

FEET

T AN RD

STANDARD SPECIFICATIONS

ST. LOUIS COUNTY, MISSOURI DEPARTMENT OF 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.

NAVD88(SLC2011A) ELEV. = 557.27 FT US (OR) 169.855 METER NGVD29 ELEV. = 557.70 FT US

FEET

DIRECTIONAL DISTRIBUTION (D) =

4238

8,326.20

EQUATIONS AND EXCEPTIONS

Y FERR

SP MO EAST N=328,041±E=265,214±METER

WASHINGTON ST:

UTILITY NOTE 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. P-NUMBER:

0000000-00

TI TLE SHEET

CUT “L”ON THE EASTERN MOST CORNER OF THE CONCRETE BASE OF RAISED METAL TRAFFIC SIGNAL

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 L LD HAL O

NAVD88(SLC2011A) ELEV. = 578.60 FT US (OR) 176.357 METER NGVD29 ELEV. = 578.99 FT US

WASHINGTON ST

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

FUNCTIONAL CLASSIFICATION:

4357

LOCATOR MAP

RFO RD DR W AT E

DESIGN CRITERIA

PROJECT SPECIFIC INFORMATION

88 + 20

Chest er f i el d,M i ssour i63017

FATIMA CT

AH AM

SCALE: 1" = 500'

(RELOC.)

(T.B.A.&F.)

RELOCATE

HE LL

TO BE ABANDONED AND FILLED

SCALE IN FEET

85 + 00

TRA N SPO RTA TIO N

END PROJECT

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

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

DE RS

ADJUST TO GRADE BY OTHERS

4/ 23/ 2020

RD E K A H R DE

T. 636 537 5585

USE IN PLACE

PRELI MI NARY

E 65 + 00

CONSTRUCTI ON

N L R

A W D E

T C E

IN G T O N

S A

P UM CL

60 + 00

A SH 36

W 50

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

A H P L A

O (T.B.A.)

SIGNAL PLANS

PU BLIC W O RK S

R D

CH O N

C A ST H

55 + 00

TO BE ABANDONED

44-48

N (T.B.R.)

CURB RAMP DETAILS

TO BE REMOVED

34-43

S A

C.E. R.E.

DRIVEWAY PROFILES

P.R.W.E.

RESIDENTIAL ENTRANCE

23-33

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

COMERCIAL ENTRANCE

PLAN AND PROFILE

AND SEWER EASEMENT PERMANENT RETAINING WALL EASEMENT

5 -22

50 + 00

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

MAINTENANCE AND UTILITY SIDEWALK

TYPICAL SECTIONS

N L

E LLO

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

3 -4

A IL L

D AR H C OR

P.F.E.

P.T.S.E.

PERMANENT FOOTING EASEMENT

F LO R I SSA N T RD H YAT T AVE .

ST E B OON

ST RK CLA

Y E TT

N O R TH

PERMANENT TRAFFIC SIGNAL EASEMENT

T.S.C.L.

4 5 +0 0

A U BU

P.S.E.

TEMPORARY SLOPE AND CONSTRUCTION LICENSE

LA F A

4 0 + 0 0

N OR T

PERMANENT SIDEWALK EASEMENT

P.D.E.

N EW E R LY

PERMANENT DRAINAGE EASEMENT

35 + 0 0

FOR M

SIGN

30 + 0 0

RAILROAD

2 5 + 0 0

S ST RU E

GUARDRAIL

2 0 + 0 0

N OR T

FENCE (DESIGNATE TYPE)

K OC BL

CQ U E

TREE/VEGETATION LINE

SUMMARY OF QUANITITES

1 5 + 0 0

ST .J A

ST .JE A RU E

TREE OR SHRUB (DESIGNATE DIA. & TYPE)

580 W ASHI NGTON STREE T

ST .P I E RU E

CONSTRUCTION LIMITS (C.L.)

TITLE SHEET

560 WA SHI NGTON STREE T

E-ELECTRIC

1 0 + 0 0

RRE

T-TELEPHONE/CATV G-GAS

DESCRIPTION

NOT FOR

5 + 0 0

UNDERGROUND UTILITY (TYPE SPECIFIED)

R SO N

P L

PROPERTY LINE

W-WATER

WASH I NGTO N

0 + 0 0

JE F F E

RIGHT-OF-WAY EXISTING

SHEET NUMBER

CITY OF FLORISSANT

RIGHT-OF-WAY NEW

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

BEGIN PROJECT

SYMBOLOGY

DESCRIPTION

REV.DATE

GENERAL LEGEND

REVI SI ONS

FEDERAL PROJECT NO. STP 5598(608)

APP.

ST. LOUIS COUNTY PROJECT NO. AR-1719

DESCRI PTI ON

8J, 9J 8J, 9J

APPROVED: M.S.D. BASE MAP:

8J, 9J Deanna Venker, P.E.

DESIGNED:

Director

REVIEW ENGINEER:

GDO DRAWN:

APPROVAL DATE:

DATE:

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\001_AR-1719_Title.dgn

SUM M ARY OF QUANI TI TES

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

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

4/ 23/ 2020

CONSTRUCTI ON

NOT FOR

PRELI MI NARY

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1719 AR-1719

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

0000000-00

MSD BASE MAP:

8J, 9J 8J, 9J

DATE:

4/23/2020

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\002_AR-1719_Quantities.dgn

COUNTY PROJECT NO.

21.375'

35.0'

MATCH EXIST BACK OF WALK

3" MILL

12.0'

TREELAWN

12.5'

11.5'

3.75'

4.0'

TREE LAWN

EXIST. SW

0000000-00

1.0' P.S.E. VARIES T.S.C.L. SEE PLANS

3" MILL

MSD BASE MAP:

8J, 9J 8J, 9J

NEW 5'W 4" CONC SDWLK

1.5% 1.5%

1.5%

5.0' 5.0'

NEW SW EXIST. CURB (U.I.P.)

EXIST. CURB (U.I.P.)

1-3/4" SP125 BASE COURSE

1-1/4" SP95 SURFACE COURSE

MATCH EXIST BACK OF WALK

5.0'

NEW SW

EXIST. CURB (U.I.P.)

1-1/4" SP95 SURFACE COURSE

EXIST. ASPHALT PAVEMENT

4" TYPE 5 AGGREGATE

EXIST. CURB (U.I.P.)

1-3/4" SP125 BASE COURSE

EXIST. ASPHALT PAVEMENT

REVI SI ONS

4" TYPE 5 AGGREGATE

STA 3+85.43 TO STA 7+37.80

WASHINGTON ST

REV.DATE

WASHINGTON ST STA 25+67.63 TO STA 29+24.60

EXIST. ROW

WASHINGTON ST 21.375'

3.5'

5.0'

TREE LAWN

EXIST. SW

EXIST. ROW

1.0' P.S.E. NEW 5'W 4" CONC SDWLK

3" MILL

21.375'

EXIST. FENCE STA 7+64 TO STA 12+86 (CHAIN LINK) (U.I.P.)

1.5%

11.5'

MATCH EXIST BACK OF WALK

EXIST. CURB (U.I.P.)

EXIST. ASPHALT PAVEMENT

12.5'

3.75'

4.0'

TREE LAWN

EXIST. SW

1.0' P.S.E. VARIES T.S.C.L. SEE PLANS

3" MILL

NEW 5'W 4" CONC SDWLK

4" TYPE 5 AGGREGATE

EXIST. CURB (U.I.P.)

1-1/4" SP95 SURFACE COURSE

EXIST. ROW

WASHINGTON ST

1.5%

1-3/4" SP125 BASE COURSE

MATCH EXIST BACK OF WALK

5.0' NEW SW

EXIST. CURB (U.I.P.)

WASHINGTON ST STA 7+37.80 TO STA 10+81.41

4" TYPE 5 AGGREGATE

1-1/4" SP95 SURFACE COURSE EXIST. ASPHALT PAVEMENT EXIST. ROW

PRELI MI NARY

12.75'

DATE:

4/23/2020

EXIST. CURB (U.I.P.)

1-3/4" SP125 BASE COURSE

T. 636 537 5585

11.0'

21.375'

EXIST. ROW

WASHINGTON ST 21.375'

21.375' 16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

WASHINGTON ST STA 29+24.60 TO STA 31+15.96

3.5'

4.0'

TREE LAWN

EXIST. SW

1.0' P.S.E. VARIES T.S.C.L. SEE PLANS NEW 5'W 4" CONC SDWLK

3" MILL

EXIST. FENCE STA 7+64 TO STA 12+86 (CHAIN LINK) (U.I.P.)

1.5%

MATCH EXIST BACK OF WALK

5.0' NEW SW

EXIST. CURB (U.I.P.)

EXIST. ROW

WASHINGTON ST 21.375'

21.375'

4" TYPE 5 AGGREGATE

1-1/4" SP95 SURFACE COURSE EXIST. ASPHALT PAVEMENT

6.0'

EXIST. CURB (U.I.P.)

1-3/4" SP125 BASE COURSE

NEW SW 15.4'

15.5'

4.0'

3" MILL

STA 10+80.41 TO STA 12+92.07

NEW TYPE 'S' CURB MATCH EXIST. FACE AND HEIGHT OF CURB

EXIST. ROW

WASHINGTON ST 21.375'

1.0' P.S.E. VARIES T.S.C.L. SEE PLANS

EXIST. SW

WASHINGTON ST

EXIST. ROW

TRA N SPO RTA TIO N

12.75'

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

11.0'

1.5%

21.375' NEW 6'W 4" CONC SDWLK

11.0'

12.50'

3.75'

4.0'

TREE LAWN

EXIST. SW

1.0' P.S.E. NOTES: VARIES T.S.C.L. SEE PLANS NEW 5'W 4" CONC SDWLK

3" MILL 1.5%

5.0' NEW SW

EXIST. CURB (U.I.P.) 1-1/4" SP95 SURFACE COURSE EXIST. ASPHALT PAVEMENT

1-3/4" SP125 BASE COURSE

WASHINGTON ST

EXIST. CURB (U.I.P.)

EXIST. FENCE STA 15+33 TO STA 16+22 (ORNAMENTAL) (T.B.R.&R.) MATCH EXIST BACK OF WALK 4" TYPE 5 AGGREGATE

4" TYPE 5 AGGREGATE 1-1/4" SP95 SURFACE COURSE

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

EXIST. ASPHALT PAVEMENT

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.

1-3/4" SP125 BASE COURSE

WASHINGTON ST STA 31+15.96 TO STA 33+00.00

EXIST. 1.0' W CURB (T.B.R.) * STA 31+46.08 TO STA 32+69.78 REPLACE EXIST. CURB WITH NEW TYPE 'S' CURB

DESIGNED:

AMA

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

DRAWN:

AMA

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.

CHECKED:

STS 0

STA 12+92.07 TO STA 25+67.63 7) CONTRACTOR SHALL PROTECT EXISTING CURBING DURING MILL AND OVERLAY OPERATIONS.

4/ 23/ 2020

MATCH EXIST BACK OF WALK

MSD:

5.0'

TYPI CAL SECTI ONS

TREE LAWN

13.0'

CONSTRUCTI ON

EXIST. SW

11.0'

6834H-21

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

3.75'

E-W GATEWAY TIP NO.

PU BLIC W O RK S

4.0'

21.375'

Chest er f i el d,M i ssour i63017

NEW 5'W 4" CONC SDWLK

STP-5598(609) STP 5598(609)

NOT FOR

2.1'

FEDERAL PROJECT NO.

F. 636 537 0275

21.375'

WASHINGTON ST

DESCRI PTI ON

VARIES T.S.C.L. SEE PLANS

EXIST. ROW

WASHINGTON ST

AR-1719 AR-1719

EXIST. ROW

APP.

EXIST. ROW

SHEET SEQUENCE:

SCALE IN FEET SCALE: 1" = 5' N:\E19030 STL Co Washington St\drawings\Output\004_AR-1719_Typicals.dgn

COUNTY PROJECT NO.

AR-1719 AR-1719 FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

6834H-21

EXIST. ROW

MSD:

21.375'

0000000-00

EXIST. ROW

WASHINGTON ST

6.0' NEW SW

EXIST. SW

15.3'

14.2'

4.0' SW

NEW 6'W 4" CONC SDWLK

RAIL

1.5%

REVI SI ONS

RAIL

4" TYPE 5 AGGREGATE

REV.DATE

WASHINGTON ST STA 56+21.24 TO STA 56+54.42 BRIDGE EXCEPTION (NO WORK ON BRIDGE)

STA 33+00.00 TO STA 34+73.37

EXIST. ROW

WASHINGTON ST

21.375'

14.0'

14.5'

6.0'*

*6.0' - STA 34+73.37 TO STA 38+32.33

NEW SW

5.0' - STA 38+32.33 TO STA 42+60.96

MATCH EXIST BACK OF CURB

3" MILL

FULL DEPTH SAWCUT

30.0'

EXIST. FENCE STA 34+79 TO STA 36+40 (ORNAMENTAL)

NEW 5'W 4" CONC SDWLK

MODULAR BLOCK WALL STA 34+73 TO STA 37+65 (U.I.P.)

1.5%

VARIES 30.0' TO 19.9'

SIDEWALK

TREELAWN

SHLDR

12.6'

VARIES 4.0' TO 5.0'

VARIES

VARIES 2.5' TO 4.0'

13.4' SHLDR VARIES 3.0' TO 5.0'

3" MILL

1.5%

1.0'

5.0'

DATE:

4/23/2020

NEW SW

1-3/4" SP125 BASE COURSE

NEW TYPE 'S' CURB FOR BUMPOUT MATCH EXISTING ADJACENT CURB HEIGHT STA 35+23.47 TO STA 35+75.86 AND STA 37+01.70 TO STA 37+12.36

WASHINGTON ST STA 61+56.60 TO 71+09.00

EXIST. ROW

WASHINGTON ST

VARIES 40.0' TO 30.0'

4.0'

TREELAWN VARIES

19.5' TO 11.0'

1.5%

STA 76+50 TO STA 77+75 AND STA 79+50 TO STA 81+50 PAVED PARKING LANE STA 77+75 TO STA 79+50 PAVED SWALE

1.0'*

5.0' NEW SW

VARIES 20.0'-42.9'

4" TYPE 5 AGGREGATE

VARIES 20.0'-75.57'

10.1'

18.2'

SHLDR VARIES 1.5' TO 2.0' 3" MILL

NEW 5'W 4" CONC SDWLK

SIDE

NEW SW EXIST. CURB 1-3/4" SP125 BASE COURSE

WASHINGTON ST STA 42+60.96 TO STA 56+21.24 STA 56+54.42 TO 61+56.60

PAVED DITCH STA 73+00 TO 77+00

EXIST. ASPHALT PAVEMENT 1-3/4" SP125 BASE COURSE

WASHINGTON ST STA 71+09.00 TO 86+50.00

1.5%

5.0'

EXIST. CURB

SHLDR VARIES 1.5' STA 73+00 TO STA 77+00 1.5'-0.0' STA 77+00 TO STA 79+00

1-1/4" SP95 SURFACE COURSE

MATCH EXIST. BACK OF WALK VARIES

EXIST. ASPHALT PAVEMENT

8.6'

LAWN WALK VARIES VARIES 0.0'-4.0'4.0'-5.0'

3" MILL

1-1/4" SP95 SURFACE COURSE

16.9'

* DISTANCE VARIES STA 72+21.82 TO STA 76+85.65

EXIST. TREE

VARIES 30.0' TO 20.0'

2.5'

EXIST. ROW

WASHINGTON ST

EXIST. ROW

WASHINGTON ST

STA 34+73.37 TO STA 42+60.96

EXIST. ROW

1-3/4" SP125 BASE COURSE

TRA N SPO RTA TIO N

EXIST. ASPHALT PAVEMENT

T. 636 537 5585

EXIST. CURB

1-1/4" SP95 SURFACE COURSE

4" TYPE 5 AGGREGATE

NEW 5'W 4" CONC SDWLK

FULL DEPTH SAWCUT

TIE TO EXIST. PAVEMENT

4" TYPE 5 AGGREGATE

NEW TYPE 'S' CURB FOR EXIST. CURB REPLACEMENT MATCH EXISTING ADJACENT CURB HEIGHT STA 43+18.30 TO STA 44+22.09

NEW SIDEWALK

NEW PAVED APPROACH

1.5%

MATCH EXIST DRIVEWAY PAVEMENT SEE PLANS 6" NON-REINFORCED CONCRETE OR 6" TYPE 'X' ASPHALT BASE WITH 2" TYPE 'C' ASPAHLT SURFACE COURSE OR 6" GRAVEL (A) 4" TYPE 5 AGGREGATE

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

DESIGNED:

6) ALL SIDEWALK SHALL BE PLACED IN ACCORDANCE WITH THE AMERICAN WITH DISABILITIES ACT AND ST LOUIS COUNTY STANDARD DETAILS. 6" NON-REINFORCED CONCRETE PAVEMENT NOTE: SEE DRIVEWAY PROFILES FOR ADDITIONAL DETAILS.

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

EXIST. CURB

EXIST. ASPH CURB

4" TYPE 5 AGGREGATE

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

NEW 6'W* 4" CONC SDWLK

TYPI CAL SECTI ONS

EXIST. ROW

WASHINGTON ST

PRELI MI NARY

EXIST. ROW

4/ 23/ 2020

WASHINGTON ST

CONSTRUCTI ON

* STA 33+69.91 TO STA 33+88.05 REPLACE EXIST. CURB WITH NEW TYPE 'S' CURB

1-3/4" SP125 BASE COURSE

EXIST. ASPHALT PAVEMENT

EXIST. CURB 1-1/4" SP95 SURFACE COURSE

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

EXIST. CURB

PU BLIC W O RK S

3" MILL

30.0'

VARIES T.S.C.L. SEE PLANS

5.0' * MATCH EXIST BACK OF CURB

30.0'

1.0' P.S.E.

NOT FOR

15.0'

8J, 9J 8J, 9J

F. 636 537 0275

15.9'

MSD BASE MAP:

Chest er f i el d,M i ssour i63017

21.375'

DESCRI PTI ON

WASHINGTON ST

APP.

EXIST. ROW

AMA DRAWN:

AMA

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

CHECKED:

STS 0

SHEET SEQUENCE:

SCALE IN FEET

ENTRANCE PAVEMENT SCALE: 1" = 5' N:\E19030 STL Co Washington St\drawings\Output\005_AR-1719_Typicals.dgn

COUNTY PROJECT NO. N\F UNI ONE L E C T R I CC OMP A NY 2 4 7WA S HI NGT ONS T R E E T DB 317 PG 241 L OC #0 8 J 4 1 1 1 2 2

N/F HA R T MA NN, MA T T HE W AND MICHELLE 2 5 5WA S HI NGT ONS T R E E T

N/F GE T T E ME I E R , J OS E P HI NE , T R US T E E 4 0 0R UES A I NTF E R DI NA NDS T R E E T DB 7001 PG 942 L OC #0 8 J 4 1 1 0 7 8

DB. 18747/1055

N/F C OOK , A NDR E WJ . &L A UR E NE . 2 7 5WA S HI NGT ONS T R E E T DB . 2 0 4 0 1P G1 7 6 7 L OC #0 8 J 4 1 1 1 0 0

AR-1719 AR-1719

FEDERAL PROJECT NO. N/F NAPOLI, KOSTA 2 9 5WA S HI NGT ONS T R E E T DB . 1 1 8 1 1P G1 3 4 1 L OC #0 8 K 4 1 1 1 1 1

N\F ROSE MARIE BERRY 301 WASHINGTON STREET

N\F GLADYS C. THEISMAN 317 WASHINGTON STREET

STP-5598(609) STP 5598(609)

DB 6664 PG 2321 BENEFICIARY DEED 21125 PG 462 LOC# 08J410132 COMMITMENT# 18-225820-KEE

DB 13965 PG 1082

E-W GATEWAY TIP NO.

LOC# 08J410121 COMMITMENT# 18-225821-KEE

6834H-21 MSD:

0000000-00 MSD BASE MAP:

1+00

4 9 °

CONC

104+00

105+00 2"

SEE CURB RAMP DETAIL A

2+00

(U.I.P.)

3+00

4+00

5+00

CPP) 8" NCP (

WM R STAI

08J1-081S

(A.T.G.) WM

U POLE

(U.I.P.)

U POLE

(U.I.P.)

(U.I.P.) EXIST ROW BEGIN MILL AND OVERLAY AT EDGE OF CONCRETE PAVEMENT.

EXIST CONC CURB

(U.I.P.)

BEGIN PROJECT ASPH

PROPOSED CONCRETE SIDEWALK SIDEWALK REMOVAL TYPE 'C' ASPHALT

1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 5.0' TO FACE OF CURB. 2) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS. N\F DONA L DLS R . &L OUI S EMA R I EMC E L R OY 3 8 0R UES T . F E R DI NA NDS T R E E T DB1 9 8 8 7P G6 3 9 L OC #0 8 J 4 1 1 0 8 9

N\F R I C HA R DDE P OS K I 2 8 0WA S HI NGT ONS T R E E T

N\F UNI ONE L E C T R I CC OMP A NY 2 7 8WA S HI NGT ONS T R E E T DB 317 PG 241 L OC #0 8 J 4 1 0 9 5 6

N\F JAMES V. JR. & MARTHA K. CARROLL 300 WASHINGTON STREET DB 6648 PG 1172

DB1 4 4 2 0P G4 9 6 L OC #0 8 J 4 1 0 0 8 8

LOC# 08J410033

PROPOSED MILL AND OVERLAY

(U.I.P.)

DB 11093 PG 1301

SHEET NOTES:

LEGEND

08J1-158D

ST.P IER R E

WASHINGTON ST STA 3+72.63= ST PIERRE ST STA 50+00.00

N\F EVELYN LOUI SE DARROUGH TRUSTEE 318 W ASHI NGTON STREET

STA 3+23.80

PRELI MI NARY

(U.I.P.) WV

C.L.

(U.I.P.) WM

5 "

12" RCP

(U.I.P.)

0+00

EXIST ROW

(A.T.G.)

1 0 3+ 0 0

WASHINGTON ST

(U.I.P.)

WM(U.I.P.)

SCALE: 1" = 20'

EXIST CONC CURB ASPH

LOC# 08J410055

4/ 23/ 2020

(U.I.P.)

CONSTRUCTI ON

(U.I.P.)

SCALE IN FEET

SEE CURB RAMP DETAIL B C.L.

U POLE

NOT FOR

DESCRI PTI ON

P. S. E.

HYD

REVI SI ONS

T. S. C. L.

T.S.C.L.

APP.

(U.I.P.)

08J1-159D

REV.DATE

08J1-268D

(A.T.G.)

MATCHLI NE STA 105+00

EXIST PB

SW STA 103+00.00= WASHINGTON ST STA 3+00.35 OFF 25.72' LT

ASPH

STA 4+96.16 9.25'W R.E.

(U.I.P.)

8J, 9J 8J, 9J

STA 4+42.45 9.5'W R.E.

MODULAR BLOCK W ALL

ASPH

WV (U.I.P.)

DATE:

DRIVE

DRIVE 5% . 1

530 8% 4.

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

PU BLIC W O RK S

545

540

535

530

PLAN AND PROFI LE SHEET 1 OF 18

2% 6.

NE STA 105+00 MATCHLI

4% 6.

3% 8.

7% 7.

El ev=538.94

2% 6.

0% 6.

7% 0. 1

El ev=537.97

El ev=536.15

El ev=535.56

El ev=533.97

El ev=533.90 PVI104+18.38

PVI104+13.38

El ev=532.29

PVI103+98.38

El ev=529.12

PVI103+43.86

El ev=528.74

PVI103+36.01

535

El ev=528.35

PVI103+24.01

540

El ev=531.52

PVI103+88.46

545

PVI104+91.62

550

PVI104+76.62

550

PVI104+47.31

555

PVI104+37.61

555

TRA N SPO RTA TIO N

560

Chest er f i el d,M i ssour i63017

PROFILE AT BACK OF SIDEWALK

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

560

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

T. 636 537 5585

F. 636 537 0275

4/23/2020

2% 3.

103+00

104+00

DESIGNED: PROP. 539.46

EXIST. 539.57

PROP. 538.19

EXIST. 538.23

PROP. 536.94

EXIST. 536.91

PROP. 535.71

EXIST. 535.71

PROP. 534.11

EXIST. 534.31

PROP. 532.46

EXIST. 532.80

EXIST. 531.10

EXIST. 530.22

PROP. 528.93

20'

EXIST. 529.35

525

EXIST. 528.22

105+00

GDO 525

DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\011_AR-1719_PNP.dgn

COUNTY PROJECT NO.

ROW

N\F CAROL F. HEGGER 401 RUE ST. JEAN STREET DB 17348 PG 2326 LOC# 08J410978 COMMITMENT# 18-225824-KEE

EXI ST

LOT 2

N\F JOSEPH D. & JENNIFER C. THOMASSON 349 WASHINGTON STREET DB 20290 PG 263 LOC# 08J410967 COMMITMENT# 18-225823-KEE

N\F PATRICK L. & MARY a. MCKEEHAN 445 WASHINGTON STREET DB 12299 PG 2255 LOC# 08J410022

MSD:

CONC

MSD BASE MAP:

8J, 9J 8J, 9J

24"

POLE

(U.I.P.)

36"

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

12"

(U.I.P.)

STUMP

20"

(U.I.P.)

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

ASPH

(U.I.P.)

STUMP

EXIST ROW

(U.I.P.)

08J4-002D

105+00

106+00

12" RCP

107+00

(U.I.P.) 108+00

12" RCP

(A.T.G.)

08J1-160D 12

(A.T.G.)

SEE CURB RAMP DETAIL C

'3 5 "

08J4-002S

7+00

R STAI

8+00

U POLE

(A.T.G.)

9+00

W/ DROP

8 9 °

CPP) 8" NCP (

6+00

DETAIL D

(T.B.R.)

5+00

SEE CURB RAMP

EXIST PB

C R

WASHINGTON ST

10+00

8" NCP (CPP)

(RELOC)

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

(U.I.P.)

EXIST PB

(T.B.R.)

WASHINGTON ST STA 7+37.80= RUE ST JEAN ST STA 50+00.00

STA 5+59.07 END ROLLED CURB AND GUTER

SEE CURB RAMP DETAIL E

LEGEND ROW

PROPOSED MILL AND OVERLAY

(U.I.P.)

EXIST SIGNAL CONTROLLER

(T.B.R.)

(U.I.P.)

6A N\F ST. FERDINAND ACADEMY 300 RUE ST. JEAN STREET CITY DB 256 PG 272 LOC# 08J130830 COMMITMENT# 18-225825-KEE

SHEET NOTES: 1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 5.0' TO FACE OF CURB. 2) SEE SHEETS44TO 48 FOR SIGNAL DETAILS. 3) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

DATE:

4/23/2020 T. 636 537 5585

TYPE 'C' ASPHALT

42" CHAIN LINK FENCE

(U.I.P.)

L UL P X O B

08J4-003D

RU E

EXI ST

N\F DON WADDINGTON PROPOSED CONCRETE 359 RUE ST. JEAN STREET SIDEWALK DB 17579 PG 2593 LOC# 08J130951 SIDEWALK REMOVAL

N\F EVELYN LOUISE DARROUGH TRUSTEE 318 WASHINGTON STREET DB 11093 PG 1301 LOC# 08J410033

EXIST CONC CURB

210+00

(T.B.R.)

ROW

STA 5+36.48 BEGIN ROLLED CURB AND GUTER

P.S.E.

209+00

EXIST SIGNAL POST AND MAST ARM

EXI ST

(U.I.P.)

208+00 C.L.

ST.JEA N

EXIST CONC CURB

EXIST ROW

T.S.C.L.

PRELI MI NARY

207+00 SW STA 207+00.00= EXIST SIGNAL POST WASHINGTON ST (T.B.R.) STA 7+00.00 OFF21.37' RT

P.T.S.E.

EXIST ROW

(U.I.P.)

5% 6.

555

550

PLAN AND PROFI LE SHEET 2 OF 18

RUE ST. JEAN ST

560

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

9% 6.

TRA N SPO RTA TIO N

NE STA 210+00 MATCHLI

3% 8. 6% . 1

8% 5% 7. . 1

Chest er f i el d,M i ssour i63017

El ev=563.96

PVI209+53.78

El ev=563.57

PVI209+03.82

El ev=561.20

PVI208+07.97

El ev=560.02

PVI207+81.45

El ev=558.85

PVI207+64.68

El ev=558.63

PVI207+55.83

El ev=556.39

PVI107+22.28

El ev=555.86

PVI107+14.55

El ev=555.60

PVI107+11.21

El ev=555.52

PVI107+05.64 El ev=549.47

PVI106+34.43

El ev=548.91

PVI106+25.93

5% 2.

5% 8.

El ev=544.01

El ev=543.61

PVI105+63.08

PVI105+55.09

El ev=542.59

PVI105+40.50

El ev=541.98

PVI105+32.61

El ev=540.68

5% 2.

DRIVE

0% 7.

106+00

107+00/

108+00/

207+00

208+00

209+00

PROP. 564.10

EXIST. 564.10

PROP. 564.04

EXIST. 564.04

PROP. 563.98

EXIST. 563.98

PROP. 563.86

EXIST. 563.91

PROP. 563.70

EXIST. 563.79

PROP. 563.47

EXIST. 563.47

PROP. 562.98

EXIST. 562.99

PROP. 562.49

EXIST. 562.50

PROP. 561.99

EXIST. 562.00

PROP. 561.50

EXIST. 561.50

PROP. 560.81

EXIST. 560.92

PROP. 559.83

EXIST. 560.11

PROP. 558.73

EXIST. 559.09

EXIST. 557.71

PROP. 556.23

EXIST. 556.41

PROP. 555.04

EXIST. 555.04

PROP. 553.34

EXIST. 553.36

PROP. 551.64

EXIST. 551.67

PROP. 549.94

EXIST. 549.95

PROP. 548.45

EXIST. 548.44

PROP. 546.89

EXIST. 546.84

PROP. 545.33

EXIST. 542.35

PROP. 541.00

EXIST. 540.97

PROP. 539.46

105+00

DRIVE

EXIST. 545.27

5' 8% 7.

EXIST. 539.57

535

0.3%

8% 0.

565

545

7% 7.

540

570

8% 7.

EXIST. 543.79

545

PVI105+15.87

550

El ev=539.51

555

PVI105+00.87

560

NE STA 105+00 MATCHLI

565

El ev=559.94

575

PVI207+76.45

575

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

PROFILE AT BACK OF SIDEWALK

570

4/ 23/ 2020

T.S.C.L.

STUMP STUMP

(U.I.P.)

SIGNAL

CONSTRUCTI ON

EXIST

(T.B.R.)18"

(U.I.P.)

NOT FOR

(U.I.P.)

30"

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

P.S.E.

PU BLIC W O RK S

P.S.E.

(T.B.R.)

EXIST CONC CURB 30"

F. 636 537 0275

EXIST ROW

C.L.

T.S.C.L.

1 8" MUL TI TRUNK

DESCRI PTI ON

(U.I.P.)

(T.B.R.)

REVI SI ONS

EXIST CONC CURB

(U.I.P.)

AND MAST ARM

C.L.

N\F SHAUN & NIKKI MOHRMANN 425 RUE ST. JACQUES STREET DB 22554 PG 2821 LOC# 08J130995

30"

APP.

STA 105+63.08 END 4' SW TAPER TO 5' SW

30"

(U.I.P.)

EXIST SIGNAL POST

SW STA 108+00.00= WASHINGTON ST STA 8+00.00 OFF 19.27' LT

30"

(U.I.P.)

REV.DATE

HYD

MATCHLI NE STA 105+00

STA 105+32.61 BEGIN 5' SW TAPER TO 4' SW

(U.I.P.) STA 6+30.17 8.5'W R.E.

C.O.

(U.I.P.)

SCALE: 1" = 20'

MATCHLI NE STA 210+00

STA 5+48.42 13.0'W R.E.

(U.I.P.)

0000000-00

EXIST TREES

TREE

ASPH

TREE

6834H-21

12" RCP

EXIST. MODULAR BLOCK WALL

(D.N.D.)

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

(U.I.P.)

T. S. C. L.

FEDERAL PROJECT NO.

SCALE IN FEET

N\F MARK A. BAKER 333 WASHINGTON STREET DB 17662 PG 998 LOC# 08J410110 COMMITMENT# 18-225822-KEE

AR-1719 AR-1719

5 ROW

LOT 1

EXI ST

210+00

DESIGNED:

GDO 540

DRAWN:

20'

GDO CHECKED:

STS 535

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\012_AR-1719_PNP.dgn

ST.JA CQU ES ST

SHEET NOTES: 1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 4.5' TO FACE OF CURB.

CONC. WALK

PROPOSED CONCRETE SIDEWALK

560 WASHINGTON STREET

N\F SCHOOL DIST. R-2 503 HARRISON STREET DB 8262 PG 1711

SIDEWALK REMOVAL

N\F BRADLEY R. & NICHOLE F. WESTER

N\F NICHOLAS M. LEMKEMANN TRUSTEE

LIVING TRUST 590 WASHINGTON STREET

560 WASHINGTON STREET

DB 3799 PG 559 DB 3587 PG 406 LOC# 08J131040 COMMITMENT# 18-225827-KEE

LOC# 08J131051 COMMITMENT# 18-225826

DESCRI PTI ON

REVI SI ONS

APP. BY

DB 22177 PG 1196

DB 20727 PG 714

LOC# 08J140884 COMMITMENT# 18-225829-KEE

LOC# 08J140923 COMMITMENT# 18-225828-KEE

DATE:

4/23/2020

El ev=548.16

PVI214+91.43

El ev=548.49

El ev=549.36

El ev=550.14

-1.6%

1 . 4%

4. 2%

7. 4%

DRIVE

8. 0%

6% 4.

-4.9% DRIVE

2% 5.

555

550

545

545 DRIVE

JEFFERSON ST

210+00

211+00

212+00

213+00

214+00

PROP. 548.55

EXIST. 548.63

EXIST. 547.86

EXIST. 548.38

PROP. 549.43

EXIST. 549.54

PROP. 550.47

EXIST. 550.72

PROP. 551.32

EXIST. 551.33

PROP. 551.68

EXIST. 551.95

PROP. 552.58

EXIST. 552.58

PROP. 553.11

EXIST. 553.27

PROP. 553.79

EXIST. 554.01

PROP. 554.78

EXIST. 554.79

PROP. 555.52

EXIST. 555.53

PROP. 556.46

EXIST. 556.48

PROP. 557.38

EXIST. 557.37

PROP. 558.27

EXIST. 558.26

PROP. 559.13

EXIST. 559.12

PROP. 559.96

EXIST. 559.96

PROP. 560.77

EXIST. 560.76

PROP. 561.57

EXIST. 561.56

PROP. 562.26

EXIST. 562.25

PROP. 562.86

EXIST. 562.86

PROP. 563.19

EXIST. 563.31

PROP. 563.53

EXIST. 563.56

PROP. 563.73

EXIST. 563.79

PROP. 563.93

EXIST. 563.96

535

PROP. 564.10

540

EXIST. 564.10

215+00

TRA N SPO RTA TIO N

PLAN AND PROFI LE SHEET 3 OF 18

2. 9%

560

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

5. 0%

El ev=547.83

3. 4%

PVI214+85.05

1 . 9%

PVI214+51.85

3. 6%

PVI214+41.00

5. 0%

El ev=550.32 PVI214+30.43

3. 5%

El ev=550.40 PVI214+26.72

El ev=551.34

PVI213+99.61

El ev=551.54

4. 7%

PVI213+84.61

El ev=551.80

PVI213+75.61

El ev=552.56

PVI213+60.61

El ev=552.93

PVI213+49.37

El ev=553.22

PVI213+34.37

4. 5%

El ev=553.59

PVI213+24.12

4. 2%

El ev=554.75

PVI213+00.80

4. 0%

COACH WALK

El ev=555.38

3. 5%

El ev=557.18

PVI212+44.64

El ev=558.56

PVI212+13.65

El ev=560.19

El ev=561.54

PVI211+40.88

El ev=562.63

PVI211+09.32

El ev=563.12

El ev=563.19 PVI210+88.89

El ev=563.23 PVI210+80.40

El ev=563.44

PVI210+75.40

PVI210+69.51

El ev=564.11

PVI210+01.52

2. 4%

3. 5%0. 8%0. 8%

565

NE STA 215+00 MATCHLI

550

1 . 0%

PVI214+21.72

555

570

PVI212+83.09

560

PVI211+74.54

565

NE STA 210+00 MATCHLI

570

575

Chest er f i el d,M i ssour i63017

PROFILE AT BACK OF SIDEWALK

575

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

T. 636 537 5585

TYPE 'C' ASPHALT

N\F R-2 FERGUSON REORGANIZED SCHOOL DISTRICT 525 HARRISON STREET

FERGUSON REORGANIZED

580 WASHINGTON STREET

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

PU BLIC W O RK S

PROPOSED MILL AND OVERLAY

(U.I.P.)

SEE CURB RAMP DETAIL H

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

LEGEND

(U.I.P.)

4/ 23/ 2020

(U.I.P.)

C.L.

215+00 U POLE

(A.T.G.)

F. 636 537 0275

ASPH

EXIST CONC CURB

CONC. WALK

42" CHAIN LINK FENCE

GRAVEL

PRELI MI NARY

(U.I.P.)

08J4-041S ASPH

T.S.C.L.

ROW

C.L.

214+00

GRAVEL

24" RCP

CHAIN LINK FENCE BACKSTOP

EXIST ROW

P.S.E.

213+00 T.S.C.L.

ROW

PI210+84.27

212+00

CONSTRUCTI ON

WM (A.T.G.)

STA 13+28.37 10.25'W R.E.

T.S.C.L.

WM (A.T.G.)

15+00

NOT FOR

(A.T.G.)

REV.DATE

U POLE (U.I.P.)

EXI ST

U POLE

(U.I.P.)

SEE CURB RAMP DETAIL I

8" CP

STA 13+79.41 9.0'W R.E.

U POLE

(U.I.P.)

211+00 PI210+81.90

ROW

PAVE WITH 6" NONREINFORCED CONC

(A.T.G.)

EXIST ROW

SEE CURB RAMP DETAIL F

0000000-00

MATCHLI NE STA 215+00

(A.T.G.)

'0 4

14+00

08J4-042S

EXIST PB

(A.T.G.)

(RELOC.)

P.S.E.

MSD:

15" RCP

" 7

08J4-043S

EXIST SIGN

13+00

WASHINGTON ST STA 14+68.01= JEFFERSON ST STA 50+00.00

6 .5

12+00

9 °

(U.I.P.)

0 '

11+00

08J4-066D

WASHINGTON ST

WASHINGTON ST STA 11+04.71= RUE ST JACQUES ST STA 50+00.00

3 7

(A.T.G.)

(U.I.P.)

SEE CURB RAMP DETAIL G

210+00

EXI ST

ROW

'3 5 4 8 9 °

HYD

(A.T.G.)

8" NCP (CPP)

(U.I.P.)

EXIST ROW

(U.I.P.)

10+00

(U.I.P.)

EXIST SIGN

C.L.

EXIST SIGN

08J4-061D

EXIST CONC CURB EXIST ROW

(U.I.P.)

12" RCP

(U.I.P.)

08J4-060D

E-W GATEWAY TIP NO.

6834H-21

2" RCP 1

CONC

EXIST ROW

CONC

0 7

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

(U.I.P.) CONC

1°

(U.I.P.)

10"

HYD

08J4-062D

STUMP

SCALE: 1" = 20'

EXI ST

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

STUMP

(U.I.P.)

PI214+85.05

TREE

(U.I.P.)

STP-5598(609) STP 5598(609)

8J, 9J 8J, 9J

8" NCP (CPP)

RU E

(U.I.P.)

SCALE IN FEET

MSD BASE MAP:

.63 14 +27 STA R.E. W 10.5'

MATCHLI NE STA 210+00

EXIST SIGN

EXI ST

LOC# 08J141104

(U.I.P.)

EXIST CONC CURB

LOC# 08J140983

(CPP)

TREE

LOC# 08J141050

FEDERAL PROJECT NO.

8" NCP

(U.I.P.)

DB 13792 PG 1862

AR-1719 AR-1719

595 WASHINGTON STREET

JEFFER SON

TREE

DB 9061 PG 524

TIMOTHY T. SEITHEL TRUSTEE

DB 22064 PG 2632

N\F

12" RCP

EXI ST

ROW

LOC# 08J130995

LOC# 08J141137

N\F TINA MARIE SELLERS 565 WASHINGTON STREET

ROW

DB 22554 PG 2821

DB 11399 PG 664

N\F STEPHEN J. MOONEY 545 WASHINGTON STREET

EXI ST

425 RUE ST. JACQUES STREET

ASPH

N\F SHAUN & NIKKI MOHRMANN

N\F IRENE VIVIANO 400 RUE ST. JACQUES STREET

8" VCP (CPP)

COUNTY PROJECT NO. 0

DESIGNED:

GDO 540

DRAWN:

20'

GDO CHECKED:

STS 535

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\013_AR-1719_PNP.dgn

COUNTY PROJECT NO.

92 ROW

EXI ST

SHEET NOTES:

ROW

N\F ROSE MARIE & GENE S. HUTCHENS 415 NORTH LAFAYETTE STREET DB 9060 PG 1861 LOC# 08J140862

AR-1719 AR-1719

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) 0

E-W GATEWAY TIP NO.

6834H-21

EXI ST

N\F SANDRA S. HODGE 410 NORTH JEFFERSON STREET DB 18884 PG 998 LOC# 08J140932

N\F MEAGHAN C. TRAPP 402 NORTH LAFAYETTE STREET DB 18526 PG 3116 LOC# 08J140785

MSD:

1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 4.75' TO FACE OF CURB.

SCALE IN FEET

0000000-00

SCALE: 1" = 20'

MSD BASE MAP:

2) NEW ROLLED CURB ON N. LAFAYTTE TO MATCH EXIST. CURB HEIGHT AND PAVEMENT HEIGHT.

8J, 9J 8J, 9J

3) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

WASHINGTON ST STA 18+34.34= N LAFAYETTE ST STA 50+00.00 08J4-055D(A.T.G.)

17+00

3 .5 '

EXIST PB

(A.T.G.)

18+00

EXIST SIGN 08J4-056D

GV 08J4-038S

(RELOC)

SEE CURB RAMP DETAIL L

(A.T.G.)

(U.I.P.)

30' BUILDING LINE

(U.I.P.)

TREE

CONC WALK

TREE

(U.I.P.) 24" MUL TI TRUNK

(U.I.P.)

N\F JAMES & MARY SIGILLITO 660 WASHINGTON STREET DB 14250 PG 596 LOC# 08J141335 COMMITMENT# 18-225831-KEE

SIDEWALK REMOVAL

EXIST ROLLED C&G

(U.I.P.)

N\F JOAN C. BUGNITZ 680 WASHINGTON STREET DB 11323 PG 2451 LOC# 08J141313 COMMITMENT# 18-225832-KEE LANDMARK DESIGNATION DB 6753 PG 1070

PROPOSED CONCRETE SIDEWALK

EXTEND EXIST. ROLLED CURB AND GUTTER TO STA 18+20.78, OFF 27.47 RT (SEE NOTE 2 THIS SHEET)

LOT 2

EXI ST

PROPOSED MILL AND OVERLAY

(U.I.P.)

LOT 1

U POLE W/ DROP (U.I.P.)

P.S.E.

EXIST CONC CURB

WM (U.I.P.)

EXIST ROW

220+00

T.S.C.L.

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

CONC WALK

(U.I.P.)

(A.T.G.)

CONC WALK

EXIST SIGN (U.I.P.)

EXTEND EXIST. ROLLED CURB AND GUTTER TO STA 18+45.28, OFF 32.49 RT (SEE NOTE 2 THIS SHEET)

EXIST ROLLED C&G

(U.I.P.)

13 N\F KELLY M. & LEANNE M. EAKER 740 WASHINGTON STREET DB 11553 PG 936 LOC# 08J140611 COMMITMENT# 18-22583-KEE

N\F ROYCE H. & CAROLYN P. HORENKAMP 704 WASHINGTON STREET DB 8434 PG 406 LOC# 08J140675 COMMITMENT# 18-225833-KEE

DATE:

4/23/2020

PROFILE AT BACK OF SIDEWALK

565

0. 9%

1 . 2%

4% 0.

-0.2%

0. 7%

5. 0% -0.2% 0% 5.

2. 2% -0.3%

-0.2%

0.0%

COACH WALK DRIVE

DRIVE

COACH WALK

DRIVE

N LAFAYETTE ST

545

540

535

215+00

216+00

217+00

218+00

219+00

PROP. 549.02

EXIST. 549.13

PROP. 548.90

EXIST. 548.97

PROP. 548.62

EXIST. 548.61

PROP. 548.44

EXIST. 548.44

PROP. 548.27

EXIST. 548.26

PROP. 548.09

EXIST. 548.07

PROP. 547.98

EXIST. 547.97

PROP. 547.43

EXIST. 547.48

EXIST. 546.75

EXIST. 546.65

PROP. 546.96

EXIST. 547.06

PROP. 547.03

EXIST. 547.00

PROP. 546.86

EXIST. 546.76

PROP. 546.74

EXIST. 546.89

PROP. 547.03

EXIST. 547.02

PROP. 547.17

EXIST. 547.17

PROP. 547.15

EXIST. 547.31

PROP. 547.19

EXIST. 547.26

PROP. 547.32

EXIST. 547.48

PROP. 547.55

EXIST. 547.68

PROP. 547.72

EXIST. 547.74

PROP. 547.90

EXIST. 547.89

PROP. 548.07

EXIST. 548.13

PROP. 548.25

EXIST. 548.27

PROP. 548.54

EXIST. 548.53

PROP. 548.55

525

EXIST. 548.63

5' 530

220+00

PU BLIC W O RK S

TRA N SPO RTA TIO N

El ev=549.04

PVI219+90.12

El ev=548.63

El ev=548.32

PVI219+26.39

El ev=548.08

PVI218+98.86

PVI218+94.86

PVI219+61.35

4% . 1

9% 0.

4% 0.

% 1 2.

0% 8.

0. 5%

El ev=548.03

PVI218+82.46

El ev=547.70

PVI218+66.58

El ev=547.29

PVI218+56.58

El ev=546.81

PVI218+50.56

El ev=546.65

PVI218+19.51

PVI218+17.30

El ev=546.86

El ev=546.97

PVI218+04.48

El ev=546.66

% 1 4.

1 . 6%

0. 3%

5% . 1

0. 3%

PVI217+99.48

El ev=547.04

PVI217+79.26

El ev=546.84

El ev=546.85 PVI217+66.19

PVI217+62.19

PVI217+45.70

El ev=546.90

El ev=546.73

PVI217+42.29

El ev=546.75

El ev=546.96

PVI217+33.04

PVI217+28.81

El ev=547.22

PVI216+94.47

El ev=547.15

PVI216+79.47

El ev=547.21

PVI216+48.62

El ev=547.53

PVI216+22.62

El ev=547.74

PVI215+97.44

PVI215+33.43

El ev=548.54

PVI215+20.16

El ev=548.62

PVI215+01.43

El ev=548.31

0. 9%

550

PLAN AND PROFI LE SHEET 4 OF 18

540

1 . 8%

555

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

545

0. 4%

NE STA 220+00 MATCHLI

550

560

NE STA 215+00 MATCHLI

560

555

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

NG LDI 30'BUI

T. 636 537 5585

NE LI

TYPE 'C' ASPHALT

PI218+50.56

TREE

(U.I.P.)

HYD

(U.I.P.)

(CPP)

24"

(U.I.P.)

ROW

N\F RICHARD A. & NORMA JEAN FARRAR 396 NORTH JEFFERSON STREET DB 5536 PG 416 LOC# 08J140840 COMMITMENT# 18-225830-KEE

(U.I.P.)

10" 12"

EXIST PB219+00

(A.T.G.)

EXI ST

ASPH

(U.I.P.)

BUSH

(U.I.P.)

8" NCP

C.L.

(U.I.P.)

218+00 10"

ASPH

TREE

STA 16+35.50 26.0'W R.E.

(T.B.R.&R.)

P.S.E. T.S.C.L.

ROW

(U.I.P.)

26"

STA 16+74.13 10.0'W R.E.

(U.I.P.)

CONC

EXIST DECORATIVE FENCE

14"

STA 17+37.90 9.25'W R.E.

CONC

EXIST CONC CURB

LEGEND

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

217+00

LA FA Y ETTE

(U.I.P.)

216+00

T.S.C.L.

8" NCP (CPP)

U POLE

(U.I.P.)

U POLE

(U.I.P.)

PI218+09.71

EXIST ROW

TELE PED

U POLE W/ DROP

(U.I .P.)

(U.I.P.)

P.S.E.

215+00

20+00

(RELOC)

U POLE

WM (A.T.G.)

EXIST SIGN

19+00

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

16+00

PRELI MI NARY

15+00

4/ 23/ 2020

(U.I.P.)

Chest er f i el d,M i ssour i63017

WASHINGTON ST

08J4-058D

CONSTRUCTI ON

8 9 °

(A.T.G.)

SEE CURB RAMP DETAIL J

EXIST ROW

F. 636 537 0275

SEE CURB RAMP DETAIL K

(U.I.P.)

'5 8

08J4-057D

3 5

EXIST CONC CURB

ASPH

(U.I.P.)

8" VCP

EXIST ROW

EXIST CONC CURB

(CPP)

(RELOC)

NOT FOR

EXIST SIGN

(U.I.P.)

CONC

EXIST TREE

PAVERS

(U.I.P.)

BRICK

REV.DATE

08J4-051D

(U.I.P.)

REVI SI ONS

MATCHLI NE STA 220+00

MATCHLI NE STA 215+00

GV 08J4-052D

APP.

(U.I.P.)

DESCRI PTI ON

T.S.C.L.

DESIGNED:

GDO 530

DRAWN:

20'

GDO CHECKED:

STS 525

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\014_AR-1719_PNP.dgn

COUNTY PROJECT NO. N\F JEFFERY A. & REBECCA J. HARLOW LIVING TRUST 765 WASHINGTON STREET DB 21693 PG 567 LOC# 08J140712

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

MSD:

0000000-00 MSD BASE MAP:

? (U.I.P.)

08J4-037S

(A.T.G.)

C.L.

W ALK

T.S.C.L. SEE CURB RAMP DETAIL N

N\F NANCY FINKE SUBJECT TO INTREST OF FRANK B. FOELLER 760 WASHINGTON STREET DB 9026 PG 1608 LOC# 08J140554 COMMITMENT# 18-225835-KEE

PROPOSED CONCRETE SIDEWALK SIDEWALK REMOVAL

N\F BARBARA J. STOKES 780 WASHINGTON STREET DB 17785 PG 1696 LOC# 08J140501 COMMITMENT# 18-225836-KEE

(A.T.G.)

C.L.

(A.T.G.)

P.S.E.

ASPH

(U.I.P.)

DRAIN

CONC

(U.I.P.)

(A.T.G.)

224+00

CONC

T.S.C.L.

225+00

(U.I.P.) EXIST BUSH

EXIST ROW

(T.B.R.) EXIST BUSH

(U.I.P.)

ROW

EXI ST ROW

(U.I.P.)

EXI ST

LEGEND

CLA R K

EXPOSED AGG CURBED GARDEN

(A.T.G.)

223+00

GV (A.T.G.)

WV(A.T.G.)

EXIST CONC CURB

TREES

(U.I.P.)

STA 23+39.49 10.0'W R.E.

(U.I.P.)

(A.T.G.) CONC

STA 22+88.22 10.0'W R.E.

EXIST CONC CURB

(U.I.P.)

(T.B.R.)

30"

CONC

221+00

25+00

WM (U.I.P.)

(A.T.G.)

0 0 + 2 2 2

CONC WALK W/ EXPOSED AGG

CONC

R 4.5'

24+00

U POLE (U.I.P.)

(U.I.P.)

P.S.E.

R 4.5' 8" VCP

PI222+17.42

(A.T.G.)

PROPOSED MILL AND OVERLAY

R 4.5'

23+00

U POLE

GV(A.T.G.)

T.S.C.L.

STA 20+11.50 13.0'W R.E.

R 4.5' EXIST PB

U POLE

PI221+84.80

ASPH

(A.T.G.)

(U.I.P.)

STA 20+85.90 18.5'W R.E.

16 N\F PAUL & DIANE M. KLUG 804 WASHINGTON STREET DB 10840 PG 2101 LOC# 08J140411 COMMITMENT# 18-225837-KEE

N\F MATTHEW V. WHEALEN 860 WASHINGTON STREET DB 8701 PG 1229 LOC# 08J140334 COMMITMENT# 18-225840-KEE

N\F JEFFREY W. MARTIN 840 WASHINGTON STREET DB 18677 PG 3033 LOC# 08J140367 COMMITMENT# 18-225839-KEE

N\F CHERYL WINTER 820 WASHINGTON STREET DB 10311 PG 916 LOC# 08J140389 COMMITMENT# 18-225838-KEE

20 N\F MISSOURI EQUITY SOLUTIONS LLC 880 WASHINGTON STREET DB 22724 PG 2495 LOC# 08J140291 COMMITMENT# 18-225841-KEE

DATE:

TYPE 'C' ASPHALT

T. 636 537 5585

7% . 1

3% . 1

5% 0.

7% 0.

5. 0% 0.2% 4. 9%

4% 2.

6% 0.

2% . 1

5. 0%

0% 5.

0% . 1

5. 0%

5. 0% 0% 0. 9% 5.

0% 5.

2% . 1

0% 5.

1.5%

0.7%

-0.2%

COACH WALK

DRIVE

COACH WALK

CLARK ST

DRIVE

550

545

540

220+00

221+00

222+00

223+00

224+00

PROP. 553.51

EXIST. 553.53

PROP. 553.38

EXIST. 553.47

PROP. 553.24

EXIST. 553.27

PROP. 552.66

EXIST. 553.06

PROP. 552.85

EXIST. 552.84

PROP. 552.67

EXIST. 552.67

PROP. 552.51

EXIST. 552.51

PROP. 552.39

EXIST. 552.38

PROP. 552.01

EXIST. 552.26

PROP. 552.00

EXIST. 552.00

PROP. 551.92

EXIST. 551.92

PROP. 551.79

EXIST. 551.87

PROP. 551.71

EXIST. 551.70

PROP. 551.69

EXIST. 551.82

PROP. 551.19

EXIST. 551.29

EXIST. 551.14

PROP. 551.16

EXIST. 551.21

PROP. 551.40

EXIST. 551.37

PROP. 551.28

EXIST. 551.27

PROP. 551.08

EXIST. 551.10

PROP. 550.59

EXIST. 550.69

PROP. 550.00

EXIST. 550.15

PROP. 549.97

EXIST. 549.98

PROP. 549.68

EXIST. 549.68

PROP. 549.27

EXIST. 549.42

PROP. 549.02

530

EXIST. 549.13

5' 535

225+00

PU BLIC W O RK S

555

PLAN AND PROFI LE SHEET 5 OF 18

4% 2.

% 1 3.

9% 2.

0. 6%

5% . 1

8% . 1

0.0%

8% 0.

-0.1%

2% 4.

2. 3%

TRA N SPO RTA TIO N

El ev=553.20

PVI224+53.15

El ev=552.69

PVI224+43.08

El ev=552.58

El ev=552.91

PVI224+33.08

PVI224+26.44

El ev=552.66

El ev=552.47

PVI223+98.25

PVI223+94.51

El ev=552.39

PVI223+85.26

El ev=552.53

PVI223+82.53

El ev=552.33

PVI223+49.92

El ev=552.06

PVI223+44.61

El ev=551.96

PVI223+34.61

El ev=552.14

PVI223+30.98

El ev=551.92

PVI223+13.34

El ev=551.92

PVI222+98.98

El ev=551.64

PVI222+93.39

El ev=551.62

PVI222+83.42

El ev=551.86

PVI222+78.58

El ev=551.73

PVI222+61.70

El ev=551.67

PVI222+57.25

El ev=551.70

PVI222+33.57

El ev=551.28

PVI222+23.57

El ev=551.13

PVI222+17.42

El ev=550.93

El ev=551.22 PVI221+84.80

PVI221+78.84

El ev=551.45

PVI221+68.84

El ev=551.36

El ev=551.33 PVI221+50.77

PVI221+46.77

El ev=551.18

PVI221+25.10

El ev=550.91

PVI221+10.34

El ev=550.44

PVI220+95.34

El ev=549.90

PVI220+76.84

El ev=550.00

PVI220+61.84

El ev=549.77

PVI220+46.85

El ev=549.59

PVI220+33.12

El ev=549.23

PVI220+18.12

El ev=549.01

PVI220+05.12

7% 0.

9% 0.

560

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

545

NE STA 225+00 MATCHLI

550

565

NE STA 220+00 MATCHLI

555

Chest er f i el d,M i ssour i63017

570

565

560

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

PROFILE AT BACK OF SIDEWALK

570

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

4/23/2020 F. 636 537 0275

220+00

08J4-048D

22+00

PRELI MI NARY

(U.I.P.)

8" NCP (CPP)

WASHINGTON ST

08J4-049D (A.T.G.)

SEE CURB RAMP DETAIL M

U POLE

30" RCP

STA 24+37.53 10.0'W R.E.

21+00 U POLE

EXIST ROW

STA 23+89.72 9.25'W R.E.

20+00

4/ 23/ 2020

(CPP)

4 4 8 9 °

WASHINGTON ST STA 22+00.86= CLARK ST STA 50+00.00

(U.I.P.)

8" NCP

U POLE

HYD

'3 5 "

(U.I.P.)

125+00

08J4-047D

CONSTRUCTI ON

CONC EXIST ROW

EXIST ROW

ASPH

EXIST CONC CURB

CONC

WM(A.T.G.)

ASPH

NOT FOR

ASPH CONC

REVI SI ONS

(U.I.P.)

APP.

EXIST CONC CURB

(U.I.P.)

REV.DATE

08J4-046D

(U.I.P.)

08J4-045D

DESCRI PTI ON

8J, 9J 8J, 9J

MATCHLI NE STA 225+00

1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 5.0' TO FACE OF CURB. 2) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

MATCHLI NE STA 220+00

FEDERAL PROJECT NO.

6834H-21

SHEET NOTES:

N\F RICHARD K. PETERS 755 WASHINGTON STREET DB 12270 PG 2179 LOC# 08J140741

N\F MARY M. LONG 885 WASHINGTON STREET DB 21168 PG 1500 LOC# 08J140521

N\F TERRY M. MEYER 865 WASHINGTON STREET DB 22120 PG 982 LOC# 08J140532

ROW

SCALE: 1" = 20'

N\F JOANN PRINCIVALLI 845 WASHINGTON STREET DB 22528 PG 3679 LOC# 08J140598

N\F SAMANTHA DELORES & ROBERT R. TRACY 825 WASHINGTON STREET DB 20118 PG 3096 LOC# 08J140602

N\F PROPERTY MANAGEMENT PARTNERS LLC 805 WASHINGTON STREET DB 19633 PG 1354 LOC# 08J140631

N\F DANIEL J. & KIMBERLY S. MAY 435 CLARK STREET DB 12381 PG 768 LOC# 08J140697

EXI ST

SCALE IN FEET

AR-1719 AR-1719

ROW

EXI ST

DESIGNED:

GDO 535

DRAWN:

20'

GDO CHECKED:

STS 530

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\015_AR-1719_PNP.dgn

OFF 30.00' LT

COUNTY PROJECT NO.

28+00

GV (U.I.P.)

(A.T.G.)

T.S.C.L.

(A.T.G.)

EXIST CONC CURB

EXIST BUSH

(U.I.P.)

EXIST SIGN

(U.I.P.)

CONC

(U.I.P.)

TREE

EXI ST

SEE CURB RAMP DETAIL Q

(U.I.P.)

24"

(U.I.P.)

EXI ST

ROW

08J4-044D

ASPH

227+00

EXIST CONC CURB

T.S.C.L.

42"

30"

(U.I.P.)

STA 27+30.47 11.0'W P.E.

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

CONC

08J4-188D

(U.I.P.) 226+00

STA 26+72.60 10.0'W P.E.

34"

(U.I.P.)

CONC WALK 30' BUILDING LINE

ASPH

(U.I.P.)

PROPOSED MILL AND OVERLAY

N\F PROPOSED CONCRETE BARBARA KORBESMEYER SIDEWALK 890 WASHINGTON STREET

SIDEWALK REMOVAL

DB 21024 PG 453 LOC# 08J140279 COMMITMENT# 18-225842-KEE

23 N\F HNA HOLDINGS LLC 920 WASHINGTON STREET DB 20091 PG 417 LOC# 08J140158 COMMITMENT# 18-225844

N\F ALEXIS R. POOLE 904 WASHINGTON STREET DB 21216 PG 1342 LOC# 08J140181 COMMITMENT# 18-225843-KEE

TYPE 'C' ASPHALT

(A.T.G.)

48"

(U.I.P.)

1 8" MUL TI TRUNK

(U.I.P.)

32"

(U.I.P.)

CONC WALK

C.L.

EXIST ROW

(A.T.G.)

229+00

24"

EXIST ROLLED CURB

B OON E

LEGEND

P.S.E.

ASPH

(U.I.P.) EXIST ROLLED CURB

5 .6 '

U POLE

(U.I.P.)8" NCP

(A.T.G.)

228+00

STA 27+88.69 10.75'W P.E.

U POLE

W ALK

HYD

(A.T.G.)

P.S.E.

30+00

08J4-035S

(U.I.P.)U POLE

U POLE

(U.I.P.)

225+00

29+00

STA 27+99.05 END SW TAPER

8" VCP

(A.T.G.)

STA 27+98.02 END ROLLDED CURB AND GUTER

STA 27+74.42 BEGIN SW TAPER

27+00 EXIST PB

R 10.0'

230+00

(A.T.G.) 08J4-034S

(A.T.G.)

CONC WALK

ASPH

SHEET NOTES: 1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 4.5' TO FACE OF CURB.

N\F JAMES T. KUEHNER 940 WASHINGTON STREET DB 14893 PG 2022 LOC# 08J230105 COMMITMENT# 18-225845-KEE

N\F RAMONA P. HOORMANN 960 WASHINGTON STREET DB 18971 PG 990 LOC# 08J230062 COMMITMENT# 18-225846-KEE

N\F STEVEN J. CAMERON 980 WASHINGTON STREET DB 17950 PG 711 LOC# 08J230040 COMMITMENT# 18-225847-KEE

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

N\F PROPERTY MANAGERS PARTNERS LLC 990 WASHINGTON STREET DB 22850 PG 1673 LOC# 08J230017 COMMITMENT# 18-225848-KEE

N\F THOMAS L. NISKANEN 1020 WASHINGTON STREET DB 16999 PG 1878 LOC# 08J211164 COMMITMENT# 18-225849-KEE

DATE:

4/23/2020

8% 9.

El ev=562.58

3% 2.

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

3% 5.

El ev=569.62

3% 4.

PVI129+24.53

PVI128+85.95

4% 7.

El ev=568.20

PVI129+09.95

2% 5.

El ev=566.94

PVI128+26.77

El ev=561.22

PVI127+95.02

El ev=559.59

PVI127+64.06

El ev=559.36

PVI127+53.56

El ev=556.76

PVI126+70.38

El ev=555.16

PVI125+92.05

El ev=555.08

El ev=554.79 PVI125+87.05

PVI125+80.76

El ev=554.81

PVI125+79.18

El ev=554.52

PVI125+55.21

El ev=554.47

El ev=554.22 PVI125+53.75

PVI125+48.75

560

El ev=554.14

PVI125+43.75

565

T. 636 537 5585

T LO

PROFILE AT BACK OF EAST SIDEWALK

565

560

225+00

226+00

227+00

6% 6.

DRIVE

228+00

229+00

PROP. 572.72

EXIST. 572.76

PROP. 571.71

EXIST. 571.69

PROP. 570.66

EXIST. 570.62

PROP. 569.61

EXIST. 569.52

PROP. 568.48

EXIST. 568.53

PROP. 567.00

EXIST. 567.11

PROP. 565.72

EXIST. 565.72

PROP. 564.34

EXIST. 564.38

PROP. 562.97

EXIST. 563.09

PROP. 561.92

EXIST. 561.88

PROP. 560.72

DRIVE EXIST. 560.95

PROP. 559.98

EXIST. 559.98

PROP. 559.15

EXIST. 559.10

DRIVE

565

TRA N SPO RTA TIO N

PLAN AND PROFI LE SHEET 6 OF 18

9% 5.

570

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

8% 7.

NE STA 230+00 MATCHLI

0% 5.

El ev=568.73

PVI229+23.20

% 1 7. 5% 6.

El ev=572.74

PVI229+99.58

El ev=567.57

PVI229+08.20

7% 7.

0% 7.

0% 5.

PROP. 558.28

DRIVE

PROP. 569.18

EXIST. 569.18

PROP. 567.68 El ev=566.93

PVI228+98.95

El ev=566.60

PVI228+92.37

El ev=565.51

PVI228+77.15

El ev=564.69

PVI228+64.52

El ev=563.52

PVI228+49.52

3% 5.

0% 5.

EXIST. 558.34

6% 0.

PROP. 557.71

EXIST. 557.71

PROP. 557.06

EXIST. 557.05

PROP. 556.45

EXIST. 567.68

PROP. 566.51

EXIST. 566.51

PROP. 565.03

EXIST. 565.03

PROP. 563.56 El ev=563.03

PVI228+41.27

El ev=562.40

PVI228+28.56

El ev=561.32

PVI228+09.14

El ev=560.67

El ev=560.58 PVI227+99.17

PVI227+94.33

El ev=560.02

PVI227+80.86

El ev=559.75

PVI227+74.54

El ev=558.52

PVI227+44.80

El ev=558.08

PVI227+36.10

El ev=557.76

PVI227+25.10

El ev=557.73

PVI227+20.82

El ev=557.12

PVI227+02.67

El ev=556.78

PVI226+86.62

El ev=556.34

PVI226+77.90 EXIST. 556.64

PROP. 556.09

EXIST. 556.09

PROP. 555.65

EXIST. 555.64

PROP. 555.29

PROP. 554.86

7% 7% 2. 4.

EXIST. 555.28

DRIVE EXIST. 554.90

EXIST. 554.40

EXIST. 554.35

PROP. 554.03

EXIST. 554.09

BOONE ST

0% 5.

5. 0%

8% 0.

% 1 2.

% 1 3.

4% 2.

4% 3.

550

130+00

5% 5.

9% 2.

555

129+00

% 1 4.

8% . 1

0. % 1 8% 1 .

El ev=556.03

PVI226+68.01

El ev=556.20

PVI226+64.63

El ev=555.74

PVI226+45.30

El ev=555.02

PVI226+05.14

El ev=554.91

PVI226+01.05

El ev=554.51

PVI225+92.46

El ev=554.44

PVI225+83.44

El ev=554.07

El ev=553.99 PVI225+52.11

PVI225+45.34

El ev=554.07

PVI225+35.34

El ev=553.80

PVI225+14.92

El ev=553.58

El ev=553.55 PVI225+10.42

5.0% 3% . 1

EXIST. 563.56

PROP. 562.29

EXIST. 562.29

PROP. 561.43

EXIST. 561.43

PROP. 560.43

EXIST. 560.43

PROP. 559.50

EXIST. 559.50

PROP. 558.93

EXIST. 558.93

PROP. 558.31

EXIST. 557.06

PROP. 556.55

EXIST. 556.55

PROP. 556.14

EXIST. 556.14

PROP. 555.73

EXIST. 555.73

EXIST. 558.31

128+00

2% 4.

0.7%

PROP. 553.87

550

127+00

COACH WALK

EXIST. 553.87

555

PVI225+06.42

560

126+00

PROFILE AT BACK OF WEST SIDEWALK

PROP. 553.51

565

EXIST. 553.53

570

NE STA 225+00 MATCHLI

125+00

PROP. 555.32

PROP. 554.80

EXIST. 555.32

6% . 1

1 . 3%

EXIST. 554.80

4% . 6% 3 . 1

PROP. 557.69

6% 4.

EXIST. 554.58

EXIST. 554.09

550

PROP. 557.06

0% 2. 5.0%

EXIST. 557.68

% 1 3.

555

4/ 23/ 2020

9 0 °

(A.T.G.)

R 10.0'

STA 29+02.88 9.25'W P.E.

(RELOC)

08J4-036S

(U.I.P.)

STA 28+45.71 8.25'W P.E.

12" RCP

0 0 '0 0 "

EXIST SIGN

26+00

WASHINGTON ST

SEE CURB RAMP DETAIL R

END NEW SIDEWALK STA 129+24.53

CONSTRUCTI ON

BOONE ST STA 50+00.00

WASHINGTON ST STA 25+67.63=

8" VCP

R 10.0' STA 27+75.34 BEGIN ROLLDED CURB AND GUTER

WASHINGTON ST STA 25+69.35=

08J4-039D

MS D EA DB SE ME 121 NT 63 PG 157

(U.I.P.) 08J4-193D

130+00

EXIST ROW

1.2'

(U.I.P.)

25+00 BOONE ST STA 50+00.00

EXIST ROW

129+00

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

128+00

(U.I.P.)

(A.T.G.)

C.L.

(A.T.G.)

1 5" RCP

0.6'

(U.I.P.)

EXIST CONC CURB

08J4-038D

'3 5

0.6'

4 8 9 °

SEE CURB RAMP DETAIL O

(U.I.P.) 08J4-191D

PU BLIC W O RK S

08J4-189D (A.T.G.)

(U.I.P.)

30" RCP

21" RCP

127+00

U POLE

U POLE W/ DROP

0.6'

2.4'

(U.I.P.)

NOT FOR

126+00

2.4'

OFF 29.04' LT ASPH

F. 636 537 0275

EXIST SIGN EXIST ROW

STA 30+00.00

Chest er f i el d,M i ssour i63017

(U.I.P.)

125+00

WM (U.I.P.)

WASHINGTON ST

PRELI MI NARY

WM (U.I.P.)

EXIST CONC CURB

EXIST ROW

8J, 9J 8J, 9J

DESCRI PTI ON

U POLE W/ DROP

(A.T.G.)

MSD BASE MAP:

SW STA 130+00.00=

REVI SI ONS

21 "R CP

T.S.C.L.

CONC 08J4-190D

0000000-00

APP.

(U.I.P.)

C.L.

MSD:

SCALE: 1" = 20'

SEE CURB RAMP DETAIL P

30.3'

T.S.C.L.

MATCHLI NE STA 225+00

16" (U.I.P.)

(U.I.P.)

SCALE IN FEET

REV.DATE

08J4-040D 08J4-041D

(U.I.P.)

6834H-21

CLEANOUT (U.I.P.)

24" RCP

15" RCP

12"

SHRUB

MATCHLI NE STA 230+00

SHRUB

T.S.C.L.

MS D

(U.I.P.)

P.S.E.

STA 27+59.06 10.5'W P.E.

08J4-042D 08J4-043D

STA 28+10.20 31.75'W P.E.

CONC

CONC WALK

E-W GATEWAY TIP NO.

15" R CP

T.S.C.L.

CONC

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) 0

EA SE DB ME NT PG 1216 3 15 82

30' BUILDING LINE

AR-1719 AR-1719

P.E.

N\F JOSHUA & TAMMI HALL 923 WASHINGTON STREET DB 20630 PG 616 LOC# 08J231117 COMMITMENT# 18-225854-KEE

N\F RICHARD C. & LOIS A. MINTO 400 BOONE STREET DB 13342 PG 917 LOC# 08J231128 COMMITMENT# 18-225853-KEE

24.0'W

ROW

N\F VALLEY L. & SANDRA M. ROMAY 959 WASHINGTON STREET DB 17170 PG 1548 LOC# 08J231106 COMMITMENT# 18-225855-KEE

N\F BENJAMIN J. & AMANDA M. EYE 985 WASHINGTON STREET DB 18407 PG 2293 LOC# 08J231096 COMMITMENT# 18-225856-KEE

STA 28+97.95

N\F DAVID H. & JILL M. BRANSTETTER 405 BOONE STREET DB 7866 PG 1427 LOC# 08J140488

EXI ST

ROW

560 5'

DESIGNED:

GDO DRAWN:

20'

555

GDO CHECKED:

STS SHEET SEQUENCE:

550

230+00 N:\E19030 STL Co Washington St\drawings\Output\016_AR-1719_PNP.dgn

COUNTY PROJECT NO.

CONC WALK

08J4-113D EXIST PB

(T.B.R.)

" 9

33+00 '2

EXIST PB

° 0 9

(T.B.R.) U POLE

1 3

STA 33+69.9134+00 BEGIN NEW TYPE 'S' CURB REPLACEMENT

08J4-018S

(A.T.G.)

35+00

EXIST SIGNAL POST AND MAST ARM

CONC WALK

N\F DOMINIC DAVID & NICHOLE KOETTING

1040 WASHINGTON STREET

1060 WASHINGTON STREET

DB 22506 PG 2158

DB 21750 PG 4409

LOC# 08J211142 COMMITMENT# 18-225850-KEE

LOC# 08J211119 COMMITMENT# 18-225851-KEE

DB 20812 PG 2441 LOC# 08J211098 COMMITMENT# 18-225852-KEE

TYPE 'C' ASPHALT

PI234+40.41

DB 12546 PG 1342

EXIST MODULAR BLOCK WALL

STA 33+88.05 END NEW TYPE 'S' CURB REPLACEMENT

(T.B.R.)

(U.I.P.) EXIST DECORATIVE RAIL (U.I.P.)

37 JOSHUA & DAVID GREENING 360 NORTH NEW FLORISSANT ROAD DB 22730 PG 265 LOC# 08J211384 COMMITMENT# 18-225858-KEE

DATE:

4/23/2020 T. 636 537 5585

STA 32+69.78 END CURB REPLACEMENT

SIDEWALK EASEMENT

6% . 1

-5.0% 4% 2.

4% . 5% 2 0.

3% 2.

El ev=571.61

PVI234+57.22

El ev=574.34

PVI233+88.64

El ev=575.09

PVI233+60.08

El ev=575.01

PVI233+55.08

El ev=574.30

PVI233+46.54

El ev=574.15

PVI233+36.20

El ev=574.16

PVI232+64.31

El ev=574.92

PVI232+53.52

El ev=575.74

PVI232+43.52

El ev=575.82

PVI232+38.52

PVI232+27.46

El ev=575.77

PVI231+89.00

El ev=575.44

PVI231+82.32

El ev=575.30

PVI231+49.27

585

1 . 8%

7% 0.

4% 0.

3% 2.

6% 0.

590

NE STA 235+00 MATCHLI

0.2%

El ev=575.15

PVI231+42.55

El ev=574.97

PVI231+14.05

El ev=574.91

PVI230+90.38

El ev=574.71

PVI230+77.56

El ev=574.43

PVI230+71.99

El ev=574.18

PVI230+61.49

El ev=574.15

PVI230+57.35

El ev=573.39

PVI230+24.91

El ev=572.84

PVI230+14.00

El ev=572.58

PVI230+02.75

NE STA 230+00 MATCHLI

585

El ev=576.02

PROFILE AT BACK OF SIDEWALK

590

-8 . 2% 7. 0% 1 . 6%

0% 5.

2. 6%

0% 5.

5% . 1

5% . 1 3% 8.

4. 0%

0% 5.

6. 0%

DRIVE

DRIVE N NEW FLORISSANT RD

DRIVE

580

575

570

565

560

230+00

231+00

232+00

233+00

234+00

PROP. 569.04

EXIST. 569.49

PROP. 570.24

EXIST. 571.18

PROP. 571.44

EXIST. 571.41

PROP. 572.29

EXIST. 572.36

PROP. 573.09

EXIST. 573.20

PROP. 573.89

EXIST. 573.98

PROP. 574.57

EXIST. 574.39

PROP. 575.09

EXIST. 575.05

PROP. 574.21

EXIST. 574.52

EXIST. 574.28

EXIST. 574.56

EXIST. 574.27

PROP. 574.47

EXIST. 574.61

PROP. 575.80

EXIST. 575.89

PROP. 575.97

EXIST. 575.72

PROP. 575.84

EXIST. 575.58

PROP. 575.43

EXIST. 575.51

PROP. 575.35

EXIST. 575.50

PROP. 575.13

EXIST. 575.35

PROP. 575.01

EXIST. 575.23

PROP. 574.94

EXIST. 575.21

PROP. 574.75

EXIST. 574.76

PROP. 574.17

EXIST. 574.22

PROP. 573.75

EXIST. 573.75

PROP. 573.14

EXIST. 573.27

550

PROP. 572.72

555

EXIST. 572.76

235+00

PLAN AND PROFI LE SHEET 7 OF 18

N\F MIDWEST CASH FLOW PROPERTIES LLC

ROW

N\F ARLENE R. STRICKLAND 385 NORTH NEW FLORISSANT ROAD

PB 44 PG 55

SIDEWALK REMOVAL

LOT 1

10' SEWER EASEMENT

EXIST SIGNAL POLE

(U.I.P.) ST. LOUIS COUNTY

TRA N SPO RTA TIO N

EXI ST

CONC WALK

12" RCP

PROPOSED MILL AND OVERLAY

(T.B.R.)

235+00

EXIST CONC CURB

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

CONC BLOCK BORDER

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

EXIST PB

PI234+29.35

CONC WALK

(A.T.G.)

C.L.

EXI ST

SEE CURB RAMP DETAIL U

CONC

REMOVE EXIST 12" CURB AND REPLACE WITH 6" TYPE 'S' CURB

P.S.E.

234+00

T.S.C.L.

(U.I.P.)

FLOR ISSA N T

C.L.

T.S.C.L.

N EW

30' BUILDING LINE

PI231+79.73

(U.I.P.)

CONC

STA 31+65.62 33.0'W R.E.

BRICK WALK

STA 31+28.15 28.5'W R.E.

CONC WALK

(U.I.P.)

PI231+23.84

STA 30+66.54 10.5'W R.E.

10"

STA 30+07.68 11.25'W R.E.

232+00

ASPH

(RELOC)

0 0 + 3 3 2

W/ DROP

T.S.C.L.

EXIST ROW

U POLE

P.S.E.

231+00

(U.I.P.)

PI234+23.29

(A.T.G.)

EXIST ROW

U POLE

SEE CURB RAMP DETAIL V

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

(A.T.G.)

PI233+51.74

WM(A.T.G.)

ROW

WM (A.T.G.)

(U.I.P.)

PI232+49.52

8" NCP

PI234+34.35

32+00

31+00

PRELI MI NARY

WASHINGTON ST STA STA 32+97.45= NEW FLORISSANT RD STA 50+00.00

EXIST CONC CURB

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

WASHINGTON ST STA 32+99.93= NEW FLORISSANT RD STA 50+00.00

4/ 23/ 2020

(T.B.R.)

SEE CURB RAMP DETAIL T

PU BLIC W O RK S

6 " 5 '4

AND MAST ARM

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

WASHINGTON ST

(A.T.G.)

8 9 °

STA 31+46.08 BEGIN CURB REPLACEMENT 6"

(U.I.P.)

EXIST SIGNAL POST

CONSTRUCTI ON

EXIST ROW SW BELL MH

SEE CURB RAMP DETAIL S

LEGEND

565

(U.I.P.)

(U.I.P.) EXIST ROW

(U.I.P.)

570

EXIST CONC CURB

(T.B.R.)

REVI SI ONS

(U.I.P.)

EXIST GUARD CABLE

16"

HYD

C.L.

.L .

REV.DATE

1 2" RCP

EXIST CONC CURB

ASPH

575

T .S .C

EXIST PB

NOT FOR

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

F. 636 537 0275

(T.B.R.)

(U.I.P.)

DESCRI PTI ON

CABINET

APP.

EXIST SIGNAL

8J, 9J 8J, 9J 08J4-114D

MATCHLI NE STA 235+00

PC31+93.66

MSD BASE MAP:

4) MAINTAIN MINIMUM 4' SIDEWALK CLEARANCE AROUND UTILITY POLES.

(T.B.R.)

PROPOSED CONCRETE SIDEWALK

6834H-21 0000000-00

(T.B.R.)

230+00

E-W GATEWAY TIP NO.

MSD:

EXIST SIGNAL POLE

30+00

580

DB 9769 PG 1959

3) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

ON I T GNA I S KDE R NDMA A L 8 6 4 G1 4P 9 7 DB6 9 6 4 G1 4P 9 7 DB6 7 8 9 6 G1 3P 4 7 3 DB1 5 7 G4 7P 8 9 6 DB1

130+00

STP-5598(609) STP 5598(609)

CK LO B

FRED A. & TRACY J. DESHA 402 NORTH NEW FLORISSANT ROAD LOC# 08J211065

W ALK

2) SEE SHEETS44TO 48 FOR SIGNAL DETAILS.

CONC

SCALE: 1" = 20'

FEDERAL PROJECT NO.

N\F

Chest er f i el d,M i ssour i63017

N\F NT A S S I OR L YOFF T I C T E E R T NES I R HE T A C . T UES 0R 6 0 1 9 8 G3 8P 6 2 DB4 1 5 1 1 3 2 J 8 #0 OC L E E K 7 5 8 5 2 2 8 #1 NT ME T OMMI C

ROW

1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 4.5' TO FACE OF CURB.

EXI ST

ROW

SHEET NOTES:

SCALE IN FEET

MATCHLI NE STA 230+00

AR-1719 AR-1719

EXI ST

PT32+33.66

DESIGNED:

GDO 555

DRAWN:

20'

GDO CHECKED:

STS 550

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\017_AR-1719_PNP.dgn

LOC# 08J210899

LOC# 08J210877

LOC# 08J210833

E-W GATEWAY TIP NO.

SHEET NOTES:

6834H-21

1) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

MSD:

0000000-00 MSD BASE MAP:

9 ° 8

STA 37+01.70 - OFF 11.00' RT BEGIN BUMPOUT TAPER

2 0 .0 0 '

R R

' 0 0 1.

36+00

08J4-112S

NEW 4" TYPE 'S' CURB

37+00

EXIST CONC CURB

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

(U.I.P.)

ROW

ST EXI

38 N\F

STA 36+78.39 OFF 32.77' RT BEGIN CURB REMOVAL

ST EXI

ROW

LEGEND

MICHAEL B. FORREST 375 NORTH CASTELLO STREET DB 19409 PG 1293

TYPE 'C' ASPHALT

N\F

MARY A. ALCORN 380 NORTH CASTELLO STREET DB 19429 PG 3258

CURT L. SANDERS 1240 WASHINGTON STREET DB 16592 PG 388

PI239+28.39

(U.I.P.)

PI239+16.46

CONC WALK

PI239+11.46

CONC

(A.T.G.)

ASPH

P.S.E.

CONC WALK

(U.I.P.)

240+00

CONC WALK

(U.I.P.)

STA 39+01.10 R.E. 10.75'W

08J4-106D

ASPH

STA 38+48.82 R.E. 19.5'W

STA 36+54.53 OFF 32.58' RT END CURB REMOVAL

PI238+33.07

(U.I.P.)

SIDEWALK REMOVAL

(U.I.P.)

EXIST SIGN

08J4-107D

C.L.

PI238+15.42

SEE CURB RAMP DETAIL X

EXIST ROW

T.S.C.L.

PI238+10.37

EXIST MODULAR BLOCK WALL

(A.T.G.)

40+00

(A.T.G.)

239+00

238+00

(U.I.P.)

EXIST MODULAR BLOCK WALL

STA 35+75.86 - OFF 11.50' RT END BUMPOUT TAPER

(A.T.G.)

PI239+07.59

P.S.E.

237+00

(U.I.P.)

(A.T.G.)

T.S.C.L.

PROPOSED CONCRETE SIDEWALK

U POLE

(A.T.G.)

EXIST DECORATIVE RAIL

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

GV (A.T.G.)

08J4-101D

EXIST MODULAR BLOCK WALL

(U.I.P.) REMOVE EXIST SIDEWALK

BUMPOUT

C.L.

08J4-009D

39+00

BEGIN NEW 5' W SIDEWALK

STA 37+12.36 END

2 0 . 0 0 '

236+00

PROPOSED MILL AND OVERLAY

38+00

(U.I.P.)

EXIST ROW

235+00

(A.T.G.)

STA 38+34.03 R.E. 9.25'W

(U.I.P.)

WASHINGTON ST

PI238+20.42

U POLE

(U.I.P.)

STA 38+32.33 FULL DEPTH SAWCUT

(A.T.G.)

' 0 .0 3

HYD

(U.I.P.)

PI239+77.18

SEE CURB RAMP DETAIL W

FULL DEPTH SAWCUT

24" RCP

(U.I.P.)

NEW 4" TYPE 'S' CURB

35+00

(U.I.P.)

EXIST SIGN

PRELI MI NARY

(U.I.P.)

3 5

STA 35+23.47 BEGIN BUMPOUT TAPER

(U.I.P.)

6 "

HYD WV

EXIST ROW

(RELOC.)

N\F

JOHNATHAN EDWARDS 1260 WASHINGTON STREET DB 22806 PG 2186

JOHN C. & MARGARET M. DAVID 1270 WASHINGTON STREET DB 15134 PG 2632

CSMA BLT LLC 1290 WASHINGTON STREET DB 21662 PG 4430

LOC# 08J210921

LOC# 08J210822

LOC# 08J211229

LOC# 08J210756

LOC# 08J2110723

LOC# 08J210679

COMMITMENT# 18-225859-KEE

COMMITMENT# 18-225860

COMMITMENT# 18-225861-KEE

COMMITMENT# 18-225862-KEE

COMMITMENT# 18-225863-KEE

COMMITMENT# 18-225864-KEE

DATE:

9% 2.

2. 3%

5. 0%

2. 1 %

0% 5.

4. 5%

4. 3%

1 . 8%

0. 9%

1 . 3%

555

550

-0.8%

545

545 DRIVE

DRIVE

235+00

236+00

237+00

238+00

239+00

PROP. 548.10

EXIST. 548.50

PROP. 548.30

EXIST. 548.43

PROP. 548.63

EXIST. 548.61

PROP. 548.99

EXIST. 548.98

PROP. 549.65

EXIST. 549.64

PROP. 549.40

EXIST. 550.08

PROP. 550.29

EXIST. 550.30

PROP. 550.20

EXIST. 550.99

PROP. 550.62

EXIST. 551.37

PROP. 551.80

EXIST. 552.25

PROP. 552.80

EXIST. 552.55

PROP. 553.65

EXIST. 553.65

PROP. 554.49

EXIST. 554.63

PROP. 555.34

EXIST. 555.29

PROP. 556.24

EXIST. 556.26

PROP. 557.38

EXIST. 557.37

EXIST. 558.92

EXIST. 559.68

PROP. 560.82

EXIST. 560.85

PROP. 562.01

EXIST. 562.02

PROP. 563.18

EXIST. 563.25

PROP. 564.34

EXIST. 564.29

PROP. 565.50

EXIST. 565.50

PROP. 566.66

EXIST. 566.67

PROP. 567.84

EXIST. 567.86

PROP. 569.04

EXIST. 569.49

535

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

PU BLIC W O RK S

DRIVE

540

TRA N SPO RTA TIO N

560

PLAN AND PROFI LE SHEET 8 OF 18

7. 4%

N CASTELLO ST

565

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

El ev=548.14

PVI239+99.22

El ev=548.16

PVI239+96.27

El ev=548.33

PVI239+77.18

4. 2%

El ev=549.12

PVI239+32.44

El ev=549.78

PVI239+17.04

El ev=549.30

PVI239+07.60

El ev=549.45

PVI238+96.84

El ev=550.31

El ev=550.50

PVI238+70.44

PVI238+79.56

1 . 6%

El ev=550.18

El ev=550.63

PVI238+39.44

4. 5%

El ev=551.05

7. 5%

PVI238+30.06

7. 7%

El ev=552.17

PVI238+15.06

6. 8%

El ev=555.16

El ev=556.34

PVI237+17.77

El ev=556.42

PVI237+12.77

El ev=557.21

PVI237+02.20

El ev=558.77

PVI236+81.81

El ev=559.96

El ev=560.41 PVI236+52.07

PVI236+45.43

El ev=561.33 PVI236+34.43

El ev=561.25

7. 6%

1 . 6%

NE STA 240+00 MATCHLI

550

7. 6%

PVI238+59.06

555

5. 8%

575

570

PVI237+44.05

560

NE STA 235+00 MATCHLI

6. 0%

El ev=561.90

570

PVI236+29.43

PVI236+21.96

PROFILE AT BACK OF SIDEWALK

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

El ev=567.42

PVI235+26.90

T. 636 537 5585

F. 636 537 0275

4/23/2020

575

565

4/ 23/ 2020

(A.T.G.)

12" RCP

EXIST ROW

CONSTRUCTI ON

(U.I.P.)

08J4-103D

NOT FOR

08J4-010D

(U.I.P.)

ASPH

(U.I.P.)

ASPH

EXIST CONC CURB

REVI SI ONS

MATCHLI NE STA 240+00

ASPH

PI239+96.27

WASHINGTON ST STA 36+66.36= CASTELLO ST STA 50+00.00

DESCRI PTI ON

8J, 9J 8J, 9J

08J4-104D

08J4-102D

(U.I.P.)

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609)

(U.I.P.)

EXIST CONC CURB

AR-1719 AR-1719

2) MAINTAIN MINIMUM 4' SIDEWALK CLEARANCE AROUND UTILITY POLES.

(U.I.P.)

MATCHLI NE STA 235+00

LOC# 08J210932

JOHN S. MATTHEWS

APP.

08J4-105D

LOC# 08J210943

N\F BRADLEY J. HOLBROOK 1295 WASHINGTON STREET DB 12259 PG 1304

ST EXI

LOC# 08J210954

1265 WASHINGTON STREET DB 22120 PG 3214

N\F JACQUELINE R. MCGINLEY 1285 WASHINGTON STREET DB 11279 PG 1036

N\F

REV.DATE

ROW

SCALE: 1" = 20'

N\F ROBERT J. SMITH 1245 WASHINGTON STREET DB 17569 PG 4425

LOC# 08J211009

N\F DENNIS M. SWEESO 1225 WASHINGTON STREET DB 14278 PG 989

ROW

SCALE IN FEET

CA STELLO

EUGENE G. & FRANCES LEE MILZARK 415 NORTH CASTELLO STREET PG DB

COUNTY PROJECT NO. N\F DANIEL G. JACQUEMIN 1205 WASHINGTON STREET DB 12534 PG 521

ST EXI

N\F

8" VCP

ASPH

240+00

DESIGNED:

GDO

540

DRAWN:

20'

GDO CHECKED:

STS

535

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\018_AR-1719_PNP.dgn

N\F RONALD W. BRANDON 1365 WASHINGTON STREET DB 20492 PG 4

N\F ERIN N. JAVUREK 1335 WASHINGTON STREET DB 21476 PG 907

N\F KIMBERLY A. DANCHUS 1315 WASHINGTON STREET DB 12288 PG 1611

N\F JOHN A. LLOYD III 1375 WASHINGTON STREET DB 8893 PG 1785

N\F MARY K. DOWNING REVOCABLE TRUST 1395 WASHINGTON STREET DB 22609 PG 710

LOC# 08J220601

LOC# 08J220568

LOC# 08J220612

N\F JEFFREY A. & BEVERLY A. WIENER 1405 WASHINGTON STREET DB 7210 PG 1995 LOC# 08J221206

LOC# 08J220623

COUNTY PROJECT NO.

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

SCALE IN FEET

OW ST R EXI

6834H-21

SCALE: 1" = 20' MSD:

U POLE

CONC

45 + 00

4 . 5 '

C.L.

CONC

LACLEDE GAS EASEMENT DB 2913 PG 414

N\F N\F

N\F

WILLIAM S. HARBAUGH 1320 WASHINGTON STREET DB 22063 PG 96

RYAN MATTERN 1330 WASHINGTON STREET DB 21574 PG 945

LOC# 08J210624

LOC# 08J210592

COMMITMENT# 18-225865-KEE

COMMITMENT# 18-225866-KEE

CHRISTY LEIGH GREEN & ASHLEY L. SHOTWELL 1340 WASHINGTON STREET DB 21460 PG 1529

REVI SI ONS

E X I S T R O

N\F

LOC# 08J220470

LOC# 08J220458

N\F MICHAEL P. ALFANO 1380 WASHINGTON STREET DB 19258 PG 1063

COMMITMENT# 18-225867-KEE

COMMITMENT# 18-225868-KEE

LOC# 08J220393

SHAWN JAMES DOYLE 1360 WASHINGTON STREET DB 22612 PG 560

24 5+ 00

PRELI MI NARY

SHEET NOTES:

MA TC

(U.I.P.)

5+ 00

' .0 7

STA 44+22.09 END CURB REPLACEMENT

TYPE 'C' ASPHALT

" 27 ' 9 °2 79

PAULA MARIE CZAMECKI 1392 WASHINGTON STREET DB 21224 PG 2188 COMMITMENT# 18-225870-KEE

LOC# 08J220250

DATE:

6% 3.

1 . 1 %

2. 0%

0. 7%

0. 9%

1 . 3%

-0.1%

0. 9%

3% . 1

4. 9%

1 . 4%

1 . 0%

0. 6%

2. 1 %

0. 6%

5% . 1

8% 0.

9% 0.

0. 6%

AUBUCHON ST

2. 8%

3% 3.

DRIVE

545

540

535

240+00

241+00

242+00

243+00

244+00

PROP. 544.16

EXIST. 544.12

PROP. 544.31

EXIST. 544.32

PROP. 544.04

EXIST. 544.04

PROP. 544.16

EXIST. 544.16

PROP. 543.99

EXIST. 543.97

PROP. 543.71

EXIST. 543.71

PROP. 543.88

EXIST. 543.87

PROP. 544.13

EXIST. 544.15

PROP. 544.24

EXIST. 544.35

PROP. 544.39

EXIST. 544.66

PROP. 544.89

EXIST. 544.86

PROP. 545.02

EXIST. 545.15

PROP. 545.02

EXIST. 545.36

PROP. 545.25

EXIST. 545.44

PROP. 545.51

EXIST. 545.55

PROP. 545.77

EXIST. 545.80

PROP. 546.02

EXIST. 546.03

PROP. 546.23

EXIST. 546.28

PROP. 546.33

EXIST. 546.43

PROP. 546.59

EXIST. 546.86

PROP. 546.85

EXIST. 546.95

PROP. 547.15

EXIST. 547.20

PROP. 547.36

EXIST. 547.55

EXIST. 547.09

PROP. 547.33

EXIST. 547.43

PROP. 548.10

EXIST. 548.50

5' 530

245+00

PU BLIC W O RK S

TRA N SPO RTA TIO N

El ev=544.41

PVI244+90.99

El ev=544.22

PVI244+70.38

El ev=544.01

PVI244+64.12

El ev=544.07

PVI244+54.30

El ev=544.20

PVI244+34.09

El ev=543.72

5% 0.

5.0% DRIVE

PVI244+01.88

5.0%

3. 4%

550

PLAN AND PROFI LE SHEET 9 OF 18

2. 3%

1 . 0%

El ev=543.64

PVI243+91.37

El ev=544.06

PVI243+71.18

El ev=544.21

PVI243+45.33

El ev=544.29

PVI243+30.24

El ev=544.45

El ev=544.78 PVI243+14.10

PVI243+07.19

El ev=545.09

PVI242+85.68

El ev=544.92

PVI242+72.18

El ev=545.09

El ev=546.25

PVI241+62.62

El ev=546.21

PVI241+55.99

El ev=546.33

El ev=546.58 PVI241+38.74

PVI241+33.79

El ev=546.78

El ev=546. 5489 PVI 241+23.

PVI241+18.99

El ev=546.54

PVI241+08.99

El ev=546.97

PVI240+96.23

El ev=547.29

PVI240+74.82

El ev=547.32

PVI240+64.20

El ev=547.37

PVI240+58.39

El ev=547.09

El ev=546.93 PVI240+51.52

PVI240+47.06

El ev=547.32

PVI240+20.64

El ev=547.45

El ev=547.73

PVI240+09.22

PVI240+14.88

% 1 4.

4. 1 %

555

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

540

-4.9%

NE STA 245+00 MATCHLI

545

PVI242+52.67

550

560

NE STA 240+00 MATCHLI

560

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

565

Chest er f i el d,M i ssour i63017

PROFILE AT BACK OF SIDEWALK

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

T. 636 537 5585

F. 636 537 0275

4/23/2020

565

555

4/ 23/ 2020

24 4 + 00

' .0 9

REV.DATE

EXI ST R OW

EXIST SIGN (U.I.P.)

U AU B

SIDEWALK REMOVAL

(U.I.P.)

24 3 +59 .82

(U.I.P.)

1) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

RO W

EXIST CONC CURB

6. 0' R

(A.T.G.)

U POLE

SEE CURB RAMP DETAIL Z

OW ST R EXI

RO W

PROPOSED CONCRETE SIDEWALK

EX I ST

CURB INLET

ST A 44 10. 0'W +66.4 4 R.E . PT 24 4+ 74 .8 0

ST H ON

.27 9+96 PI23

PT 24 3 +36 .75

6 "

'4 3 5 8 9 ° ST EXI

PROPOSED MILL AND OVERLAY

.0' R 1

LEGEND

3 74 .9 24 2+ .84 2+74

.12 2+32

CONC

42 '

PI24

C.L.

(U.I.P.)

4 4 + 00

T.S.C.L.

CONC WAL K

.77 4 1+10 ST A R.E. W 10.0'

CONC

.24 0+83

C.L.

.20 0+64

1.90 4 0+0 ST A R.E. W 10.0'

0 + 0 24

PI24

E. S. P. 0

PI24

P.S.E.

C.L.

CONC

.4 1+74

ASPH

(U.I.P.)

PI24

U POLE

0.4 6 4 1+4 STA R.E. 'W 17.25

OW 0 ST R 0 + 1 EXI 24 WM (A.T.G.)

ASPH

9.38 4 2+5 ST A R.E. W 19.5'

(U.I.P.)

(A.T.G.)

SEE CURB RAMP DETAIL Y

(U.I.P.)

.35 2+52

EXIST CONC CURB

L. C. S. T.

U POLE W/ DROP

PI24

0 0 2+ 24

LOC# 08J221130

(U.I.P.)

RELOCATED SIGN

(A.T.G.)

0 0 + 0 4

U POLE

(A.T.G.)

CP 8" V

WASHINGTON ST STA 40+33.13= AUBUCHON ST STA 50+00.00 08J4-111S

2 4 3 + 0 0

(A.T.G.)

0 0 + 1 4

7.83 4 3+1 ST A R.E. 'W 15.25

SEE CURB RAMP DETAIL AA

(A.T.G.)

NEW 6" TYPE 'S' CURB

ST ROW EXI

GV (A.T.G.)

PI24

0 4 0+0 TA 2 NE S HLI

RELOCATED SIGN

8J, 9J 8J, 9J

ST A

(A.T.G.)

0 0 2+ 4 08J4-011D

MSD BASE MAP:

HL I NE

08J3-088S

(U.I.P.)

RCP 24"

N\F SALLY AMBROSE-MEYER 1415 WASHINGTON STREET DB 12767 PG 2096

(U.I.P.)

ST A 10 .5 4 4 +0 'W 9 R. .17 E.

0 0 3+ 4

STA 43+34.64 BEGIN CURB REPLACEMENT ° 82

P.S.E.

0000000-00

08J3-108D

ON T G N HI WAS

OW ST R EXI

C O NC

" R

M ATC

C.L.

(U.I.P.)

R 30 0'

T. S. C. L.

(RELOC.)

RCP 36"

2 "

EXIST SIGN

1' 4

(U.I.P.)

CONC

(U.I.P.)

42" RCP

8 °

08J4-012D

U POLE

RO W

EXIST CONC CURB

(U.I.P.) EXIST SIGN

(U.I.P.)

.P.) I W ALK (U.

8" V

08J4-013D

(U.I.P.)

ASPH

EX I ST

U POLE

08J3-107D

CONC CURB INLET

CONC

CONSTRUCTI ON

CONC

+5 4. 72

ASPH

NOT FOR

LOC# 08J220645

DESCRI PTI ON

BE RENTALS 2 LLC 1305 WASHINGTON STREET DB 22168 PG 4980

APP.

RO W

96 +60. PC 4 2

OW ST R EXI

ST EXI

N\F

AR-1719 AR-1719

LOC# 08J220634

DESIGNED:

GDO 530

DRAWN:

20'

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\019_AR-1719_PNP.dgn

COUNTY PROJECT NO.

ROW

ASPH

EXI ST

LILA

ROW EXI ST

0000000-00 MSD BASE MAP:

8J, 9J 8J, 9J

DB 12546 PG 1337

LOT 5

N\F RENT PLUS PROPERTIES LLC 1460 WASHINGTON STREET DB 22773 PG 641 LOC# 09J541121 COMMITMENT# 18-225876-KEE

4/23/2020

LOT 4

1 . 3%

0. 5%

4. 0%

3. 1 %

0.0%

-1.5%

1 . 5%

5. 0%

5% . 1

DRIVE

0% 5.

DRIVE DRIVE DRIVE DRIVE

545

540

535

530

245+00

246+00

247+00

248+00

249+00

PROP. 538.43

EXIST. 538.42

PROP. 538.86

EXIST. 538.87

PROP. 538.72

EXIST. 539.17

PROP. 539.35

EXIST. 539.46

PROP. 539.77

EXIST. 539.77

PROP. 540.05

EXIST. 540.04

PROP. 540.16

EXIST. 540.24

PROP. 540.95

EXIST. 540.96

PROP. 541.10

EXIST. 541.09

PROP. 541.28

EXIST. 541.13

PROP. 541.58

EXIST. 541.65

EXIST. 541.54

PROP. 541.94

EXIST. 541.99

PROP. 542.75

EXIST. 542.75

PROP. 542.91

EXIST. 542.93

PROP. 543.03

EXIST. 543.03

PROP. 542.74

EXIST. 542.74

PROP. 543.31

EXIST. 543.32

PROP. 543.58

EXIST. 543.58

PROP. 543.25

EXIST. 543.24

PROP. 543.64

EXIST. 543.68

PROP. 543.75

EXIST. 543.69

PROP. 544.44

EXIST. 544.44

PROP. 544.52

EXIST. 544.51

PROP. 544.56

EXIST. 544.56

PROP. 544.16

EXIST. 544.12

5' 525

250+00

PU BLIC W O RK S

TRA N SPO RTA TIO N

El ev=538.44

PVI249+98.48

El ev=538.98

2. 3%

0. 9%

ALPHA DR

550

PLAN AND PROFI LE SHEET 10 OF 18

5% . 1 4. 5%

DRIVE

El ev=538.65 PVI249+74.81

El ev=539.51

El ev=540.06

PVI249+00.64

El ev=539.97

PVI248+94.92

El ev=539.97

PVI248+84.76

El ev=541.01

PVI248+58.48

El ev=541.15

PVI248+30.06

El ev=541.46

El ev=541.59

PVI248+06.06

PVI248+01.95

El ev=541.45

PVI247+92.24

El ev=541.69

El ev=541.71

PVI247+66.39

El ev=541.98 PVI247+65.09

4. 1 %

NE STA 250+00 MATCHLI

0. 8%

0% 1 . 1 % 5.

PVI247+59.09

El ev=542.75

PVI247+40.53

El ev=543.05

PVI247+00.42

El ev=542.59

PVI246+91.19

El ev=542.71

PVI246+80.97

3. 6%

PVI249+68.16

1 . 3%

El ev=543.23

PVI246+66.61

El ev=543.66

PVI246+33.72

0% 5.

1 . 0%

El ev=538.81

4. 0%

El ev=543.21

PVI246+24.67

El ev=543.39

PVI246+06.10

El ev=543.81

PVI245+95.74

7% . 1

PVI249+50.91

2. 9%

El ev=543.62

PVI245+84.50

El ev=543.93

PVI245+73.73 3. 7%

PVI249+36.93

-0.2%

3% 4% 3. . 1

560

555 El ev=544.47

PVI245+59.06

El ev=544.57

PVI245+18.85

El ev=544.29

El ev=544.15 PVI245+10.46

PVI245+00.34

NE STA 245+00 MATCHLI

555

4/ 23/ 2020

DATE:

PROFILE AT BACK OF SIDEWALK

560

NOT FOR

PRELI MI NARY

CONSTRUCTI ON

N\F NATHAN & AMANDA RUBACK 1450 WASHINGTON STREET DB 17581 PG 4092 LOC# 08J220030 COMMITMENT# 18-225875-KEE

SIDEWALK EASEMENT

DESCRI PTI ON

REVI SI ONS

PERMANENT

LOT 6

PI250+06.64

K CONC WAL

REV.DATE

V CP 8"

CONC

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

N\F REBECCA K. & TIMOTHY R. ZOLL 1440 WASHINGTON STREET DB 14048 PG 589 LOC# 08J220041 COMMITMENT# 18-225874-KEE

DB 125446 PG 1345

(U.I.P.)

F. 636 537 0275

(U.I.P.)

C.L.

Chest er f i el d,M i ssour i63017

LOT 7

30"

EASEMENT

T. 636 537 5585

LOT 8

EXIST SIGN

CONC

250+00

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

TYPE 'C' ASPHALT

N\F CSMA BLT LLC 1420 WASHINGTON STREET DB 21662 PG 4550 LOC# 08J220195 COMMITMENT# 18-225872-KEE

N\F MATTHEW M. UBDEGROVE 1430 WASHINGTON STREET DB 20316 PG 3825 LOC# 08J220162 COMMITMENT# 18-225873-KEE

CONC

T.S.C.L.

PERMANENT SIDEWALK

STA 49+62.31 17.25'W R.E.

SIDEWALK REMOVAL

N\F WILLIAM KEEVEN 1392 WASHINGTON STREET DB 20044 PG 2520 LOC# 08J221107 COMMITMENT# 18-225871-KEE

(U.I.P.)

T.S.C.L. STA 48+92.86 10.0'W R.E. PI248+90.28

PROPOSED CONCRETE SIDEWALK

EXIST SIGN

249+00 PI248+80.93

SEE CURB RAMP DETAIL BB

(U.I.P.)

248+00

EXIST ROW

P.S.E.

PI248+36.07

PROPOSED MILL AND OVERLAY

(U.I.P.)

A LP H A

CONC

50+00

(U.I.P.)U POLE

.09

LEGEND

(A.T.G.)

49+00

U POLE

7+54

24"

08J3-093S

(U.I.P.)

C.L.

RO W

CONC

24 7 + 0 0

EXI ST

ASPH

NEW 4" TYPE 'S' CURB MATCH EXIST. RADIUS

PI24

(A.T.G.)

SEE CURB RAMP " DETAIL CC 3 2 ' 4 3 ° 0 0' 8 5. R

(A.T.G.)

7+4 0 .4 6

08J3-089S

C.L.

PI24

U POLE

REMOVE EXIST CONC SIDEWALK

STA 46+93.07 R.E. 10.0'W

(U.I.P.)

" 18 ' 4 5 8 + 0 0 4 ° 0 8

(A.T.G.)

STA 46+23.54 18.25'W R.E.

WASHINGTON ST STA 47+82.27= ALPHA DR STA 50+00.00

5' R 8.

STA 45+87.14 10.5'W R.E.

(A.T.G.)

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

8" VCP

24 6 + 0 0

(U.I.P.)

STA 48+22.04 24.0'W R.E.

(A.T.G.)

08J3-115D

EXIST ROW

RO W

'5 16

EXI ST ROW

42" RCP

PI248+75.93

° 9 7

ASPH

(U.I.P.)

WAS HI NGT ON

4 7 + 0 0 7"

U POLE(U.I.P.)

08J3-090S

BLOCK WALL

(U.I.P.)

EXI ST

" 19 ' 10 ° 0 8

08J3-113D

" 6 0 ' 5 0 1° 8

MATC HLI NE STA 250+00

EXIST MODULAR

42" RCP

4 6 + 0 0

PT48+67.31

.4 0

EXI ST R OW

PI248+65.76

8" VCP

(U.I.P.)

PC 4

08J3-110D (U.I.P.)

PI248+51.20

C R

08J3-109D

8+27

" 0 2 ' 4 0 ° 1 8

SCALE: 1" = 20'

APP.

SCALE IN FEET

WASHINGTON ST STA 46+16.80= LILA DR STA 50+00.00 " 9 3 ' 4 5 42" ° RCP 0 8

08J3-111D

EXIST ROW

535

MSD:

1) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS. 2) MAINTAIN MINIMUM 4' SIDEWALK CLEARANCE AROUND UTILITY POLES.

U POLE

CONC

540

6834H-21

(U.I.P.)

545

E-W GATEWAY TIP NO.

(U.I.P.)

24 5 + 0 0

550

STP-5598(609) STP 5598(609)

08J3-112D EASEMENT FOR SUBDIVISION MONUMENT DB 5693 PG 532

EXI ST R OW

FEDERAL PROJECT NO.

LOT 3

LOT 4

SHEET NOTES:

AR-1719 AR-1719

N\F DENNIS A. CLARK 1 ORCHARD DRIVE DB 13913 PG 2760 LOC# 08J220052

N\F JOHN B. HARING TRUST 1495 WASHINGTON STREET DB 19869 PG 994 LOC# 08J220151

M AT C HLI NE S TA 2 STA 45+13.41 4 5+0 10.0'W R.E. 0

N\F MICHAEL J. & JENNIFER VOTRUBA 1421 WASHINGTON STREET DB 17130 PG 851 LOC# 08J221525

N\F SALLY AMBROSE-MEYER 1415 WASHINGTON STREET DB 12767 PG 2096 LOC# 08J221130

DESIGNED:

GDO 525 DRAWN:

20'

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\020_AR-1719_PNP.dgn

N\F REST SFR SUB LLC 1545 WASHINGTON STREET DB 21928 PG 438 LOC# 09J540890

N\F CHARLES D. KUEHL 1525 WASHINGTON STREET DB 22125 PG 976 LOC# 09J540966

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609)

SHEET NOTES:

E-W GATEWAY TIP NO.

6834H-21 0

1) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

MSD:

0000000-00 SCALE IN FEET

MSD BASE MAP:

8J, 9J 8J, 9J

SCALE: 1" = 20'

(U.I.P.)

WM (U.I.P.)

48" RCP

ASPH

EXIST ROW

'0 1"

48" RCP

9 °

50+00

8" VCP

WASHINGTON ST STA 50+31.22= ORCHARD DR STA 50+00.00

09J2-010S

51+00

52+00

53+00

PERMANENT SIDEWALK

EASEMENT

DB 12546 PG 1348

55+00

W/ DROP

EASEMENT DB 12546 PG 1357

30"

(U.I.P.) ASPH

255+00

18"

(U.I.P.)

24"

36"

(U.I.P.)

ASPH

N\F ANNA L. TUCKER 1530 WASHINGTON STREET DB 18613 PG 539 LOC# 09J540856 COMMITMENT# 18-225880-KEE

N\F JOHN C. POOL 1490 WASHINGTON STREET DB 8625 PG 1685 LOC# 09J540944 COMMITMENT# 18-225879-KEE

STA 54+30.66 19.25'W R.E.

PERMANENT SIDEWALK

LOT 1

N\F DONALD J. PRICE JR. 1480 WASHINGTON STREET DB 08694 PG 529 LOC# 09J540999 COMMITMENT# 18-225878-KEE

T.S.C.L.

PI253+96.10

CONC

LOT 2

N\F JOANN M. LIPPMANN 1470 WASHINGTON STREET DB 16682 PG 880 LOC# 09J541044 COMMITMENT# 18-225877-KEE

P.S.E.

254+00

PRELI MI NARY

LOT 3

SIDEWALK REMOVAL

T.S.C.L.

PROPOSED CONCRETE SIDEWALK

(U.I.P.)

42"

C.L.

EXIST ROW

(A.T.G.)

PI253+91.34

CONC

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

253+00

PI253+86.34

(U.I.P.)

36"

STA 51+75.34 15.75'W R.E.

36"

PROPOSED MILL AND OVERLAY

DB 12546 PG 1351

STA 51+02.91 17.75'W R.E.

STA 50+32.34 17.5'W R.E.

PI250+29.72

PI250+20.68

LEGEND

CONC

PI252+19.86

EASEMENT

CONC

(A.T.G.)

PI253+81.57

PERMANENT SIDEWALK

C.L.

STA 53+19.81 10.5'W R.E.

HYD

252+00

STA 52+51.54 14.75'W R.E.

T.S.C.L.

PI252+33.63

P.S.E.

251+00

WM (A.T.G.)

(A.T.G.)

PI252+28.63

250+00

(U.I.P.)U POLE

(U.I.P.)

EXIST ROW

PI252+42.40

(U.I.P.)

PI250+15.68

54+00

DB 12546 PG 1354

U POLE

PI250+06.64

(A.T.G.)

WASHINGTON ST

N\F PHILLIP J. GARAGNANI 1560 WASHINGTON STREET DB 10174 PG 779 LOC# 09J540791 COMMITMENT# 18-225881-KEE

N\F LEONARD A. & JULIE E. CZAJKOWSKI 1570 WASHINGTON STREET DB 17741 PG 571 LOC# 09J540768 COMMITMENT# 18-225882-KEE

DATE:

0. 3%

5. 0%

0% 5.

3% 5.

1 . 5%

2. 6%

5. 0%

0% 5.

0. 4%

DRIVE

1 . 5%

5. 0%

-0.2%

0. 8%

1 . 0%

0.2% DRIVE

DRIVE

0. 7%

DRIVE

0% 5.

0. 8%

5. 0%

9% . 1

DRIVE DRIVE

535

530

525

250+00

251+00

252+00

253+00

254+00

PROP. 533.18

EXIST. 533.18

PROP. 533.35

EXIST. 533.34

PROP. 533.52

EXIST. 533.51

PROP. 533.51

EXIST. 533.65

PROP. 533.71

EXIST. 533.85

PROP. 534.04

EXIST. 534.09

PROP. 534.21

EXIST. 534.22

PROP. 534.37

EXIST. 534.40

PROP. 534.54

EXIST. 534.55

PROP. 534.13

EXIST. 534.82

PROP. 534.81

EXIST. 534.81

PROP. 534.85

EXIST. 534.81

PROP. 534.86

EXIST. 535.19

PROP. 534.82

EXIST. 535.18

PROP. 535.52

EXIST. 535.53

PROP. 535.83

EXIST. 535.84

PROP. 535.53

EXIST. 536.11

PROP. 535.83

EXIST. 536.28

PROP. 536.52

EXIST. 536.52

PROP. 536.77

EXIST. 536.76

PROP. 536.64

EXIST. 536.98

PROP. 537.26

EXIST. 537.27

PROP. 537.62

EXIST. 537.65

PROP. 537.69

EXIST. 538.06

PROP. 537.90

EXIST. 538.36

PROP. 538.43

515

EXIST. 538.42

5' 520

255+00

PU BLIC W O RK S

540

PLAN AND PROFI LE SHEET 11 OF 18

1 . 2%

TRA N SPO RTA TIO N

El ev=533.63

El ev=533.50 PVI254+46.35

PVI254+39.87

El ev=533.71

El ev=533.91

5. 0%

0% 5.

1 . 3%

PVI254+19.27

PVI254+15.39

El ev=534.60

PVI253+33.37

El ev=534.10

PVI253+23.43

El ev=534.18

PVI253+12.93

El ev=534.81

PVI253+00.34

El ev=534.84

PVI252+80.61

El ev=535.08

PVI252+64.43

El ev=534.72

PVI252+57.26

El ev=534.70

PVI252+42.51

El ev=535.20

El ev=535.53

PVI252+19.86

El ev=535.98

PVI251+90.01

El ev=535.52

PVI251+80.85

El ev=535.58

PVI251+65.10

El ev=536.42

PVI251+48.28

El ev=536.84

PVI251+13.85

El ev=536.61

PVI251+09.52

El ev=536.67

PVI250+91.77

El ev=537.28

PVI250+79.45

El ev=537.89

PVI250+43.97

El ev=537.63

PVI250+38.72

El ev=537.85

PVI250+20.92

El ev=538.35

PVI250+10.92

1 . 7%

545

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

530

5. 0%

NE STA 255+00 MATCHLI

535

0. 7%

PVI252+32.51

540

550

NE STA 250+00 MATCHLI

550

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

PROFILE AT BACK OF SIDEWALK

Chest er f i el d,M i ssour i63017

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

T. 636 537 5585

F. 636 537 0275

4/23/2020

TYPE 'C' ASPHALT

545

4/ 23/ 2020

C 42" RCP

U POLE

(U.I.P.)

U POLE

EXIST ROW

CONSTRUCTI ON

(A.T.G.)

09J2-010D

ASPH 09J2-009D

ASPH

REV.DATE

(U.I.P.)

REVI SI ONS

MATCHLI NE STA 255+00

08J3-120D

MATCHLI NE STA 250+00

N\F PAUL MUNGAI MACHARIA & EUNICE W. MUNGAI 1565 WASHINGTON STREET DB 22484 PG 1380 LOC# 09J540812

DESCRI PTI ON

ASPH

NOT FOR

2) MAINTAIN MINIMUM 4' SIDEWALK CLEARANCE AROUND UTILITY POLES.

APP.

LOT 2

AR-1719 AR-1719

ROW EXI ST

EXI ST

OR CH A R D

ROW

COUNTY PROJECT NO. N\F ANDREW E. & JANET M. PARDO 2 ORCHARD DRIVE DB 6762 PG 1303 LOC# 09J541099

DESIGNED:

GDO 520

DRAWN:

20'

GDO CHECKED:

STS 515

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\021_AR-1719_PNP.dgn

COUNTY PROJECT NO.

AR-1719 AR-1719

T 2 A S PL L L I H E N HES C 4 DU 6 PG 2 PB 6

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) N\F THE CHRIST COVENANT CHURCH 1625 WASHINGTON STREET DB 22777 PG 380 LOC# 09J540625

N\F PAUL MUNGAI MACHARIA & EUNICE W. MUNGAI 1565 WASHINGTON STREET DB 22484 PG 1380 LOC# 09J540812

E-W GATEWAY TIP NO.

6834H-21 0

MSD:

0000000-00 SCALE IN FEET

MSD BASE MAP:

8J, 9J 8J, 9J

ASPH

09J2-059S

U POLE

09J2-068D

U POLE

(U.I.P.)

09J2-065S

(U.I.P.)

(A.T.G.) BRIDGE EXCEPTION (NO IMPROVEMENTS)

4 8 "

WM (A.T.G.)

27" RCP

(U.I.P.)

LOT 43

EXIST ROW

(U.I.P.)

LOT 42

C.L.

CONC

T.S.C.L.

2433

CONC CLUMP

(U.I.P.)

N\F DANIEL GARVEY 1610 WASHINGTON STREET DB 21443 PG 1176 LOC# 09J540515 COMMITMENT# 18-225885-KEE

N\F LARRY & JANICE ROBINSON 1620 WASHINGTON STREET DB 15205 PG 2905 LOC# 09J540483 COMMITMENT# 18-225886-KEE

N\F RICHARD F. & SHARON J. BERLINER 1630 WASHINGTON STREET DB 15179 PG 2831 LOC# 09J540362 COMMITMENT# 18-225887-KEE

LOT 50

R.E.

EXIST ROW

T.S.C.L.

DESCRI PTI ON

PRELI MI NARY

N\F MO. HOUSING & RE-DEVLOPMENT LLC 1600 WASHINGTON STREET DB 21166 PG 995 LOC# 09J540636 COMMITMENT# 18-225884-KEE

260+00

36"

CONC

CONC WALK AS REQUIRED

EASEMENT

259+00

(U.I.P.)

T.S.C.L.

RECONSTRUCT EXIST 42" W

9542 PG

DB 6585 PG 551

T.S.C.L.

MSD

U POLE

CONC DITCH

DB 6576 PG 1784

HYD

(U.I.P.)

R.E.

CONC.WAL K

(U.I.P.)

R.E.

MSD EASEMENT

N\F CATHRYN A. ACKERMAN 1590 WASHINGTON STREET DB 12277 PG 1497 LOC# 09J540724 COMMITMENT# 18-225883-KEE

SIDEWALK REMOVAL

CONC

10.0'W

R.E.

(U.I.P.)

PROPOSED CONCRETE SIDEWALK

C.L.

(U.I.P.)

EXIST GUARDRAIL

PROPOSED MILL AND OVERLAY

75"

50"

19.5'W

(U.I.P.)

STA 57+42.73

LEGEND

36"

(U.I.P.)

CONC

(A.T.G.)

STA 59+12.53

(U.I.P.)

R.E.

09J2-150S

EXIST ROW

(A.T.G.)

13.5'W

(A.T.G.)

258+00

(U.I.P.)

EXIST ROW

STA 55+76.62

PI255+65.52

36"

P.S.E.

09J2-062S

257+00

WM (U.I.P.)

42" DECORATIVE FENCE

(T.B.R.)

256+00

(A.T.G.)

C.L.

10.75'W

T.S.C.L.

EXIST ROW

STA 58+42.29

19.75'W

(A.T.G.)

60+00

WV(A.T.G.)

09J2-060D

(A.T.G.)

C R

(A.T.G.)

59+00

09J2-067D

09J2-069D

U POLE (U.I.P.)

P.S.E.

58+00 15

(A.T.G.)

57+00

56+00

1" '2 19

09J2-059D

WASHINGTON ST

(A.T.G.)

° 6 8

55+00

LOT 49 DATE:

TYPE 'C' ASPHALT

T. 636 537 5585

0. 7%

0.2%

5. 0% 3. 6%

% 1 2.

5. 0% 0. 4%2. 6% 0%5.

BRIDGE EXCEPTION (NO IMPROVEMENTS)

DRIVE

0% 5.

0.0%

DRIVE

535

530

525

255+00

256+00

257+00

258+00

259+00

PROP. 536.02

EXIST. 536.22

PROP. 535.50

EXIST. 536.12

PROP. 535.83

EXIST. 535.82

PROP. 535.54

EXIST. 535.52

PROP. 534.73

EXIST. 535.30

PROP. 534.78

EXIST. 535.29

PROP. 534.68

EXIST. 534.68

PROP. 534.57

EXIST. 534.42

PROP. 533.78

EXIST. 534.53

PROP. 534.15

EXIST. 534.13

PROP. 533.75

EXIST. 533.67

PROP. 533.35

EXIST. 533.33

PROP. 533.47

EXIST. 533.48

PROP. 533.32

EXIST. 533.74

PROP. 533.96

EXIST. 533.96

PROP. 534.11

EXIST. 534.09

PROP. 534.29

EXIST. 534.26

PROP. 534.47

EXIST. 534.55

EXIST. 534.46

PROP. 534.27

EXIST. 534.27

PROP. 533.98

EXIST. 533.96

PROP. 533.13

EXIST. 533.51

PROP. 532.79

EXIST. 532.80

PROP. 532.84

EXIST. 532.88

PROP. 533.01

EXIST. 533.04

PROP. 533.18

515

EXIST. 533.18

5' 520

260+00

PU BLIC W O RK S

TRA N SPO RTA TIO N

El ev=535.62

PVI259+91.99

5. 0%

0% 5.

5. 0%

0% 2.

0% . 1

0.1%

540

PLAN AND PROFI LE SHEET 12 OF 18

0. 8%

0% 2.

El ev=535.42

PVI259+72.24

El ev=535.87

PVI259+63.28

El ev=535.48

PVI259+35.92

El ev=534.73

PVI259+21.00

El ev=534.71

PVI259+01.50

El ev=535.10

PVI258+93.71

El ev=534.46

PVI258+72.81

El ev=534.69

PVI258+61.84

El ev=533.78

PVI258+47.55

El ev=533.78

PVI258+34.05

El ev=534.25

PVI258+24.67

El ev=533.20

PVI257+72.43

El ev=533.46

El ev=533.49

PVI257+62.35

PVI257+55.26

El ev=533.07

PVI257+46.80

El ev=533.43

PVI257+36.80

El ev=533.91

PVI257+27.31

El ev=534.05

PVI257+07.23

MATCH EXI ST. El ev=534.53

PVI256+53.19

MATCH EXI ST. El ev=534.27

PVI256+20.01

El ev=534.17

PVI256+09.16

El ev=533.88

PVI255+94.98

El ev=533.03

PVI255+78.01

El ev=532.81

PVI255+67.26

0% 5.

0. 9%

0% . 1

2. 1 %

3% 6.

545

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

530

4% . 1

% 1 3.

NE STA 260+00 MATCHLI

535

El ev=532.77

540

PVI255+48.23

545

550

NE STA 255+00 MATCHLI

550

Chest er f i el d,M i ssour i63017

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

PROFILE AT BACK OF SIDEWALK

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

4/23/2020 F. 636 537 0275

255+00

09J2-149S

R C P

STA 59+83.13

12" RCP

(A.T.G.)

4/ 23/ 2020

(U.I.P.)

EXIST ROW

CONSTRUCTI ON

U POLE

(U.I.P.)

U POLE

09J2-058D

NOT FOR

24" PVC

REVI SI ONS

EXIST ROW

(U.I.P.)

09J2-148S

(U.I.P.)

EXIST ROW

REV.DATE

CONC.WAL K EXIST GUARDRAIL

APP.

MATC HLI NE STA 260+00

PT56+20.81

MATCHLI NE STA 255+00

PC55+40.81

PRC55+80.81

SCALE: 1" = 20'

DESIGNED:

GDO 520

DRAWN:

20'

GDO CHECKED:

STS 515

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\022_AR-1719_PNP.dgn

A N TH ON Y

(U.I.P.)

EXIST ROW

ASPH CURB

NEW TYPE 'S' CURB

CONC

(U.I.P.)

CONC

24" 48" CHAIN LINK FENCE

(U.I.P.)

EXIST ROW

262+00 (T.B.R.) 48" CHAIN LINK FENCE

T.S.C.L.

DESCRI PTI ON

REVI SI ONS

EXIST BUSHES

1 2" RCP

APP. BY REV.DATE

1.0'

(TYP.)

2 .0 ' R

8" P

(U.I.P.)

SEE CURB RAMP DETAIL FF

SW STA 262+02.97 WASHINGTON ST

09J2-066D

STA 62+01.34

(U.I.P.)

OFF 30.94' RT

95 N\F OSCAR WRIGHT 320 ST. ANTHONY LANE DB 14030 PG 143 LOC# 09J540197

N\F ALVIN L. & THERESA MAZE 1760 WASHINGTON STREET DB 20526 PG 3055 LOC# 09J521310

N\F GARY L. KIMBERLY S. SMITH 1750 WASHINGTON STREET DB 8539 PG 2425 LOC# 09J540054

LOT 52

LOT 51

DATE:

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

El ev=543.96

PVI164+99.60

El ev=543.53

PVI164+80.85

El ev=542.81

PVI164+51.08

El ev=542.84

El ev=541.91

El ev=541.38

PVI163+48.70

El ev=540.61

El ev=540.17

550

3% 2. 4% 2.

0. 3%

5% . 1

0% 2.

0. 4%

6% . 1 5. 0%

535

% 1 . 1

PROP. 543.97

EXIST. 543.97

PROP. 543.51

EXIST. 543.69

PROP. 543.03

EXIST. 543.21

PROP. 542.84

EXIST. 542.85

PROP. 542.56

535

7% 4.

535

0.9%

1.6%

PLAN AND PROFI LE SHEET 13 OF 18

4.0%

7% 2.

540

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

540

4.2%

EXIST. 542.54

PROP. 542.26

EXIST. 542.23

PROP. 541.97

EXIST. 541.97

PROP. 541.60

COMMERCIAL DRIVE EXIST. 541.69

PROP. 541.15

PROP. 540.64

EXIST. 540.79

PROP. 540.30

EXIST. 540.22

PROP. 539.98

EXIST. 540.01

PROP. 539.68

EXIST. 539.66

PROP. 539.40

EXIST. 541.25

COMMERCIAL DRIVE

COMMERCIAL DRIVE EXIST. 539.36

PROP. 539.20

PROP. 538.98

EXIST. 538.95

545

EXIST. 539.18

El ev=538.26

PROP. 538.68

COMMERCIAL DRIVE

EXIST. PVI261+74.63 538.69

El ev=538.18

El ev=537.97 PVI261+69.65

PROP. 538.36 PVI261+64.68

El ev=537.90

EXIST. 538.39 PVI261+60.41

El ev=537.87

PVI261+32.35

El ev=537.80

PVI261+30.58

PROP. 538.13 El ev=537.85

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

EXIST. 538.36

7% 2.

PVI261+18.29

El ev=537.82

PVI261+15.03

El ev=537.78

PVI261+10.35

El ev=537.45

PVI260+98.20

El ev=536.88

PVI260+86.18

El ev=536.80

535

PVI260+78.43

El ev=537.26

El ev=536.27

PVI260+69.17

PROFILE AT BACK OF SOUTHSIDE SIDEWALK

EXIST. 538.33

6% . 1

% 1 . 1

9% . 1

5% . 1

9% 0.

NE STA 165+00 MATCHLI

540

ST ANTHONY LN 1 . 1 %

PVI260+04.97

545

NE STA 260+00 MATCHLI

6% 2. 7% . 1

540

PU BLIC W O RK S

545

TRA N SPO RTA TIO N

PVI162+92.04

El ev=539.44

PVI162+44.04

El ev=539.35

PVI162+34.04

El ev=538.86

PVI161+89.47

El ev=538.56

PVI161+73.72

El ev=538.51

El ev=538.39 PVI161+68.70

El ev=538.38 PVI161+64.12

PVI161+62.20

El ev=538.10

PVI161+27.06

El ev=538.07

PVI161+25.94

El ev=538.16

PVI161+17.42

545

El ev=538.08

PVI161+12.42

550

PVI163+18.74

PROFILE AT BACK OF NORTHSIDE SIDEWALK

PVI164+39.54

555

PVI163+75.65

555

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

4/23/2020 F. 636 537 0275

TYPE 'C' ASPHALT

65+00

FIBER MH

(U.I.P.)

ROW

LOT 48

ASPH CURB

CONC.W ALK

A N TH ON Y

ROW

NEW TYPE 'S' CURB

STA 64+65.95 29.5'W C.E.

C.E.

64+00

4/ 23/ 2020

12" RC P

PI261+15.03

(U.I.P.)

09J2-077S

63+00

EXI ST

SIDEWALK REMOVAL

09J2-065D

SEE CURB RAMP DETAIL DD

N\F BRENDA L. BARNETT 1640 WASHINGTON STREET DB 21578 PG 2664 LOC# 09J540340 COMMITMENT# 18-225888-KEE

PROPOSED CONCRETE SIDEWALK

(U.I.P.)

REMOVE EX ASPHALT

21 " RCP

165+00

' 0 . 9

(A.T.G.)

62+00

(U.I.P.)

EXI ST

PROPOSED MILL AND OVERLAY

WASHINGTON ST

NEW TYPE 'S' CURB

MCI VAULT

PI260+98.20

STA 60+83.35 7.75'W R.E.

LEGEND

(A.T.G.)

09J2-063D

U POLE W/ DROP (U.I.P.)

PRELI MI NARY

(A.T.G.)

° 0 9

164+00

NOT FOR

09J2-064D

8" VCP

(T.B.R.)

8" PVC

T. 636 537 5585

" 0 '0 0 0

(U.I.P.)

EXIST. CONC. CURB

(U.I.P.) WASHINGTON ST STA 61+44.87= ST ANTHONY LN STA 50+00.00

WV(A.T.G.)

26 1 + 00

(A.T.G.)

21" RC P

WASHINGTON ST STA 61+44.90= ST ANTHONY LN STA 50+00.00

(A.T.G.)

09J2-062D

61+00

T.S.C.L.

EXIST ROW

9 .0 '

(A.T.G.)

(U.I.P.)

' .0 9

SEE CURB RAMP DETAIL EE

" 2 '3 0 0

09J2-154S

(U.I.P.)

SIGN

ASPH

WM (A.T.G.)

' .5 3

° 0 9

(A.T.G.)

(U.I.P.)

163+00 U POLE

36"

8J, 9J 8J, 9J

ASPH

EXIST LIGHT

EXIST ASPH CURB

ASPH

AT&T VAULT

(U.I.P.)

CONC

T.S.C.L.

C.L.

162+00

U POLE

(U.I.P.)

MSD BASE MAP:

ASPH

T.S.C.L.

SIGN

(U.I.P.)

(A.T.G.)GV

161+00

EXIST ROW

0000000-00

MATCHLI NE STA 165+00

(T.B.R.) EXIST ROW

(U.I.P.)

MSD:

30.0'W

STA 62+67.17 48.0'W C.E.

STA 62+10.35 44.5'W C.E.

EXIST ROW

EXIST. CONC. CURB

(U.I.P.)

STA 63+33.66

PI 161+00.00

(A.T.G.)

NEW TYPE

20"

MATCHLI NE STA 260+00

MAIL BOX

30"

6834H-21 0

SCALE IN FEET

LIGHT POST FOUNDATION EXIST SIGN

'S' CURB

260+00

E-W GATEWAY TIP NO.

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

SEE CURB RAMP DETAIL GG

(RELOCATE)

60+00

STP-5598(609) STP 5598(609)

SCALE: 1" = 20'

SW STA 161+00.00= WASHINGTON ST STA 61+00.00 OFF 29.00' LT

(U.I.P.)

FEDERAL PROJECT NO.

Chest er f i el d,M i ssour i63017

(RELOC)

N\F THE OTTO PARTNERSHIP 1775 WASHINGTON STREET DB 8137 PG 253 LOC# 09J630166 COMMITMENT# 18-225890-KEE

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

AR-1719 AR-1719

CONSTRUCTI ON

N\F SCOTT & BONNIE L. KRONE 1725 WASHINGTON STREET DB 10206 PG 178 LOC# 09J540306 COMMITMENT# 18-225889-KEE

EXIST SIGN

SHEET NOTES:

ROW

EXI ST

RO W EXI ST

N\F THE CHRIST COVENANT CHURCH 1625 WASHINGTON STREET DB 22777 PG 380 LOC# 09J540625

COUNTY PROJECT NO.

ST ANTHONY LN DRIVE

260+00

261+00

EXIST. 538.88

EXIST. 538.64

PROP. 537.90

EXIST. 537.90

PROP. 537.88

EXIST. 537.94

PROP. 537.84

EXIST. 537.98

PROP. 537.50

EXIST. 537.66

PROP. 536.82

EXIST. 537.38

PROP. 537.12

EXIST. 537.07

PROP. 536.81

EXIST. 536.69

PROP. 536.50

EXIST. 536.41

PROP. 536.02

530

EXIST. 536.22

DESIGNED:

GDO

530

162+00

DRAWN:

20'

GDO CHECKED:

STS SHEET SEQUENCE:

163+00

164+00

165+00

N:\E19030 STL Co Washington St\drawings\Output\023_AR-1719_PNP.dgn

ROW

EXI ST ASPH

MSD BASE MAP:

8J, 9J 8J, 9J

SCALE: 1" = 20'

LOT 183

73 N\F SEE CURB RAMP JOHN E. MALDON III DETAIL KK 10 ST. EDWARD LANE

12"

SEE CURB RAMP DETAIL JJ

DB 18857 PG 522 LOC# 09J610904 COMMITMENT# 18-225894-KEE

(U.I.P.) SIGN

(U.I.P.) EXIST ROW

169+00

168+00

U POLE

8" VCP

° 0 9

WASHINGTON ST

170+00

U POLE

(U.I.P.)W/ DROP

(U.I.P.)

" 0 '0 0 0

8" VCP

09J2-102S

(A.T.G.) ASPH CURB

65+00

66+00

(U.I.P.)

67+00

68+00

69+00

70+00

(U.I.P.)

WASHINGTON ST STA 66+21.06= NEW HOPE CT ST 50+00.00

HYD (U.I.P.)

LIGHT

EXIST ROW

(U.I.P.)

ASPH CURB

EXIST ROW

(U.I.P.)

ASPH ASPH CURB

48" CHAIN LINK FENCE

ASPH

(U.I.P.) CONC CURB

(U.I.P.)

ASPH

WASHINGTON ST STA 68+90.08=

SHEET NOTES:

(U.I.P.) CONC CURB

ST EDWARD LN ST 50+00.00

(U.I.P.)

PRELI MI NARY

1) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

LEGEND TES TA N ES N RTMA HA 7 9 PG 8 0 PB 2

PROPOSED MILL AND OVERLAY PROPOSED CONCRETE SIDEWALK

N\F MARY A. HARTMANN TRUSTEE 1790 WASHINGTON STREET DB 10842 PG 569 LOC# 09J611411

SIDEWALK REMOVAL

N\F JAMES L. & PATRICIA HARTMANN 1800 WASHINGTON STREET DB 7366 PG 1099 LOC# 09J611400

LOT 2

N\F JERRY K. & NANCY E. TIMSON 1810 WASHINGTON STREET DB 10463 PG 203 LOC# 09J610861

LOT 1

N\F CURTIS & CHRISTINE SPINELLI 1820 WASHINGTON STREET DB 17729 PG 3257 LOC# 09J610838

DATE:

TYPE 'C' ASPHALT

5% . 1 3% 8.

5. 0% 0. 7%

6% 4.

ST EDWARD LN DRIVE

3% 8. 5% . 1

5% 6.

5% . 1

-0.1%

3% 2.

0% 2.

550

545

NEW HOPE CT

540

165+00

166+00

167+00

168+00

169+00

PROP. 562.19

EXIST. 562.38

PROP. 561.20

EXIST. 561.34

PROP. 560.20

EXIST. 560.30

PROP. 559.21

EXIST. 559.35

PROP. 558.22

EXIST. 558.31

PROP. 557.03

EXIST. 557.04

PROP. 556.58

EXIST. 556.72

PROP. 556.59

EXIST. 556.70

PROP. 556.27

EXIST. 556.24

PROP. 555.49

EXIST. 555.58

PROP. 554.45

EXIST. 554.71

PROP. 553.71

EXIST. 554.14

PROP. 553.03

EXIST. 553.02

PROP. 552.02

EXIST. 552.05

PROP. 551.10

EXIST. 551.18

PROP. 550.18

EXIST. 550.31

PROP. 548.98

EXIST. 549.40

PROP. 547.83

EXIST. 548.30

PROP. 546.93

EXIST. 546.90

PROP. 546.38

EXIST. 546.39

PROP. 545.83

EXIST. 545.84

PROP. 545.62

EXIST. 545.83

PROP. 545.17

EXIST. 545.16

PROP. 544.77

EXIST. 544.77

PROP. 544.37

EXIST. 544.37

PROP. 543.97

530

EXIST. 543.97

5' 535

T. 636 537 5585

170+00

PU BLIC W O RK S

555

PLAN AND PROFI LE SHEET 14 OF 18

6% 5.

0. 7%

TRA N SPO RTA TIO N

0% 8. 5% 3.

560

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

0% 5.

1 . 0%

0% 5.

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

El ev=557.69

PVI169+10.07

El ev=557.05

PVI169+02.28

El ev=556.46

PVI168+74.86

El ev=556.50

PVI168+68.80

El ev=556.68

PVI168+51.39

El ev=555.74

PVI168+24.93

El ev=555.07

El ev=555.00 PVI168+11.62

PVI168+06.63

El ev=553.68

PVI167+90.80

El ev=553.62

PVI167+81.80

El ev=553.91

PVI167+75.91

El ev=552.56

PVI167+51.65

El ev=550.03

PVI166+96.75

El ev=549.95

PVI166+91.75

El ev=548.52

PVI166+74.44

El ev=548.44

PVI166+69.44

El ev=547.23

PVI166+50.85

El ev=545.82

PVI165+99.47

El ev=545.83

PVI165+89.05

565

NE STA 170+00 MATCHLI

545

El ev=545.13

550

PVI165+58.57

555

STA 165+00 NE MATCHLI El ev=543.96

565

570

Chest er f i el d,M i ssour i63017

PROFILE AT BACK OF SIDEWALK

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

575

570

F. 636 537 0275

4/23/2020

575

560

4/ 23/ 2020

C.L.

40"

DESCRI PTI ON

ROW

ED W A R D

SCALE IN FEET

CONSTRUCTI ON

° 0 9

167+00 " 0 '0 0 0

0000000-00

NOT FOR

166+00

(U.I.P.)

MSD:

REVI SI ONS

EXIST ROW

APP.

C.L. T.S.C.L.

U POLE W/ DROP

SEE CURB RAMP DETAIL II

(A.T.G.)

165+00

6834H-21 0

REV.DATE

21"

E-W GATEWAY TIP NO.

(U.I.P.)

09J2-139S

EXIST ROW

STP-5598(609) STP 5598(609)

MATCHLI NE STA 170+00

09J2-138S

AR-1719 AR-1719 FEDERAL PROJECT NO.

CONC

T.S.C.L.

18"

EXI ST

T.S.C.L.

C PV 8"

C.L.

COUNTY PROJECT NO.

WM WM (U.I.P.)WM

LOT 82

STA 67+86.30 9.0'W R.E.

MATCHLI NE STA 165+00

8" PVC

N\F ALICE K. SPENCE 1805 WASHINGTON STREET DB 22019 PG 497 LOC# 09J611015 COMMITMENT# 18-225893-KEE

MS U I N MI DO N O RE C A U Q S S G N I K T 2 A PL 6 5 PG 7 3 PB 2

N EW

SEE CURB RAMP DETAIL HH

N\F KINGS SQUARE OWNERS ASSOCIATION 14 NEW HOPE CT DB 7657 PG 2106

CONC

H OP E

N\F KINGS SQUARE OWNERS ASSOCIATION 7 NEW HOPE CT DB 7657 PG 2106

ROW

ROW EXI ST

DESIGNED:

GDO 535

DRAWN:

20'

GDO CHECKED:

STS 530

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\024_AR-1719_PNP.dgn

W R O

PI 175+08.35

P.S.E.

174+00

(A.T.G.) WASHINGTON ST STA 71+49.12= DERHAKE RD STA 50+00.00

(T.B.R.)

(RELOC.)

8" VCP

STA 72+82.82 END CURB REPLACEMENT

71+00

72+00 WV

(A.T.G.)

U POLE EXIST ROW

° 3 9

WASHINGTON ST STA 72+59.30= DERHAKE RD STA 50+00.00

" 2 '3 3

73+00

HYD

SIGN

SHEET NOTES:

PROPOSED MILL AND OVERLAY PAUL S. HERRIN TRUSTEE

KATHLEEN A HUBECKY TRUSTEE

395 DERHAKE ROAD

1840 WASHINGTON STREET

DB 9394 PG 795

DB 21153 PG 17

LOC# 09J610629

EXI ST R OW

N\F N\F

LOT 121

LOC# 09J610652

1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 10.0' TO FACE OF CURB. 2) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

N\F N\F

RO W

ASPH

SIGN

(U.I.P.)

MICHAEL D. & REBECCA C. REDENBEAUX

RAYMOND F. HERMANN

JUDITH A. MCGOVERN

1920 WASHINGTON STREET DB 14641 PG 1903

DB 20938 PG 2331

DB 16282 PG 1706

LOC# 09J610366

LOC# 09J610498

LOC# 09J610410

LOT 122

LOT 123

LOT 124 DATE:

4/23/2020

El ev=577.32

8% 4.

6% . 1 % 5 . 5 1

COMMERCIAL DRIVE

4% 6% 4. 0. % 1 5.

6% 3.

2% 5.

DERHAKE RD

575

570

565

560

PLAN AND PROFI LE SHEET 15 OF 18

2% 2. 3% 2.

TRA N SPO RTA TIO N

7% 2.

6% . 1

3% 8.

580

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

PVI174+95.79

El ev=576.75

PVI174+48.53

El ev=576.40

PVI174+27.22

El ev=576.04

El ev=574.93

PVI173+60.90

El ev=574.29

PVI173+20.90

El ev=573.24

PVI172+73.51

El ev=572.87

PVI172+57.26

El ev=572.13

El ev=572.05 PVI172+41.77

PVI172+36.77

El ev=571.31

PVI172+27.83

El ev=570.38

PVI172+21.82

El ev=568.95

PVI171+46.54

El ev=568.55

PVI171+36.99

El ev=568.17

PVI171+22.38

El ev=564.69

PVI170+53.92

El ev=564.01

2% . 1

5% . 1

585

NE STA 175+00 MATCHLI

565

PVI170+34.92

570

El ev=562.34

575

PVI170+03.09

580

NE STA 170+00 MATCHLI

585

PVI174+02.71

590

Chest er f i el d,M i ssour i63017

PROFILE AT BACK OF SIDEWALK

590

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

T. 636 537 5585

TYPE 'C' ASPHALT

N\F 1910 WASHINGTON STREET

1900 WASHINGTON STREET

EXI ST

LOC# 09J610740

SEE CURB RAMP DETAIL NN

ASPH

DB 20080 PG 3009

SIDEWALK REMOVAL

EXIST ROW

D ER H A K E

1830 WASHINGTON STREET

PT71+88.95

PRC71+48.95

PC71+08.95

N\F BEVERLY A. CARTER

PROPOSED CONCRETE SIDEWALK

(U.I.P.)

U POLE

(U.I.P.)

ASPH

FL PAVED DITCH

ASPH

EXIST ROW

ASPH CURB

75+00

(U.I.P.)

ASPH

(T.B.R.)

STA 73+88.52 END CURB 4" TYPE 'S' CONC CURB

EXIST ROW ASPH

NEW 4" TYPE 'S' CONC CURB

74+00

WV (U.I.P.)

(A.T.G.)

EXIST ASPH CURB

WASHINGTON ST

STA 73+72.39 BEGIN 4" TYPE 'S' CONC CURB

SEE CURB RAMP DETAIL MM

70+00

(U.I.P.)

EXIST. CONC. CURB

EXIST SIGN

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

09J2-100S

(A.T.G.)

PU BLIC W O RK S

SEE CURB RAMP DETAIL LL

U POLE

1 7 5 + 0 0

9. 0'

F. 636 537 0275

8" VCP

(U.I.P.)

PRELI MI NARY

" 24 ' 0 4 ° 21 1

9 .0 '

(U.I.P.)

173+00

U POLE

171+00

EXIST ROW

U POLE

R 40 .00'

170+00

' 0 0 0 + 2 7 1 .0 0 2 R

4/ 23/ 2020

PI 174+48.77

(U.I.P.)

(A.T.G.)

LEGEND

T.S.C.L.

C.L.

ASPH

CONSTRUCTI ON

ASPH

8J, 9J 8J, 9J

NOT FOR

LIGHT

EXIST MODULAR BLOCK WALL

MSD BASE MAP:

DESCRI PTI ON

(T.B.R.)

ASPH

SCALE: 1" = 20'

REVI SI ONS

PAVER BORDER GARDEN AREA

ASPH

SCALE IN FEET

APP.

T.S.C.L.

00' 0. R4

COMMITMENT# 18-225897-KEE

C.L.

0000000-00

(U.I.P.)

CONC SIDEWALK

LOC# 09J611301

REV.DATE

(U.I.P.)

MSD:

DB 20148 PG 1137

(U.I.P.)

EXIST. CONC. CURB

ROA ENTERPRISES LLC

M ATC HL I NE STA 175+00

LIGHT

DB 5545 PG 144

STA 74+71.67 47.25'W C.E.

(U.I.P.)

1925 WASHINGTON STREET

STA 74+14.17 38.0'W R.E.

U POLE

EASEMENT

N\F

PI 173+88.78

CITY OF FLORISSANT

NEW 6" TYPE 'S' CONC CURB

(U.I.P.)

STA 73+40.89 40.0'W R.E.

MATCH EXIST BACK OF WALK

E-W GATEWAY TIP NO.

6834H-21

UE EASEMENT DB 4825 PG 398

STA 72+17.44 - OFF 69.19' LT BEGIN CURB REPLACEMENT

PI 173+69.95

A H R

LOC# 09J611509 COMMITMENT# 18-225897-KEE

PI 171+46.54

PI 171+29.22

STA 70+44.42 19.0'W R.E.

PLANTER

UBS SHR

MATCHLI NE STA 170+00

DB 10401 PG 2044

SHRUB

1915 WASHINGTON STREET

STA 72+65.43 15.0'W R.E.

COMMITMENT# 18-225896-KEE

COMMITMENT# 18-225895-KEE

CONC

E X I S

LOC# 09J610751

A LK

DB 4974 PG 319

LOC# 09J610849

STP-5598(609) STP 5598(609)

JAMES K. & JULIE M. MONTGOMERY

S I D E W

DB 17122 PG 1980

EXIST ROW

FEDERAL PROJECT NO.

N C

565 DERHAKE ROAD

CONC

AR-1719 AR-1719

N\F

1825 WASHINGTON STREET

PI 172+21.82

DARYN HOLDSWORTH & KRISTEN KOCH

N\F GLYNNE E. & ALBERTA R. WILLIAMS

N\F

T.S.C.L.

LOT 184

E X

COUNTY PROJECT NO.

I S

LOT 185

DRIVE

170+00

171+00

172+00

173+00

174+00

PROP. 577.42

EXIST. 577.33

PROP. 577.11

EXIST. 577.11

PROP. 576.87

EXIST. 576.89

PROP. 576.60

EXIST. 576.56

PROP. 576.30

EXIST. 576.30

PROP. 575.96

EXIST. 576.01

PROP. 575.43

EXIST. 575.53

PROP. 574.91

EXIST. 574.93

PROP. 574.60

EXIST. 574.60

PROP. 574.27

EXIST. 574.10

PROP. 573.83

EXIST. 573.58

PROP. 573.39

EXIST. 573.28

PROP. 572.94

EXIST. 572.88

PROP. 572.10

EXIST. 572.23

PROP. 570.35

EXIST. 570.29

PROP. 569.97

EXIST. 569.94

PROP. 569.60

EXIST. 569.77

PROP. 569.22

EXIST. 569.38

PROP. 568.68

EXIST. 568.96

PROP. 568.03

EXIST. 568.05

PROP. 567.02

EXIST. 566.99

PROP. 566.01

EXIST. 565.91

PROP. 565.00

EXIST. 564.91

PROP. 564.19

EXIST. 564.07

PROP. 563.23

EXIST. 563.23

PROP. 562.19

555

EXIST. 562.38

175+00

DESIGNED:

GDO 555

DRAWN:

20'

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\025_AR-1719_PNP.dgn

COUNTY PROJECT NO.

N\F

3M DEVELOPMENT LLC

ALBERT F. & SHARON E. GETTEMEIER

MCKAY PROPERTY GROUP LLC

1955 WASHINGTON STREET

1965 WASHINGTON STREET

1927 WASHINGTON STREET

DB 18781 PG 3381

DB 12410 PG 901

DB 21444 PG 2645

LOC# 09J611280

LOC# 09J610124

COMMITMENT# 18-225900-KEE

COMMITMENT# 18-225901-KEE

LOC# 09J610377

AR-1719 AR-1719

FEDERAL PROJECT NO.

N\F

STP-5598(609) STP 5598(609)

LESTER WILSON 1985 WASHINGTON STREET DB 21580 PG 1481

E-W GATEWAY TIP NO.

LOC# 09J311246

6834H-21

COMMITMENT# 18-225902-KEE

COMMITMENT# 18-225899-KEE

MSD:

0000000-00

U POLE

178+00

(U.I.P.)

WM (U.I.P.)

WASHINGTON ST

(A.T.G.)

ASPH ASPH ASPH

EXIST ROW

EXIST ROW FL PAVED DITCH

(U.I.P.)

BOULDERS (TYP)

EXIST ROW

CONC

(U.I.P.) CONC

CONC

PRELI MI NARY

SHEET NOTES: 1) UNLESS NOTED OTHERWISE ALL DRIVEWAY RADIUS RETURNS ARE 9.5' TO FACE OF CURB.

LEGEND PROPOSED MILL AND OVERLAY N\F

N\F

MATTHEW & MICHELLE HARTMANN

TRACY M. BRADSHAW

EUGENE REICHERT

RENT PLUS PROPERTIES LLC

RAY SR. & MARIE S. KOENIG

CLAUDE E. III & JOANNE M. BROWN

1930 WASHINGTON STREET

1940 WASHINGTON STREET

1950 WASHINGTON STREET

1960 WASHINGTON STREET

1970 WASHINGTON STREET

1980 WASHINGTON STREET

DB 19483 PG 2079

DB 19323 PG 935

DB 18134 PG 2380

DB 22773 PG 680

DB 13838 PG 1632

DB 22025 PG 516

LOC# 09J610300

LOC# 09J610234

LOC# 09J610212

LOC# 09J610135

LOC# 09J610025

LOC# 09J331120

DATE:

1 28

4/23/2020 T. 636 537 5585

LO T

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

LO T

TYPE 'C' ASPHALT

1 26

1 25

SIDEWALK REMOVAL

LO T

PROPOSED CONCRETE SIDEWALK

El ev=587.21

7% 3. 6% 3.

7% . 1

9% . 1 2% . 1 4% 0.

% 1 2.

% 1 . 1

DRIVE

7% 2. DRIVE

DRIVE

585

580

575

570

175+00

176+00

177+00

178+00

179+00

PROP. 588.87

EXIST. 588.88

PROP. 588.17

EXIST. 588.18

PROP. 587.46

EXIST. 587.49

PROP. 586.73

EXIST. 586.79

PROP. 586.01

EXIST. 586.06

PROP. 585.29

EXIST. 585.33

PROP. 584.73

EXIST. 584.76

PROP. 584.20

EXIST. 584.22

PROP. 583.62

EXIST. 583.64

PROP. 583.05

EXIST. 583.06

PROP. 582.48

EXIST. 582.48

PROP. 581.90

EXIST. 581.90

PROP. 581.53

EXIST. 581.50

PROP. 581.15

EXIST. 580.93

PROP. 580.89

EXIST. 580.67

PROP. 580.49

EXIST. 580.50

PROP. 580.07

EXIST. 580.21

PROP. 579.75

EXIST. 579.79

PROP. 579.28

EXIST. 579.35

PROP. 579.20

EXIST. 579.31

PROP. 578.99

EXIST. 579.24

PROP. 578.78

EXIST. 578.98

PROP. 578.57

EXIST. 578.68

PROP. 578.35

EXIST. 578.40

PROP. 577.97

EXIST. 577.94

PROP. 577.42

EXIST. 577.33

5' 565

180+00

TRA N SPO RTA TIO N

PVI179+52.91

El ev=586.61

PVI179+36.91

El ev=584.88

El ev=584.68

PVI178+76.62

El ev=581.91

PVI177+80.11

El ev=581.13

PVI177+38.83

El ev=580.85

PVI177+17.00

El ev=579.98

PVI176+75.80

El ev=579.84

PVI176+62.79

El ev=579.31

PVI176+47.32

El ev=579.20

PVI176+20.02

5% 3.

9% 2.

5% 3.

590

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

575

595

NE STA 180+00 MATCHLI

580

El ev=578.25

585

PVI175+30.49

590

NE STA 175+00 MATCHLI

595

PVI178+88.62

PROFILE AT BACK OF SIDEWALK

PLAN AND PROFI LE SHEET 16 OF 18

EXIST ROW

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

ASPH

PU BLIC W O RK S

ASPH

REVI SI ONS

80+00

79+00

78+00

77+00

76+00

09J3-044S

DESCRI PTI ON

R.E.

(U.I.P.) 8" VCP

(A.T.G.)

75+00

180+00

(A.T.G.)

8" VCP

.) P

09J2-101S

179+00

U POLE

4/ 23/ 2020

ASPH

CONSTRUCTI ON

177+00

ASPH

' .0 9

Y (T

8" VCP

EXIST ROW

(A.T.G.)

NOT FOR

(U.I.P.)

ASPH

WM WM

F. 636 537 0275

W/ DROP

(A.T.G.)

Chest er f i el d,M i ssour i63017

U POLE

(U.I.P.)

(A.T.G.)

EXIST ROW

APP.

1 7 6 + 0 0

1.0'

1 7 5 + 0 POLE U0

(TYP.)

CONC

EXIST ROW

(U.I.P.)

T.S.C.L.

(U.I.P.)

C.L.

REV.DATE

(U.I.P.) CONC

16.0'W

STONE BORDER

ASPH

(U.I.P.)

8J, 9J 8J, 9J

MATCHLI NE STA 180+00

18"

T.S.C.L.

CONC WALK

STA 79+43.79

3" PVC

EXI ST ROW

12.0'W

177+84.11 PI

C.E. T.S.C.L.

(U.I.P.)

MSD BASE MAP:

SCALE: 1" = 20'

STA 78+81.51

ASPH

12.75'W

STA 77+26.80

ASPH CURB

LIGHT

C.L.

PI 176+86.76

T.S.C.L.

STA 76+68.01 12.5'W C.E.

(U.I.P.)

STA 76+33.59 26.0'W C.E.

EXIST WHEEL STOPS (TYP)

M ATC HL I NE STA 175+00

PI 175+08.35

SCALE IN FEET

DESIGNED:

GDO 565

DRAWN:

20'

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\026_AR-1719_PNP.dgn

COUNTY PROJECT NO.

296

83 DB 5826 PG

N\F

RICHARD H. & KATHLEEN KELLETT

JOSEPH S. & JACQUELINE M. PAGANO

2025 WASHINGTON STREET

2065 WASHINGTON STREET

DB 5602 PG 491

DB 8809 PG 349

LOC# 09J331108

LOC# 09J331186

DB 17859 PG 127

DB 12679 PG 995

LOC# 09J331043

LOC# 09J330987

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO. 0

6834H-21

0000000-00

SCALE: 1" = 20'

(U.I.P.)

EXIST ROW

T.S.C.L.

(A.T.G.) WM

181+00

SIGN

180+00

U POLE (U.I.P.)

U POLE(U.I.P.)

(A.T.G.)

182+00

184+00

183+00

U POLE

ASPH

(U.I.P.)

185+00

WM(A.T.G.) EXIST ROW

U POLE W/ DROP

(U.I.P.)

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

WASHINGTON ST

(A.T.G.)

85+00

84+00

83+00

82+00

81+00

80+00

09J3-043S

SIGN

ASPH

(U.I.P.) HYD EXIST ROW

(U.I.P.)

EXIST ROW

ASPH

ASPH ASPH

CONC

N\F

LEGEND

WA 1990 LLC 1990 WASHINGTON STREET DB 22720 PG 1695

PROPOSED MILL AND OVERLAY

LOC# 09J331065

N\F

PROPOSED CONCRETE SIDEWALK

N\F

SIDEWALK REMOVAL

N\F

SCOTT W. JR. &

JULIE C. ZENSEN

BRIAN SHREHL

MOLLY A. DUVALL

HOWARD J. & SHARON J. LEVINSON

SANDRA S. MCCONAGHY

2050 WASHINGTON STREET

2060 WASHINGTON STREET

2080 WASHINGTON STREET

2090 WASHINGTON STREET

3000 WASHINGTON STREET

DB 20440 PG 3595

DB 22070 PG 2366

DB 20058 PG 2287

DB 7656 PG 1480

DB 21236 PG 1684

LOC# 09J331021

LOC# 09J330965

LOC# 09J330921

LOC# 09J331164

LOC# 09J330833

TYPE 'C' ASPHALT

DATE:

0% 3. 9% . 1

% 1 3.

3% 3.

5% 3.

600

595

DRIVE

590

6% 3.

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

PLAN AND PROFI LE SHEET 17 OF 18

8% 0.

605

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

0.1%

6% . 1

2% 4.

0% 5.

610

NE STA 185+00 MATCHLI

El ev=603.57

PVI184+75.81

El ev=602.27

PVI183+92.56

El ev=602.13

PVI183+74.56

El ev=599.66

PVI182+93.02

El ev=599.24

PVI182+71.02

El ev=595.12

PVI181+73.81

El ev=594.81

PVI181+63.81

El ev=594.21

PVI181+51.74

El ev=593.29

PVI181+24.24

El ev=590.34

PVI180+41.00

595

El ev=589.28

600

PVI180+11.50

605

615

NE STA 180+00 MATCHLI

615

Chest er f i el d,M i ssour i63017

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

T. 636 537 5585

F. 636 537 0275

4/23/2020

PROFILE AT BACK OF SIDEWALK

610

4/ 23/ 2020

50"

(U.I.P.)

P.S.E.

CONC

CONSTRUCTI ON

STA 82+80.90 22.0'W R.E.

EXIST ROW

42"

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

24" 30" (U.I.P.)

(U.I.P.)

LIGHT

(U.I.P.)

NOT FOR

CONC

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

CONC

36"

PRELI MI NARY

CONC

36"

DESCRI PTI ON

(U.I.P.)

C.L.

36"

(U.I.P.)

REVI SI ONS

T.S.C.L.

(U.I.P.)

LIGHT

(U.I.P.)

APP.

(U.I.P.)

8J, 9J 8J, 9J

T.S.C.L.

MSD BASE MAP:

REV.DATE

LIGHT

STA 81+67.89 10.0'W R.E.

(U.I.P.)

RUTH SCHNEIDER 2085 WASHINGTON STREET

MSD:

STA 81+36.89 27.5'W R.E.

STA 80+25.13 29.5'W R.E.

MATCHLI NE STA 180+00

LIGHT

KENNETH J. BOND 2075 WASHINGTON STREET

SCALE IN FEET

EASEMENT

LOC# 09J611224

N\F

FEDERAL PROJECT NO.

N\F

DB 15289 PG 251

N\F

AR-1719 AR-1719

MATCHLI NE STA 185+00

2005 WASHINGTON STREET

STA 83+82.45 18.0'W R.E.

N\F BRAD & SUSAN SCHULTZ

DRIVE DRIVE

DRIVE

180+00

181+00

182+00

183+00

184+00

PROP. 603.59

EXIST. 603.73

PROP. 603.57

EXIST. 603.65

PROP. 603.32

EXIST. 603.35

PROP. 603.01

EXIST. 603.08

PROP. 602.70

EXIST. 602.81

PROP. 602.39

EXIST. 602.47

PROP. 602.17

EXIST. 602.19

PROP. 601.69

EXIST. 601.78

PROP. 601.08

EXIST. 601.21

PROP. 600.48

EXIST. 600.64

PROP. 599.87

EXIST. 600.08

PROP. 599.41

EXIST. 599.60

PROP. 598.77

EXIST. 598.85

PROP. 597.93

EXIST. 597.96

PROP. 597.08

EXIST. 597.07

PROP. 596.23

EXIST. 596.29

PROP. 595.38

EXIST. 595.43

PROP. 594.62

EXIST. 594.66

PROP. 593.82

EXIST. 593.86

PROP. 593.14

EXIST. 593.19

PROP. 592.43

EXIST. 592.48

PROP. 591.72

EXIST. 591.76

PROP. 591.02

EXIST. 591.03

PROP. 590.31

EXIST. 590.31

PROP. 589.59

EXIST. 589.59

PROP. 588.87

585

EXIST. 588.88

185+00

DESIGNED:

GDO 585

DRAWN:

20'

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\027_AR-1719_PNP.dgn

COUNTY PROJECT NO.

AR-1719 AR-1719

N\F

KERMA D. SCHAEFER

DAVID E. MAHLIN & MARY JO EHRET-MAHLIN

2095 WASHINGTON STREET

3015 WSHINGTON STREET

DB 21474 PG 2391

DB 9174 PG 1387

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

6834H-21

LOC# 09J330943

LOC# 09J330844

COMMITMENT# 18-225908-KEE

COMMITMENT# 18-225909-KEE

60 MSD:

0000000-00 SCALE IN FEET

T.S.C.L. T.S.C.L. 40"

CONC

T.S.C.L. 18"

36"

P.S.E.

CONC

(T.B.R.)(T.B.R.)

U POLE

185+00 EXIST ROW

OFF 29.00' LT

(U.I.P.)

187+00

186+00

EXIST ROW

LIGHT

WM (U.I.P.)

(U.I.P.)

DESCRI PTI ON

(U.I.P.)

C.L.

STA 87+94.36

REVI SI ONS

50"

STA 86+01.54 21.0'W R.E.

STA 85+16.50 16.5'W R.E.

REV.DATE

09J3-042S

(A.T.G.)

WASHINGTON ST 88+00

88+20

SIGN

EXIST ROW

(U.I.P.)

STA 86+50.00

N\F

LOT 1

MARY GUCCIONE 1 FATIMA COURT

SIDEWALK REMOVAL

DB 12482 PG 1587

N\F

FRED K. WEIERSMUELLER

SUSAN JEAN GROH

9 FATIMA COURT DB 18715 PG 2277

LOT 9

LOC# 09J330680

LOC# 09J330789

LOT 10

PRELI MI NARY

PROPOSED MILL AND OVERLAY

SHEET NOTES: 1) MILLING AND OVERLY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING SIDE STREETS.

F A TI MA

LEGEND

PROPOSED CONCRETE SIDEWALK

END PROJECT

4000 WASHINGTON STREET DB 13323 PG 1854

DATE:

LOC# 09J330646

TYPE 'C' ASPHALT

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

PU BLIC W O RK S

1 . 2% 1 . 8%

1 . 8% 3. 6%

600

DRIVE

595

590

185+00

186+00

DESIGNED:

GDO

PROP. 600.90

EXIST. 600.86

PROP. 601.61

EXIST. 601.49

PROP. 602.10

EXIST. 602.08

PROP. 602.45

EXIST. 602.38

PROP. 602.81

EXIST. 602.78

PROP. 603.16

EXIST. 603.13

PROP. 603.47

EXIST. 603.48

PROP. 603.59

5' 585

TRA N SPO RTA TIO N

El ev=600.54

PVI186+50.00

El ev=601.86

PVI186+13.15

El ev=602.24

PVI185+92.15

El ev=603.40

PVI185+25.87

El ev=603.60

605

PLAN AND PROFI LE SHEET 18 OF 18

595

610

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

600

NE STA 185+00 MATCHLI

605

615 PVI185+09.37

615

Chest er f i el d,M i ssour i63017

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

T. 636 537 5585

F. 636 537 0275

4/23/2020

PROFILE AT BACK OF SIDEWALK

610

4/ 23/ 2020

HYD EXIST ROW

EXIST ROW

CONSTRUCTI ON

87+00

86+00

85+00

NOT FOR

8" VCP

MATCHLI NE STA 185+00

WASHINGTON ST

8J, 9J 8J, 9J

APP.

SW STA 187+95.42=

MSD BASE MAP:

187+95.47 PI

SCALE: 1" = 20'

585

DRAWN:

20'

GDO CHECKED:

STS SHEET SEQUENCE:

187+00

188+00

N:\E19030 STL Co Washington St\drawings\Output\028_AR-1719_PNP.dgn

536

535 -1 1 . 4 %

1 . 5% -8 . 5%

DRIVE STA 4+42.45 535

L=5.00' 539 552

538 551

B L

537 550

536 5' 549

-8 . 9%

15 .9 %

543

542

541

540

DRIVE STA 4+96.16 553

L=10.00' 552

1 . 5%

548

L=5.00' 551

-7 . 9%

B L 550

6% 3. 549

L=5.00' 548

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

553

SHEET 1 OF 11

553

4/ 23/ 2020

0% . 1

PU BLIC W O RK S

554

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

544

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

DRIVE STA 13+79.41

DESCRI PTI ON

REVI SI ONS

B L APP.

551

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

DRIVE STA 13+28.37

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

5% . 1

DRI VEW AY PROFI LES

538

TRA N SPO RTA TIO N

B L

EDSI

REV.DATE

551

El ev=553.61

PVI0+24.74

0.1%

ENGINEERING DESIGN SOURCE,INC.

5% . 1 El ev=553.43

PVI0+20.63

El ev=553.35

El ev=551.92

PVI0+26.49

El ev=551.69

PVI0+20.63

El ev=551.61

PVI0+15.63

El ev=551.41

PVI0+12.45

548

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

7% 6.

El ev=548.84

3. 1 %

El ev=549.11

DRIVE STA 05+48.42 5% 4.

PVI-0+14.27

554

El ev=549.19

542

PVI0+15.63

0% 4.

PVT -0+19.27

ROLLED CURB

El ev=549.26

B L

PVI-0+24.27

543

2% 6.

El ev=550.06

542 552

PVI-0+10.80

539 0% 4.

-0+29.27

1 . 5% 4. 0%

PVC

19 .0 %

El ev=553.14

545

PVI0+12.45

3. 8%

El ev=551.01

L=10.00' El ev=542.68

546

PVT -0+35.24

7% 2.

PVI-0+11.74

B L

El ev=551.41

L=10.00'

El ev=542.76

PVI-0+13.74

547

PVI-0+37.74

-7 . 3%

El ev=542.82

546

-0+40.24

543 PVI-0+17.74

El ev=543.32

PVI-0+20.34

17 .3 %

El ev=538.88

PVI-0+10.63

545

El ev=535.49

PVI-0+10.87

1 . 5% El ev=539.15

PVI-0+14.27

El ev=539.22

PVT -0+19.27

El ev=539.30

544

El ev=535.78

PVI-0+14.27

El ev=535.86

PVT -0+19.27

El ev=535.89

PVI-0+21.77

El ev=536.18

16 .1 %

PVI-0+24.27

547

El ev=551.63

538 -0+24.27

548

PVC

-9 . 0%

PVC

543

El ev=536.46

PVT -0+26.77

-0+29.27

El ev=540.10

PVC

541

El ev=536.75

El ev=540.85

PVT -0+33.90

El ev=541.65

PVI-0+38.90

El ev=541.90

5. 1 %

PVI-0+29.27

537

El ev=536.97

538

-0+31.77

539

PVC

540 -0+43.90

542

PVC

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

552

DATE:

4/23/2020 4/23/2020 4/23/2020

539

553

DESIGNED:

GDO

DRAWN:

3% 2.

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

DRIVE STA 6+30.17 N:\E19030 STL Co Washington St\drawings\Output\029_AR-1719_DP.dgn

4. 4% % 1 6.

8% 0. 8% 0.

549 B L

551

1 . 7%

9% 5. 550 546

549 5'

% 1 7.

El ev=549.16

PVI0+23.37

545

550

4. 2%

548

L=5.00'

DRIVE STA 20+11.50

547

5% . 1

-9 . 5%

DRIVE STA 14+27.63 547

546

545

L=10.00'

DRIVE STA 17+37.90 24

PU BLIC W O RK S M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

DRIVE STA 20+85.90 CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

L=5.00'

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

549

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

4/ 23/ 2020

550

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

3. 0%

EDSI

551 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

DRIVE STA 22+88.22

ENGINEERING DESIGN SOURCE,INC.

El ev=550.13

0+20.63

DESCRI PTI ON

REVI SI ONS

El ev=551.76

PVT 0+30.63

El ev=551.89

PVI0+25.63

El ev=551.63

PVC

APP.

L=10.00'

TRA N SPO RTA TIO N

5% . 1 El ev=549.06

PVT 0+25.87

El ev=550.21

PVI0+23.37

El ev=550.17

5% . 1

551

SHEET 2 OF 11

DRIVE STA 16+35.50 PVT 0+25.87

L=5.00'

2. 5%

DRI VEW AY PROFI LES

2% 8.

El ev=549.12

0+20.87

El ev=550.10

552

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

548

PVC

549

2% 5.

El ev=545.81

546 3. 0%

0+20.87

DRIVE STA 16+74.13

PVI0+36.50

549

9% . 1

El ev=546.34

547

El ev=549.05

548

PVT 0+30.88

550

PVI0+15.87

El ev=547.08

PVI0+15.87

551

El ev=546.81

5% . 1 548

PVC

B L

El ev=550.03

547

El ev=546.66

5. 7%

550

PVI0+15.87

545

PVI0+15.88

2. 0%

El ev=548.77

L=5.00' 551

PVI0+12.39

B L

El ev=546.41

546

PVI0+12.46

El ev=547.08

PVT 0+25.87

El ev=547.20

PVI0+23.37

4. 8%

PVI0+12.37

El ev=547.27

PVT 0+26.26

0+20.87

El ev=547.16

PVC

5% . 1 2% 6.

PVI0+25.88

El ev=550.03

El ev=547.41

PVI0+23.76

El ev=547.37

545

PVI0+24.89

547 0+21.26

546

El ev=550.00

546 PVC

5% 3.

PVI0+21.77

El ev=547.29

2. 7% 5% . 1

El ev=546.74

551 El ev=546.93

El ev=551.55

PVI0+15.63

El ev=551.34

PVI0+12.23

B L

0+20.88

B L

El ev=549.96

2. 4% PVI0+15.87

4% 4.

PVC

550

2. 1 %

PVI0+16.52

548 El ev=547.17

548 PVI0+12.36

B L

El ev=549.76

B L PVI0+12.41

547

PVI0+13.19

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

552

DATE:

4/23/2020 4/23/2020 4/23/2020

549

-6 . 8% DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

N:\E19030 STL Co Washington St\drawings\Output\030_AR-1719_DP.dgn

2. 0%

551 2% 6.

5% . 1 El ev=552.23

DRIVE STA 23+89.72

553

L=5.00'

DRIVE STA 23+39.49 559

552 558

3. 3%

551 5' 557

5% . 1

3% 8. 5% 7.

El ev=558.33

559

DRIVE STA 27+88.69

L=5.00'

DRIVE STA 24+37.53

561 B L

1 . 5%

559 6. 5%

8% 3.

558

L=5.00'

DRIVE STA 27+30.47

559

DRIVE STA 27+59.06

559

0% . 1

4% 2. 558

557

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

559

PU BLIC W O RK S

ROLLED CURB

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

4/ 23/ 2020

560

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

3% 0. 1

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

% 6 . 4 1

TRA N SPO RTA TIO N

561

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

% 1 9.

EDSI

562

DESCRI PTI ON

REVI SI ONS

556

APP.

5% . 1

ENGINEERING DESIGN SOURCE,INC.

L=5.00' REV.DATE

563

% 1 3.

SHEET 3 OF 11

5. 9% El ev=558.57

El ev=556.56

PVT 0+27.15

El ev=556.48

PVI0+24.65

El ev=556.18

PVI0+20.62

558

DRI VEW AY PROFI LES

560 PVI-0+11.66

El ev=559.40

PVI-0+24.61

El ev=560.35

PVI0+20.59

El ev=560.18

PVI0+18.97

El ev=560.12

0+22.15 El ev=556.30

PVC

563

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

3. 0%

PVT 0+27.89

561 El ev=559.48

2. 3%

El ev=558.27

1.5%

5% . 1

PVI0+25.39

B L

6% 2.

El ev=558.09

552

El ev=560.07 PVI0+14.97

562

0+22.89

553

3. 4%

PVC

8% 3.

552

PVI0+12.97

DRIVE STA 26+72.60

El ev=557.92

0% 3. 560

PVI-0+29.61

553

PVI0+20.62

553 561

El ev=557.84

554

PVI0+15.62

El ev=552.73

PVT 0+28.30

El ev=552.79

PVI0+25.80

B L

El ev=557.56

0+23.30

El ev=552.71

PVC

El ev=552.63

555

PVI0+12.29

El ev=552.42

5% . 1

PVT 0+28.24

PVT 0+27.17

El ev=552.49

PVI0+24.67

El ev=552.43

PVI0+20.63

El ev=556.11

PVI0+15.62

El ev=555.86

PVI0+12.31

7.3%

El ev=552.20

552

PVI0+25.74

8% 7. 0+22.17

552

El ev=552.46

PVC

PVI0+20.63

5% . 1

El ev=552.11

552 El ev=552.56

555

El ev=552.01

2. 2%

PVI0+15.63

4% 7.

0+23.24

553 3% 4.

PVI0+20.63

553 El ev=552.36

2. 5%

El ev=551.94

B L

PVI0+15.63

2. 6%

El ev=552.41

556

PVI0+15.63

554 PVI0+12.31

557

El ev=552.09

B L

El ev=551.73

B L PVI0+12.23

558

PVC

B L PVI0+12.23

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

557

DATE:

4/23/2020 4/23/2020 4/23/2020

560

L=5.00' 558

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

N:\E19030 STL Co Washington St\drawings\Output\031_AR-1719_DP.dgn

563

562

561 El ev=561.79

L=10.00'

560

DRIVE STA 28+10.20 1 . 5%

% 1 4. 564 570

563 569

B L

-7 . 9%

560 B L

562 568

561 5' 567 1 . 8%

% .5 17

5% 9.

566

El ev=573.94

PVT 0+34.59

El ev=573.79

L=5.00'

565

DRIVE STA 30+66.54

L=5.00' 575

9% 5.

574

% 7 . 1 1

572

L=10.00' L=5.00'

DRIVE STA 30+07.68 0% 7.

571

L=10.00' 570

569

L=10.00' 568

5% . 1 567

566

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

573

PU BLIC W O RK S

4/ 23/ 2020

574

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

5% . 1

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

9% 2.

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

575

TRA N SPO RTA TIO N

DRIVE STA 31+28.15

El ev=575.00

PVT 0+26.46

El ev=575.10

PVI0+23.96

DESCRI PTI ON

REVI SI ONS APP.

573

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

573

EDSI

L=10.00' REV.DATE

L=5.00'

0+21.46 El ev=575.07

574

ENGINEERING DESIGN SOURCE,INC.

El ev=574.60

PVT 0+26.16

El ev=574.52

PVI0+23.66

El ev=574.30

PVC

4. 3%

SHEET 4 OF 11

572 PVI0+32.09

El ev=573.03

PVT 0+25.62

El ev=572.74

El ev=574.34

PVI0+20.62

El ev=575.06

PVI0+20.73

El ev=574.98

PVI0+15.62

El ev=574.87

PVI0+13.42

576

DRI VEW AY PROFI LES

565

5% . 1

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

5% . 1

El ev=571.19

566 4% 9.

PVT 0+50.92

573

El ev=570.84

2. 6% PVI0+23.12

575

PVI0+45.92

DRIVE STA 28+45.71 El ev=572.70

0% 0. 1

El ev=573.50

L=5.00'

0+21.16 7.5%

El ev=569.96

6. 2% 574

0+40.92

566 574

El ev=574.22

B L

PVC

562

4% 7.

0+29.59

563

PVC

B L

5% . 1

El ev=568.16

564

PVC

573

0+20.62

566

2. 6% PVI0+15.62

9% 2.

PVC

574

% 1 5.

PVT 0+30.62

575 El ev=573.97

566

El ev=572.63

567

1 . 2%

El ev=567.29

562 576

PVI0+15.62

B L

PVI0+25.62

DRIVE STA 28+97.95 PVI0+12.26

B L

El ev=572.31

L=10.00'

PVI0+12.27

566

El ev=567.21

567

0+20.62

568

PVC

-9 . 1 % 575

El ev=567.14

569

PVI0+15.62

El ev=566.35

PVI-0+11.68

L=10.00'

El ev=566.82

El ev=564.18

PVT 0+30.62

El ev=567.50

PVI-0+24.28

El ev=567.57

PVT -0+29.28

El ev=567.65

PVI-0+34.28

El ev 568.48

-0+39.28

570

PVI0+12.23

El ev=565.21

PVT 0+37.98

El ev=564.95

PVI0+35.48

El ev=564.55

0+32.98

% .0 6 1

El ev=560.78

5% . 1 PVC

5% 9.

PVI-0+24.49

El ev=561.87

El ev=563.38

PVI0+25.62

566

PVT -0+29.49

El ev=561.94

0+20.62

567

PVI-0+34.49

17 .5 % El ev=563.30

PVC

El ev=563.23

1 . 5%

PVI-0+11.65

564 El ev=562.82

-0+39.49

2. 5%

PVC

565

PVI0+15.62

16 .7 %

El ev=563.76

564 El ev=562.91

569 PVRC

6. 1 %

PVT -0+44.91

B L PVI0+12.29

El ev=569.32

PVI-0+44.28

570

El ev=564.64

563

PVI-0+49.91

El ev=564.95

-0+54.91

565 El ev=569.62

-0+49.28

568

PVC

567 PVC

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

575

DATE:

4/23/2020 4/23/2020 4/23/2020

573

571

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

DRIVE STA 29+02.88 N:\E19030 STL Co Washington St\drawings\Output\032_AR-1719_DP.dgn

573

4. 0% 574

573

DRIVE STA 31+65.62 547

550

-9 . 5%

B L

549

L=5.00' 5' 548

5% . 1

3. 0%

0% 7.

L=5.00'

553

L=5.00' 5% 7.

548

546

L=5.00'

DRIVE STA 38+34.03

576

L=5.00' 550

% 1 5.

549

% 5 . 2 1

L=10.00'

548

547

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

554

SHEET 5 OF 11

DRIVE STA 41+40.46

4/ 23/ 2020

546

PU BLIC W O RK S

2. 6%

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

547

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

546

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

554

DESCRI PTI ON

544

APP.

REVI SI ONS

DRIVE STA 42+59.38

TRA N SPO RTA TIO N

L=5.00'

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

L=5.00'

EDSI

REV.DATE

El ev=546.32

PVT 0+35.14

El ev=546.16

PVI0+32.64

El ev=545.85

0+30.14

% 3 . 2 1

PVC

3% 6.

ENGINEERING DESIGN SOURCE,INC.

El ev=546.49

PVT 0+30.00

El ev=545.35

PVT 0+26.03

El ev=545.04

PVI0+23.53

L=5.00'

DRI VEW AY PROFI LES

El ev=548.17

PVT 0+33.37

El ev=547.98

PVI0+30.87

El ev=546.55

PVI0+27.50

El ev=546.47

0+21.03 El ev=545.00

PVC

El ev=544.92

547

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

DRIVE STA 41+10.77

El ev=549.48

546

PVT 0+43.50

L=5.00'

El ev=549.22

5% . 1

PVI0+38.50

547

El ev=548.60

575

4% 3.

0+33.50

550

5% . 1

El ev=548.29

1 . 8%

El ev=546.30

5. 0%

PVT 0+31.00

551

% .7 16

El ev=547.97

548

El ev=547.56

B L

0+28.37

552

PVC

6% 8.

PVI0+28.50

546

El ev=547.94

551

El ev=547.00

5% . 1 0+25.00

2. 6%

0+26.00

550 PVC

547

PVT 0+25.00

552

El ev=546.58

B L

PVI0+22.50

553 PVI0+20.00

L=10.00'

PVC

575 544

El ev=547.86

550

547

El ev=546.54

6% 8.

549

PVI0+21.00

% 1 5.

545

0+20.00

DRIVE STA 39+01.10

550

PVI0+15.56

14.8%

El ev=546.22

550 546

PVC

L=5.00'

551

PVI0+14.62

El ev=551.01

PVT 0+36.64

0% 5.

El ev=546.46

L=10.00'

El ev=552.75

PVT 0+39.50

El ev=552.50

PVI0+34.50

El ev=550.77

PVI0+31.64

El ev=549.78

B L

El ev=547.45

El ev=552.69

El ev=551.62

0+29.50

0+26.64 El ev=550.03

PVC

PVT 0+25.00

El ev=549.41

PVI0+22.50

El ev=549.38

0+20.00

552

PVI0+14.55

554 PVI0+34.26

DRIVE STA 38+48.82

El ev=552.63

PVT 0+33.48

550

El ev=574.41

% .5 17 El ev=552.41

5% . 1

PVI0+30.98

2. 8% PVC

% .5 17

El ev=551.97

551

0+28.48

El ev=550.84

PVT 0+25.00

El ev=550.40

PVI0+22.50

El ev=550.36

PVC

L=5.00'

PVI0+15.20

5% . 1 PVI0+34.58

5% . 1 PVC

El ev=551.36

PVT 0+25.00

El ev=550.92

PVI0+22.50

El ev=550.89

0+20.00

549

El ev=575.17

1 . 8%

PVC

5% . 1

PVT 0+26.60

576

El ev=575.40

553 0+20.00

553

PVI0+24.10

B L

El ev=549.29

552

PVC

574 2. 1 %

0+21.60

B L

PVC

B L El ev=550.28

1 . 2%

El ev=575.37

PVC

551 PVI0+14.38

551

El ev=550.80

552 PVI0+14.41

B L

El ev=575.27

552 PVI0+14.42

554

PVI0+15.10

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

545

DATE:

4/23/2020 4/23/2020 4/23/2020

547

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

DRIVE STA 40+01.90 N:\E19030 STL Co Washington St\drawings\Output\033_AR-1719_DP.dgn

5. 2%

% 1 . 1 0% 6.

DRIVE STA 43+17.83 L=5.00'

DRIVE STA 44+09.17 B L

545

546

0.0% 544

545 543

544 2. 6%

5% . 1

DRIVE STA 45+87.14

9% 0.

544

0. 5%

L=5.00'

DRIVE STA 46+23.54

1 . 4%

545

544

1 . 0%

543

L=5.00'

SHEET 6 OF 11

DRIVE STA 46+93.07 CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

542

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

4. 7% 1 . 6%

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

4/ 23/ 2020

543

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

543

EDSI

DRIVE STA 48+22.04 REV.DATE

L=5.00'

El ev=542.53

PVI0+35.35

DESCRI PTI ON

REVI SI ONS APP.

540

ENGINEERING DESIGN SOURCE,INC.

El ev=542.57

El ev=541.40

PVT 0+32.87

El ev=541.51

541

PU BLIC W O RK S

1 . 9%

TRA N SPO RTA TIO N

El ev=543.29

PVT 0+34.51

El ev=542.69

PVI0+32.01

PVI0+30.37

El ev=541.47

0+27.87

4. 5% 1 2% .

DRI VEW AY PROFI LES

544

El ev=542.65

0+29.51

PVC

542

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

543 PVT 0+34.35

3% . 1

El ev=543.76

PVI0+36.30

3% 5.

3% . 1

El ev=543.79

545

5% . 1

PVT 0+34.43

9% 0.

El ev=543.33

3. 1 %

El ev=543.82

543 542

PVI0+31.85

544

7% 0.

PVI0+31.93

B L

El ev=542.59

540

El ev=543.30

DRIVE STA 44+66.44 PVC

543

0+29.35

0. 5% PVI0+24.43

L=5.00'

El ev=543.80

2% % 2. 1 3.

PVC

543 541

0+29.43

544

El ev=543.23

0% . 1

7% 0.

El ev=543.76

B L

PVI0+24.29

545

PVI0+24.36

2% 2.

El ev=542.56

DRIVE STA 45+13.41

El ev=541.28

PVI0+35.41

El ev=541.40

PVI0+22.87

El ev=541.35

PVI0+15.66

B L

El ev=543.20

543

PVI0+20.53

El ev=544.11

PVI0+35.00

El ev=544.14

PVI0+24.29

El ev=544.12

PVI0+20.18

545

El ev=543.70

544 544

PVI0+20.57

El ev=544.14

PVT 0+34.36

El ev=544.26

PVI0+31.86

2. 5%

PVI0+20.53

El ev=543.74

El ev=544.05

PVI0+30.25

El ev=544.22

0+29.36

4. 5%0. 6%

PVC

545

El ev=544.91

PVT 0+35.67

5% . 1 PVI0+33.00

4% . 1 El ev=544.04

543 PVC

5% . 1

El ev=544.91

-6 . 7% PVI0+29.71

El ev=543.97

544

El ev=543.68

3% 2.

PVI0+30.97

4. 3%

El ev=543.60

PVI0+25.93

PVI0+24.64

El ev=543.87

5% 0.

PVI0+33.17

545

El ev=544.37

544

El ev=543.37

545

PVI0+24.33

B L PVI0+21.60

B L PVI0+20.25

545

El ev=544.76

B L El ev=544.31

B L

0+30.67

544

PVC

546 PVI0+18.32

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

542

L=5.00' DATE:

4/23/2020 4/23/2020 4/23/2020

543

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

N:\E19030 STL Co Washington St\drawings\Output\034_AR-1719_DP.dgn

541

540 5% 0.

5% . 1 5% . 1

539 539 B L

537

541 536 2. 0%

6% 2.

540 5' 535

5% . 1

L=10.00'

DRIVE STA 51+75.34

L=10.00' 534

DRIVE STA 53+19.81 538

L=5.00'

DRIVE STA 50+32.34 3% 4.

534

538

2% 4.

537

536

L=5.00'

534

DRIVE STA 52+51.54

L=5.00' 538

537

12.5%

536

535

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

538

535

SHEET 7 OF 11

536

4/ 23/ 2020

8% . 1

PU BLIC W O RK S

L=5.00'

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

DRIVE STA 51+02.91

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

537

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

537

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

L=5.00'

ENGINEERING DESIGN SOURCE,INC.

DRIVE STA 54+30.66 BY

DESCRI PTI ON

REVI SI ONS APP.

536

REV.DATE

L=5.00'

533

EDSI

L=5.00'

El ev=536.23

PVT 0+42.75

El ev=536.14

PVI0+37.75

El ev=533.95

PVT 0+26.35

El ev=533.89

PVI0+23.85

534

TRA N SPO RTA TIO N

El ev=536.81

PVT 0+39.23

El ev=536.70

PVI0+36.73

El ev=535.52

0+32.75

0+21.35 El ev=533.73

PVC

El ev=533.61

PVI0+19.47

El ev=533.52

PVI0+13.29

535

DRI VEW AY PROFI LES

5% . 1 El ev=536.37

0+34.23

PVC

El ev=534.49

PVT 0+24.50

El ev=534.17

PVI0+22.00

El ev=534.14

2% 2.

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

535 PVC

% 3 . 3 1

El ev=537.01

539

5% . 1

PVT 0+36.69

1 . 5%

% 5 . 2 1

El ev=536.80

2% 2.

PVI0+31.69

540

0+19.50

534

El ev=536.17

536

0+26.69

541 El ev=535.08

537

El ev=535.90

B L PVC

B L

PVT 0+24.50

537

4% 6.

PVT 0+24.50

534

El ev=534.74

1 . 8%

PVI0+22.00

538

El ev=534.05

533

El ev=535.59

9% 3.

El ev=534.71

535

0+19.50

539

PVC

536 PVI0+13.45

El ev=537.20

PVT 0+29.18

% 1 2.

PVI0+22.00

541 540

El ev=534.62

540

PVI0+13.90

El ev=538.71

PVT 0+30.62

El ev=538.61

El ev=537.15

537

5% . 1

El ev=535.55

El ev=539.64

PVT 0+29.31

PVI0+28.12

PVI0+26.68

537

0+19.50

DRIVE STA 49+62.31 El ev=538.36

0.2%

PVC

5% . 1

El ev=536.97

535

El ev=535.47

% 7 . 1 1

0+24.18

El ev=536.64

PVI0+19.50

El ev=536.55

538

PVI0+13.90

539 0+25.62

5% . 1

El ev=540.11

2. 8%

El ev=539.59

538 2% 0. 1

PVI0+26.81

537 PVC

PVC

536

El ev=539.30

El ev=537.74

5% . 1

0+24.31

El ev=538.73

PVI0+19.50

% 1 7.

PVI0+28.88

538 PVC

0. 7%

El ev=539.97

540 PVI0+19.50

1 . 7%

PVI0+19.60

539 El ev=537.65

PVI0+13.91

538

El ev=538.65

B L PVI0+13.88

B L

El ev=539.89

B L PVI0+13.88

B L

PVC

B L

PVI0+13.87

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

DATE:

4/23/2020 4/23/2020 4/23/2020

535

538

L=5.00'

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

DRIVE STA 48+92.86 N:\E19030 STL Co Washington St\drawings\Output\035_AR-1719_DP.dgn

2. 3%

4% . 1 % 4 . 2 1

L=5.00' 534

533

532 2. 7%

5% . 1

3% 5.

538

B L

537

1' 536

1 . 8%

5% . 1 % 2 . 4 1

DRIVE STA 55+76.62 535

540

% 1 3. 539

DRIVE STA 58+42.29 DRIVE STA 62+10.35 538

539

4% 6.

537

L=5.00'

536

L=5.00'

DRIVE STA 60+83.35

535

L=10.00' 2% 3.

538

537

536

L=10.00' 535

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

B L

4/ 23/ 2020

539

PU BLIC W O RK S

DRIVE STA 62+67.17

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

5% . 1

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

540

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

540

TRA N SPO RTA TIO N

541

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

B L

EDSI

DESCRI PTI ON

REVI SI ONS APP.

DRIVE STA 63+33.66 REV.DATE

L=5.00'

El ev=539.65

PVI-0+15.86

540

ENGINEERING DESIGN SOURCE,INC.

El ev=538.71

PVI-0+15.89

El ev=539.72

PVI-0+24.00

El ev=539.79

El ev=541.15

PVT -0+31.81

El ev=541.29

PVI-0+34.31

El ev=541.28

7% 3.

SHEET 8 OF 11

L=5.00' % 7 . 1 1

El ev=540.49

PVI-0+15.83

El ev=540.91

PVI-0+24.00

El ev=540.99

PVI-0+29.00

542

DRI VEW AY PROFI LES

537

1 . 5%

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

3. 7%

El ev=537.73

533

5. 2%

PVT 0+43.91

538

0. 8%

El ev=537.57

534

PVI0+38.91

539 B L

El ev=538.56

535

PVT 0+36.07

538

1 . 5%

El ev=538.40

L=5.00' 536

-0+36.81

4% 0.

El ev=536.86

L=10.00'

PVI0+33.57

2. 0%

0+33.91

539

El ev=538.11

533

0+31.07

540

PVC

534

El ev=536.30

2. 9%

1 . 5%

PVT 0+29.99

539

El ev=539.01

3. 8%

PVI-0+24.00

541

El ev=535.59

535

5. 6%

PVI0+24.99

DRIVE STA 59+12.53 PVI-0+29.00

534

El ev=539.09

536

PVI-0+29.00

L=5.00'

PVC

540

El ev=536.82

El ev=536.85

PVT 0+38.31

El ev=536.75

PVI0+35.81

542

El ev=535.52

0+33.31 El ev=536.38

535

PVI0+20.00

536 541

El ev=536.76

3% 3.

536

PVI0+14.30

536 El ev=534.64

PVT 0+39.53

534 537

0+19.99

El ev=535.01

PVT 0+37.35

El ev=534.79

5% . 1

El ev=534.93

PVI0+34.53

El ev=535.13

PVT 0+25.01

El ev=534.76

PVI0+22.51

0% 4.

El ev=535.43

533 PVI0+34.85

PVC

535

El ev=534.60

0+20.01 El ev=534.72

PVC

L=5.00'

PVI0+14.53

% 2 . 3 1 0+32.35

El ev=533.78

PVI0+20.03

% 0 . 5 1

El ev=534.14

5% . 1 PVC

0+29.53

El ev=534.44

PVC

533

PVT 0+32.85

El ev=533.63

PVT 0+25.05

5% . 1

El ev=534.01

El ev=533.30

0% 7.

PVI0+30.35

535

PVT 0+24.66

El ev=533.30

PVI0+22.55

El ev=533.26

0+20.05

El ev=534.64

538

PVC

532 PVI0+14.48

538

PVC

534 PVC

534

0+27.85

B L El ev=532.99

2. 2%

PVI0+22.16

534

El ev=532.96

1 . 5%

0+19.66

0. 9%

PVC

535 El ev=533.69

536

El ev=533.19

B L PVI0+14.43

537

El ev=533.70

PVC

533 B L PVI0+14.74

B L

El ev=532.87

535

PVI0+13.49

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

B L

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

541

DATE:

4/23/2020 4/23/2020 4/23/2020

538

536

DRIVE STA 57+42.73

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

DRIVE STA 59+83.13 N:\E19030 STL Co Washington St\drawings\Output\036_AR-1719_DP.dgn

543

542

544

4. 0% 1 . 5% 2. 2%

DRIVE STA 64+65.95 8% 6. 555

553

544 574

543 573

542

% 5 . 3 1

576

3% 5.

553

DRIVE STA 67+86.30

1 . 5%

572

571 1 . 5%

1 . 5% 1 . 3%

2% 5.

1 . 0%

576

DRIVE STA 74+71.67

B L 577

7% 2.

575

575 576

B L

DRIVE STA 74+14.17

554

575

8% 3.

B L

574

573

5' 572

L=5.00'

571

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

576

577

4/ 23/ 2020

4% 3.

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

2. 0%

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

1 . 5%

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

578

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

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

DESCRI PTI ON

REVI SI ONS

El ev=579.24

PVT -0+30.23

El ev=579.32

APP.

L=10.00'

ENGINEERING DESIGN SOURCE,INC.

El ev=576.67

DRIVE STA 76+33.59 REV.DATE

El ev=576.95

PVI-0+31.58

L=5.00'

SHEET 9 OF 11

1 . 1 % 578

PU BLIC W O RK S

556

PVI-0+35.23

5% 9.

DRI VEW AY PROFI LES

L=5.00' 577

TRA N SPO RTA TIO N

558 PVI-0+18.10

B L

El ev=575.95

DRIVE STA 70+44.42

3% 7.

EDSI

557

1 . 8%

4. 7% 5% 7.

El ev=579.16

PVI-0+16.13

El ev=578.90

PVI-0+19.66

El ev=579.17

PVI-0+25.23

El ev=578.79

PVI-0+40.78

B L 580

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

-9 . 3% 579

El ev=574.40

577

PVI-0+19.35

564

El ev=578.84

1 . 5%

PVI-0+19.35

565

El ev=574.54

558

PVI-0+28.48

578

El ev=576.14

DRIVE STA 72+65.43

El ev=574.61

570

PVI-0+33.87

571

PVT -0+33.48

570 578

El ev=577.02

572

PVI-0+36.60

0% 5.

El ev=576.22

571 580

El ev=574.69

564 573

-0+40.23

3% 4.

PVI-0+38.87

PVC

El ev=572.86

PVI-0+19.91

El ev=572.99

PVI-0+28.48

El ev=573.06

PVI-0+33.48

B L

PVI-0+38.48

-6 . 7%

El ev=553.15

El ev=573.08

1 . 5%

El ev=574.01

1 . 5%

574

-0+43.48

L=10.00' PVI-0+17.53

El ev=553.58

PVI-0+24.00

El ev=564.21

PVI-0+17.38

El ev=564.27

PVT -0+34.64

El ev=573.12

PVI-0+37.14

1 . 5% 1 . 5%

El ev=542.91

El ev=553.65

PVT -0+29.00

El ev=553.69

PVI-0+31.50

1 . 5%

PVI-0+15.76

17 .5 % El ev=554.13

556

El ev=543.10

PVI-0+24.00

565

-0+34.00

-0+39.64 El ev=572.89

PVC

573

PVC

1 . 0%

PVI-0+24.00

El ev=564.35

PVI-0+29.00

3% 9.

El ev=543.17

PVI-0+29.00

El ev=555.70

El ev=564.41

PVI-0+35.17

574

PVC

0% 2.

El ev=543.30

PVT -0+42.96

El ev=556.57

PVI-0+47.96 3. 6%

PVT -0+32.15

El ev=543.40

PVI-0+34.65

El ev=543.35

554

-0+37.15

572

PVC

555 -0+52.96

557

El ev=557.03

PVC

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

5% 2.

8J, 24L 9J 8J, 9J

579

DATE:

4/23/2020 4/23/2020 4/23/2020

575

B L

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

L=10.00' STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

DRIVE STA 73+40.89 N:\E19030 STL Co Washington St\drawings\Output\037_AR-1719_DP.dgn

581

4. 6%

-8 . 2%

579

DRIVE STA 76+68.01

580 8% 3.

579

580

B L

581 595

580 5'

2. 8%

8% 3.

595

2. 8%

4. 0%

-8 . 0%

594

593 -6 . 9%

600

6. 1 %

9% 5. 599

L=5.00' 598

B L

597 B L

-7 . 2%

596

1 . 5%

4% 4.

L=5.00' 594 594

DRIVE STA 77+26.80 DRIVE STA 81+67.89

B L

595

594

1 . 5% 3% 4.

3% 4.

593

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

B L

4/ 23/ 2020

601

PU BLIC W O RK S

587

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

5. 6%

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

588

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

1 . 5%

DESCRI PTI ON

REVI SI ONS

603

APP.

602

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

0. 8%

TRA N SPO RTA TIO N

DRIVE STA 82+80.90 EDSI

B L

ENGINEERING DESIGN SOURCE,INC.

DRIVE STA 83+82.45 REV.DATE

5% 4.

El ev=602.06

PVI-0+15.50

El ev=602.12

PVI-0+24.00

El ev=602.20

591

SHEET 10 OF 11

596

El ev=598.89

El ev=589.34

PVI-0+16.33

El ev=589.30

PVI-0+17.27

El ev=589.74

PVI-0+24.00

El ev=589.81

PVI-0+29.00

El ev=589.82

PVI-0+29.69

B L

DRI VEW AY PROFI LES

581

El ev=599.38

3. 5%

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

0% 3.

El ev=594.45

582

El ev=593.20

DRIVE STA 78+81.51

PVI-0+16.33

-8 . 6%

PVI-0+15.95

600

PVI-0+16.33

598

El ev=594.41

584

PVI-0+24.00

602

El ev=593.16

3% 7.

El ev=599.45

1 . 5%

PVI-0+17.27

% 1 2.

El ev=594.89

599

El ev=593.63

585

PVI-0+24.00

5. 0%

PVI-0+24.09

0% 3.

601

El ev=594.97

584 603 PVI-0+29.00

3% 4.

El ev=593.70

8% 6. PVI-0+29.00

3% 4.

PVI-0+29.00

590

PVI-0+29.09

B L

El ev=595.00

1 . 8%

PVI-0+29.88

B L

El ev=593.75

586

El ev=599.97

DRIVE STA 80+25.13

PVT -0+35.02

DRIVE STA 79+43.79

El ev=600.18

2% 2.

PVI-0+37.52

589

El ev=600.31

589

-0+40.02

8% 6.

PVC

2. 3% El ev=584.61

2. 7% El ev=586.70

6. 4%

PVI-0+30.86

El ev=580.84

El ev=584.54 PVI-0+15.64

El ev=586.63 PVI-0+15.53

PVI-0+16.46

1 . 5%

PVI-0+17.27

1 . 5% El ev=579.62

2. 8% PVI-0+16.28

1 . 8%

PVI-0+16.18

1 . 5% PVI-0+16.64

El ev=586.84

PVI-0+24.00

4. 8%

El ev=580.76

1 . 5%

PVI-0+18.72

El ev=584.70

PVI-0+24.00

El ev=586.91

PVI-0+29.00

El ev=586.91

1 . 5%

El ev=579.46

1 . 5%

PVI-0+20.44

-0.0% El ev=580.91

PVI-0+24.00

El ev=584.78

0. 3%

El ev=579.83

PVI-0+24.94

El ev=580.99

PVT -0+29.00

586 El ev=584.80 PVI-0+29.00

587

El ev=579.91

2. 0%

PVI-0+29.94

580 PVI-0+30.72

591

El ev=581.03

PVI-0+29.99

588

PVI-0+31.50

585

-0+34.00

581 El ev=581.03

590

El ev=581.03

PVC

582 PVI-0+40.10

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

DATE:

4/23/2020 4/23/2020 4/23/2020

597

595

4% 4.

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

DRIVE STA 81+36.89 N:\E19030 STL Co Washington St\drawings\Output\038_AR-1719_DP.dgn

605

5. 8%

604 8% 3.

601

1 . 5% 5. 6%

603 603

DRIVE STA 86+01.54

B L

605

604 5'

3% 4.

PU BLIC W O RK S

TRA N SPO RTA TIO N

602

SHEET 11 OF 11

-6 . 7% El ev=601.42

EDSI ENGINEERING DESIGN SOURCE,INC.

M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

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

CHESTERFI ELD,M O 63017 Chest er f i el d,M i ssour i63017 F. 636 537 0275

1e 61 41 , SW I NGLEY ,SUI TE 35585 00 16141 Swi ngl ey Ri dg Rd. Sui t e 300 RIDGE RD. T. 636 537

B L

DRI VEW AY PROFI LES

1 . 5%

W ASHI NGTON STREET W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS I M PROVEM ENTS IMPROVEMENTS ROW PLANS

El ev=601.97

PVI-0+24.00

El ev=602.05

PVI-0+15.63

3. 4%

El ev=603.00

PVI-0+16.22

El ev=603.43

602

PVI-0+24.00

El ev=603.50

PVI-0+29.00

603

PVI-0+29.00

4/ 23/ 2020

PRELIMINARY PRELI MI NARY PREL I M I NARY NOT FOR NOT FOR NOT FOR CONSTRUCTI CONSTRUCTI ONON CONSTRUCTION

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1719 AR-1719 AR-1724

FEDERAL PROJECT NO.

STP-5598(609) CMAQ-5443(602) STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 9999-99

MSD:

0000000-00 P-99999-99

MSD BASE MAP:

8J, 24L 9J 8J, 9J

DATE:

4/23/2020 4/23/2020 4/23/2020

603

601

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 48 OF $TOTR 48

DRIVE STA 85+16.50 N:\E19030 STL Co Washington St\drawings\Output\039_AR-1719_DP.dgn

COUNTY PROJECT NO.

T. S. C. L.

1 0 3+ 0 0 EXI ST ROW

5. 00' 7. 00'

TC 529.69 ME 529.19

ST EXI

TC 532.36 BC 532.30

103+80

104+00

TC 531.55 ME 531.52

EL 534.00

104+20

20.00'

104+40

8.1%

8 .6 %

BY TC 533.22 BC 533.03 TYPE A VARIABLE HEIGHT CURB

WASHINGTON ST

MATCH EXISTING

TOP OF CURB

BOTTOM OF CURB

4+00

3+75

4+25

SPOT GRADE LOCATION FLOW ARROW

WASHINGTON ST 3+25

3+50

5 .0 0 '

ME 556.68 ME 556.52

ST EXI

2.8%

TC 559.22 BC 558.56

P .S .E . TYPE A VARIABLE HEIGHT CURB

TC 555.55 BC 555.52

107+40

% 6 1.

107+20

107+40

ME 556.39

% .6 8

107+60

ME 558.47

EL 555.44

0% 7.

ME 555.69

EXIST ROW

TC 559.37 BC 558.71

107+80

108+00

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

1. 5 %

107+00

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

T.S.C.L.

ME 556.50

106+80

T. 636 537 5585

6. 00 '

TC 555.96 BC 555.60

4/23/2020

1. 5 %

TC 556.17 BC 555.86

RU E

5. 1%

T.S.C.L.

RU E

0.3%

ST EXI

P.S. E.

TYPE A VARIABLE HEIGHT CURB

BC 556.70

EXIST ROW

DATE:

ROW

DETAIL B

ST.JEA N

DETAIL A

WASHINGTON ST AND RUE ST. PIERRE ST

ST.JEA N

WASHINGTON ST AND RUE ST. PIERRE ST

TRA N SPO RTA TIO N

3+00

2. 4%

8.0% ME 558.62

EL 555.52

0.5%

WASHINGTON ST

CURB RAM P DETAI LS SHEET 1 OF 10

ELEVATION

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

4/ 23/ 2020

LEVEL LANDING AREA

CONSTRUCTI ON

TYPE S CURB

PU BLIC W O RK S

BC 528.65

NOT FOR

TC 528.52 BC 528.43

EL 533.92

6.3%

TC 532.35 BC 532.22

TC 529.08 ME 528.71

LEGEND

EL 533.84

TC 532.35 ME 532.14

F. 636 537 0275

103+60

ME 528.28

TC 528.55 ME 528.18

EXIST ROW

1 0 3+ 4 0 6% 5.

DETECTABLE WARNING SURFACE

C.L.

Chest er f i el d,M i ssour i63017

3. 2%

T.S.C.L.

PRELI MI NARY

1 0 3+ 2 0

8J, 9J 8J, 9J

EL 533.92

RU E

P. S. E.

MSD BASE MAP:

REV.DATE

C.L.

ME 528.35

0000000-00

P. S. E.

BC 528.76

MSD:

DESCRI PTI ON

TC 529.22 TC 528.63 BC 528.52

6834H-21

REVI SI ONS

TYPE A VARIABLE HEIGHT CURB

E-W GATEWAY TIP NO.

APP.

SCALE: 1" = 5'

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609)

ST.P IER R E

SCALE IN FEET

RU E

ST.P IER R E

ST EXI

N ROW

ST ROW

AR-1719 AR-1719

DESIGNED:

AMA 6+75

7+00

7+25

7+50

7+75

8+00 DRAWN: GDO CHECKED:

STS

WASHINGTON ST AND RUE ST. JEAN ST

DETAIL C

DETAIL D

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\050_AR-1719_CR.dgn

COUNTY PROJECT NO.

7+50

AR-1719 AR-1719

8+00

7+75

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609)

WASHINGTON ST

E-W GATEWAY TIP NO.

6834H-21 MSD:

0000000-00

WASHINGTON ST

8J, 9J 8J, 9J 3.0%

EL 559.68

TC 558.72 REVI SI ONS

11.00' EL 559.76 8.3%

5.00'

EL 559.84 ME 562.84 TC 563.17

EXIST ROW

207+60

207+80

208+00

P. S. E.

1.6%

ST.JEA N

P.T.S.E.

EL 558.73

8.3%

10.00'

EL 558.85

TC 559.13 BC 559.13

8.3%

BC 558.63

207+40

T. S. C. L .

EL 559.76

ME 562.80 TC 563.13

1.1%

TYPE A VARIABLE HEIGHT CURB

TC 563.15 BC 563.15

EL 559.56

4.85'

REV.DATE

4.00'

TYPE A VARIABLE HEIGHT CURB

3.72'

SCALE: 1" = 5'

TC 563.11 BC 563.11

EXIST ROW

211+00 EL 559.46

210+40

210+60

210+80

P. S. E.

C.L.

T. S. C. L .

EL 563.19

EL 563.23

ST EXI

EL 559.54 ME 559.58

RU E

PRELI MI NARY

ROW

EL 559.64

ME 558.58 SCALE IN FEET

ME 559.84

WASHINGTON ST AND RUE ST. JEAN ST

WASHINGTON ST AND RUE ST. JACQUES ST

DETAIL E

DETAIL F

4/ 23/ 2020

TC 559.27 BC 558.77

CONSTRUCTI ON

NOT FOR

TYPE A VARIABLE HEIGHT CURB

3.08'

11+00

10+75

DESCRI PTI ON

10+50

TC 559.27 BC 559.27

% 7 . 2

MSD BASE MAP:

APP.

ME 558.82 TC 559.32

DATE:

3.0%

ME 548.92

EL 549.39 EL 550.24

ME 548.90

NOTE: 1 .L EVEL L ANDI NG I N ROADWAY 2.FL ARE BETWEEN CURB RAMP AND DRI VEWAY 3.3" CURB BEHI ND WAL K

.3 %

4.8%

10.56'

10.85'

EL 549.36 7.4%

TC 548.77 ME 548.49

8.0%

214+40

214+60

EL 550.32 5.7%

EL 550.14

C.L. EL 549.00

LEGEND

TYPE A VARIABLE HEIGHT CURB

TC 548.86 BC 548.79

T. S. C. L .

MATCH EXISTING

TOP OF CURB

BOTTOM OF CURB

ROW

ELEVATION

11+00

WASHINGTON ST

EXI ST

6.8%

LEVEL LANDING AREA

SPOT GRADE LOCATION FLOW ARROW

JEFFER SON

214+20

P. S. E.

EXIST ROW

214+80

CURB RAM P DETAI LS SHEET 2 OF 10

3.72'

ME 563.14

10+75

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

EL 550.32 EL 550.40

DETECTABLE WARNING SURFACE

Chest er f i el d,M i ssour i63017

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

ME 549.24

PU BLIC W O RK S

' .0 6 % 5 1. ME 563.37 % 6 . 2

TC 550.37 ME 550.12

14+75

TRA N SPO RTA TIO N

ME 563.23

14+50

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

C.L. EXIST ROW

14+25

5 .0 %

ME 563.46

T. 636 537 5585

ST.JA CQU ES ST

E. S. P.

WASHINGTON ST

RU E

ROW ST EXI

L. C. S. . T

F. 636 537 0275

4/23/2020

DESIGNED:

AMA DRAWN:

GDO CHECKED:

STS

WASHINGTON ST AND RUE ST. JACQUES ST DETAIL G

WASHINGTON ST AND JEFFERSON ST DETAIL H

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\051_AR-1719_CR.dgn

COUNTY PROJECT NO.

AR-1719 AR-1719

WASHINGTON ST

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

15+00

14+75

15+25

6834H-21

18+00

17+75

18+25 MSD:

0000000-00 MSD BASE MAP:

5.00'

10.00'

217+80

218+00

P.S.E.

EL 546.86

TC 548.16 BC 548.16

218+20

EL 546.66

P.S.E. EL 546.78

C.L.

T.S.C.L.

ME 546.58

C.L.

TYPE A VARIABLE HEIGHT CURB

ME 546.49

JEFFER SON

EL 546.67

ST EXI

ROW

3.8%

2.8%

T.S.C.L.

BACK OF NEW ROLLED CURB SHALL MATCH ELEV. EXIST. SIDEWALK

WASHINGTON ST AND JEFFERSON ST

WASHINGTON ST AND NORTH LAFAYETTE ST

DETAIL I

DETAIL J

218+40

PRELI MI NARY

EL 548.62

EXIST ROW

215+40

TC 548.19 ME 547.83

215+20

1.2%

215+00

6.61'

EXIST ROW

214+80

2.2%

N OR TH

EL 546.97

LA FA Y ETTE

ME 546.66

TC 548.54 BC 548.54

4.6%

TC 546.96 BC 546.78

4/ 23/ 2020

2 1.

% 3 1.

CONSTRUCTI ON

EL 546.89

NOT FOR

ME 546.78 TC 548.34 ME 548.04

REVI SI ONS

BC 548.08

ME 546.74

1.3%

TYPE A VARIABLE HEIGHT CURB

APP.

0.7%

STR EET

TC 546.96 ME 546.73

REV.DATE

TYPE A VARIABLE HEIGHT CURB

DESCRI PTI ON

8J, 9J 8J, 9J

DATE:

5.00'

SCALE IN FEET SCALE: 1" = 5'

TC 548.60 BC 548.60 TC 548.52 BC 548.42

TYPE A VARIABLE HEIGHT CURB

TC 547.49 ME 547.16

Chest er f i el d,M i ssour i63017

(U.I.P.)

10.00'

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

F. 636 537 0275

T. 636 537 5585

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

1.0%

EL 547.62

PU BLIC W O RK S

8.2%

12.00'

C.L. 0

EL 547.21

TRA N SPO RTA TIO N

EL 548.64

19+00

18+75

.9 %

5.6%

TC 548.70 BC 548.70

18+50

ME 548.65

ME 548.78

WASHINGTON ST

STR EET

T.S.C.L.

STR EET

ST EXI

LA FA Y ETTE

ROW

4/23/2020

4.1%

ELEVATION

MATCH EXISTING

TOP OF CURB

BOTTOM OF CURB SPOT GRADE LOCATION

WASHINGTON ST

FLOW ARROW

WASHINGTON ST AND NORTH LAFAYETTE ST DETAIL K

C.L.

T.S.C.L.

TYPE A VARIABLE HEIGHT CURB

219+00

CURB RAM P DETAI LS SHEET 3 OF 10

EL 547.70

P.S.E.

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

LEVEL LANDING AREA

TC 547.62 ME 547.28

TC 547.29 BC 547.29

218+80

ROW

2.3%

218+60

TC 546.97 ME 546.81

ST EXI

DETECTABLE WARNING SURFACE

EXIST ROW

218+40

3.5%

TYPE A VARIABLE HEIGHT CURB

LEGEND

LA FA Y ETTE

3 .6 %

TC 548.09 ME 547.61

N OR TH

BC 547.64

TC 547.98 BC 547.72

N OR TH

EXIST ROW

DESIGNED:

AMA BACK OF NEW ROLLED CURB SHALL MATCH ELEV. OF EXIST. CURB

DRAWN:

GDO CHECKED:

STS

WASHINGTON ST AND NORTH LAFAYETTE ST DETAIL L

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\052_AR-1719_CR.dgn

COUNTY PROJECT NO.

AR-1719 AR-1719

FEDERAL PROJECT NO.

WASHINGTON ST

STP-5598(609) STP 5598(609)

WASHINGTON ST

E-W GATEWAY TIP NO.

6834H-21 21+50

22+00

21+75 0

22+00

22+25

MSD:

22+50

0000000-00

MSD BASE MAP:

8J, 9J 8J, 9J SCALE IN FEET

% 2 1.

.8 %

10.00'

C.L.

4.2%

2.3%

EXIST ROW

221+40

221+60

221+80

TC 551.22 BC 551.22

P.S.E. EL 551.45

TC 551.15 ME 550.93

0 0 + 2 2 2

222+20

0 0 + 2 2 2

TYPE A VARIABLE HEIGHT CURB

T.S.C.L.

EL 551.70

EXIST ROW

222+40

TC 551.28 BC 551.28

TC 551.25 ME 551.13

EL 551.62

10.00'

222+60

P.S.E.

BC 551.14

TYPE A VARIABLE HEIGHT CURB

7.4%

6.2%

C.L.

ST EXI

ROW

PRELI MI NARY

WASHINGTON ST AND CLARK ST

CLA R K

ST EXI

ROW

CLA R K

T.S.C.L.

WASHINGTON ST AND CLARK ST

DETAIL M

DETAIL N

4/ 23/ 2020

TC 551.30 ME 551.12

CONSTRUCTI ON

EL 551.37

REVI SI ONS

EL 551.20 TC 551.34 ME 551.19

REV.DATE

TC 551.30

3.5%

HEIGHT CURB

TYPE A VARIABLE HEIGHT CURB

NOT FOR

TYPE A VARIABLE 1.3%

APP.

TC 551.34

DESCRI PTI ON

SCALE: 1" = 5'

DATE:

125+60 5.00'

TC 554.91 ME 554.52

EL 554.14

125+80

125+60

126+00

6.32'

TC 555.05 ME 554.81

Chest er f i el d,M i ssour i63017

126+20

4.6%

TC 554.14 BC 554.14

EL 554.39 C.L.

TC 555.00 BC 555.00

TYPE A VARIABLE HEIGHT CURB

TC 555.08 BC 555.08

TYPE A VARIABLE HEIGHT CURB

BC 554.71

% .3 2

TC 554.97 ME 554.69

BC 554.35

TC 554.51 BC 554.27 TC 554.51 ME 554.26 TC 551.41 ME 554.29

1.9%

1.0%

CURB RAM P DETAI LS SHEET 4 OF 10

TC 554.71 ME 554.39

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

F. 636 537 0275

T. 636 537 5585

5 5 5 E M

C.L.

5.0%

EL 554.06

EXIST ROW

TC 555.08 BC 555.08

PU BLIC W O RK S

P.S.E.

5.00'

EL 555.16

BC 554.79

125+40

125+20

E L

EL 554.47

TRA N SPO RTA TIO N

TC 554.22 BC 554.22

EXIST ROW

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

FLOW ARROW

TYPE A VARIABLE HEIGHT CURB

10.00'

SPOT GRADE LOCATION

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

.6 5

.5 7 5 5 5

TYPE A VARIABLE HEIGHT CURB

8.82'

BOTTOM OF CURB

4.9%

TOP OF CURB

8.3%

1.6%

MATCH EXISTING

5.00'

0.8%

T.S.C.L.

ELEVATION

LEVEL LANDING AREA EL

B OON E

DETECTABLE WARNING SURFACE

ST EXI

LEGEND

B OON E

ROW

4/23/2020

2.8%

DESIGNED:

AMA

WASHINGTON ST

DRAWN:

GDO CHECKED:

STS

WASHINGTON ST AND BOONE ST

DETAIL O

DETAIL P

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\053_AR-1719_CR.dgn

COUNTY PROJECT NO.

AR-1719 AR-1719 FEDERAL PROJECT NO.

25+00

25+25

25+50

25+75

26+00

25+75

WASHINGTON ST

STP-5598(609) STP 5598(609)

26+25

E-W GATEWAY TIP NO.

WASHINGTON ST

6834H-21 MSD:

0000000-00 MSD BASE MAP:

8J, 9J 8J, 9J TYPE A VARIABLE 1.9%

HEIGHT CURB TC 553.96

TC 554.58 ME 554.43

ME 553.90 1. 4 %

8.59'

10.00'

225+60

225+80

226+00

226+20

P.S.E.

EL 554.07 TC 554.75 BC 554.51

TC 554.26 ME 554.07

T.S.C.L. TC 553.99

C.L.

T.S.C.L.

C.L.

ELEVATION MATCH EXISTING

TOP OF CURB

BOTTOM OF CURB

1.4 %

WASHINGTON ST AND BOONE ST

DETAIL Q

DETAIL R

SPOT GRADE LOCATION

PRELI MI NARY

EL ME

LEVEL LANDING AREA

B OON E

DETECTABLE WARNING SURFACE

LEGEND

B OON E

1.7%

BC 553.99

DATE:

FLOW ARROW

9.8%

4.5%

5.0'

7 ' .0

ME 575.84

1.0%

2.1%

TC 575.64 ME 575.39

TYPE A VARIABLE HEIGHT CURB

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

CURB RAM P DETAI LS SHEET 5 OF 10

ME 575.62

% .2 3

C.L.

Chest er f i el d,M i ssour i63017

% 1. 5

6.0'

TYPE A VARIABLE HEIGHT CURB

ME 575.97

F. 636 537 0275

T. 636 537 5585

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

5.0%

RD N EW

TC 576.37 BC 575.71

% .9

TC 576.52 BC 575.86

TC 576.88 BC 576.22

1. 5 %

C.L.

7. 0'

3.0%

ME 576.28 TC 576.61 BC 575.95

N EW

5.5%

3.3'

SCALE: 1" = 5'

0' 6.

ME 576.13

SCALE IN FEET TC 576.65 BC 576.39

TC 576.88 BC 576.71

PU BLIC W O RK S

TC 576.47 ME 576.32

TC 576.62 ME 576.40

TRA N SPO RTA TIO N

6.0'

ME 576.67

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

FLOR ISSA N T

5.0%

TC 576.72 BC 576.56

FLOR ISSA N T

4/23/2020

4/ 23/ 2020

225+40

P.S.E.

CONSTRUCTI ON

225+20

BC 554.91 TC 554.91

REV.DATE

225+00

0.8%

EL 554.83

4.7%

TC 554.63 ME 554.44

NOT FOR

TYPE A VARIABLE HEIGHT CURB

REVI SI ONS

% .5 0

EL 553.98

ME 554.43

APP.

TC 553.05 EL 553.92

DESCRI PTI ON

1.0%

TC 554.58 ME 554.41

ME 575.75

2.0%

DESIGNED:

AMA

WASHINGTON ST

DRAWN:

WASHINGTON ST

GDO CHECKED:

STS

WASHINGTON ST AND NORTH NEW FLORISSANT RD

DETAIL S

DETAIL T

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\054_AR-1719_CR.dgn

COUNTY PROJECT NO.

AR-1719 AR-1719

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) 32+25

32+50

32+75

WASHINGTON ST

33+25

33+50

33+75 E-W GATEWAY TIP NO.

6834H-21 0

MSD:

0000000-00 MSD BASE MAP:

SCALE IN FEET

8J, 9J 8J, 9J

ME 574.97

ME 574.81

REVI SI ONS

ME 574.83

C.L.

DETECTABLE WARNING SURFACE

ME 573.48

EL 574.09 EL 574.91

LEVEL LANDING AREA

.9 % 4

233+60

0 4 + 3 3 2

ME 573.97

P.S.E.

T.S.C.L.

EL 575.20 EL 574.93

C.L.

EL 574.07 ME 573.29

TOP OF CURB

BOTTOM OF CURB

EL 573.38

SPOT GRADE LOCATION FLOW ARROW

0.2%

5.18'

MATCH EXISTING

EL 573.39

5.3%

5.00'

ELEVATION 2.4%

ME 573.28

ME 573.29 TC 573.16 ME 573.02

EL 573.33

WASHINGTON ST AND NORTH NEW FLORISSANT RD

ME 573.28

BC 573.16

WASHINGTON ST AND NORTH NEW FLORISSANT RD

DETAIL U

DETAIL V

4/ 23/ 2020

LEGEND

0 2 + 3 3 2

PRELI MI NARY

T.S.C.L.

FLOR ISSA N T

% 5 1.

N EW

EL 575.74

FLOR ISSA N T

0 8 + 2 3 2

N EW

232+40

P.S.E.

ME 573.99

0 6 + 2 3 2

EL 575.24

4% 4.

REV.DATE

6.0 0'

8.3%

232+20

09' 6.

% .9 6

10.00'

EL 575.82

EL 575.15 BC 575.17

BC 575.70

EL 575.78

ME 574.63

CONSTRUCTI ON

1.9%

NOT FOR

ME 575.15

TC 575.17

DESCRI PTI ON

2.4% TC 575.70

APP.

PT32+ 33. 66

SCALE: 1" = 5'

DATE:

36+50

36+75

37+00

36+75

37+25

6.1%

' 0 1.

ME 557.95 BC 560.32

ME 556.25

TC 560.29 ME 559.96

7.6%

236+40

236+60

NEW 4" TYPE 'S' CURB

C.L.

3.2%

TC 560.12 ME 559.80

7.6% EL 556.34

237+00 C.L.

NEW 4" TYPE 'S' CURB

EL 557.21

TC 558.82 BC 558.48

237+20 EL 556.41

TYPE A VARIABLE HEIGHT CURB

237+40

DESIGNED:

AMA DRAWN:

GDO CHECKED:

STS

WASHINGTON ST AND NORTH CASTELLO ST

WASHINGTON ST AND NORTH CASTELLO ST DETAIL W

7.7%

5.5%

ST CA STELLO

EL 560.41

T.S.C.L.

10.57'

236+80

CA STELLO

TC 560.40 BC 560.40

EL 561.25

TC 559.02 ME 558.77

20.40'

CURB RAM P DETAI LS SHEET 6 OF 10

11.00'

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

TC 561.16 BC 561.16

236+20

E 2" U POL 1

EL 561.24

TC 556.55 ME 556.30

% 5 . 5

TC 560.78 ME 560.28

EL 561.33

NEW VARIABLE HEIGHT TYPE 'S' CURB

TC 557.09 ME 557.09

6.0'

TYPE A VARIABLE HEIGHT CURB 5.6%

3 .0 '

NEW 4" TYPE 'S' CURB

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

36+25

WASHINGTON ST

TRA N SPO RTA TIO N

WASHINGTON ST

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

Chest er f i el d,M i ssour i63017

PU BLIC W O RK S

T. 636 537 5585

F. 636 537 0275

4/23/2020

DETAIL X

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\055_AR-1719_CR.dgn

AR-1719 AR-1719

FEDERAL PROJECT NO.

N 40+00

39+75

40+25

WASHINGTON ST 0

STP-5598(609) STP 5598(609) 40+50

WASHINGTON ST

41+00

40+75

E-W GATEWAY TIP NO.

6834H-21 MSD:

0000000-00 MSD BASE MAP:

8J, 9J 8J, 9J

SCALE IN FEET

TC 547.21 ME 546.96 1.2%

BC 547.25

BC 546.97

NEW TYPE 'S' CURB

5.9%

BC 547.01

ME 547.32

23 9 + 80

EXIST ROW

ME 547.36

241+00

TC 547.23 ME 546.98

EL 548.06 EL 548.09

6.88'

240+00

EL 547.73

0.7%

EL 548.16 C.L.

ST EXI

ROW

C.L.

WASHINGTON ST AND AUBUCHON ST DETAIL Y

E. S. P. EL 547.32

240+60

TC 547.09 BC 547.09

L. C. . S . T

C.L.

EL 547.32 EL 547.37

A U B U CH ON

TC 547.45 BC 547.45

A U B U CH ON

T. S. C. L.

240+40

EL 547.30

EXIST ROW

4.1%

TC 547.07 ME 546.93

240+20

TC 547.24 BC 547.24

TYPE A VARIABLE HEIGHT CURB

ROW

4.9%

80 0+ 24

ST EXI

EL 548.14

TC 547.48 ME 547.32

1.3%

5.66'

P. S. E.

TYPE A VARIABLE HEIGHT CURB

PRELI MI NARY

EL 547.56

% .7 0

4.55'

0 .9 %

ME 547.39

239+60

REVI SI ONS

TC 547.29 ME 547.37

INTEGRAL CURB 6" HEIGHT AND UNDER

NEW TYPE 'S' CURB

WASHINGTON ST AND AUBUCHON ST DETAIL Z

4/ 23/ 2020

TC 547.29 BC 547.24

MATCH DRIVEWAY PAVEMENT

REV.DATE

CONCRETE PAVEMENT

1. 6 '

5.00'

CONSTRUCTI ON

BC 547.03

NOT FOR

0.5%

ME 547.54

APP.

TC 547.27 ME 547.02

DESCRI PTI ON

SCALE: 1" = 5'

DATE:

TC 547.90 ME 547.23

TC 547.71 ME 547.04

TC 542.21 ME 542.03

8.3 3%

2 4 7 + 4 0 EL 542.75

2. 2%

1.7%

EXISTING SIDEWALK TO BE REMOVED

BOTTOM OF CURB

70' 8.

0% 3. EXIST ROW

TC 542.02 ME 541.69

C.L. EL 542.20

0 8 + 7 4 2

SPOT GRADE LOCATION TC 542.05 BC 542.05

FLOW ARROW ROW

RIGHT OF WAY

C.L.

CONSTRUCTION LIMITS

0 6 + 7 4 2 BC 541.79

2.0%

40+25

40+50

40+75

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

TC 542.11 ME 541.86

TOP OF CURB

BC 541.87

TYPE A VARIABLE HEIGHT CURB

WASHINGTON ST

A LP H A

TC 547.21 ME 546.94

TC 542.13 BC 542.13

CURB RAM P DETAI LS SHEET 7 OF 10

TYPE A VARIABLE HEIGHT CURB

LEVEL LANDING AREA

2 1.

2 4 7 + 2 0

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

6.0 0'

EL 542.68

TC 547.37 ME 547.13

MATCH EXISTING

Chest er f i el d,M i ssour i63017

EL 542.68 EXIST ROW

DETECTABLE WARNING SURFACE

TRA N SPO RTA TIO N

P. S. E.

PU BLIC W O RK S

T. 636 537 5585

4.9%

T. S. C. L.

C.L.

ELEVATION

1 . 2%

LEGEND

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

WASH I NGTO N

ROW ST EXI

ST A U B U CH ON

F. 636 537 0275

4/23/2020

' 3 .3 % 11 .9 4

SHEET 1 OF 10

COUNTY PROJECT NO.

DESIGNED:

AMA DRAWN:

GDO CHECKED:

STS

WASHINGTON ST AND AUBUCHON ST

WASHINGTON ST AND ALPHA DR

DETAIL AA

DETAIL BB

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\056_AR-1719_CR.dgn

COUNTY PROJECT NO.

AR-1719 AR-1719

4 7 + 7 5

FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

61+00

LEGEND

WAS HI NGT ON

DETECTABLE WARNING SURFACE

61+25

NGTON WASHI

6834H-21

61+50

4 8 + 0 0

MSD:

0000000-00

MSD BASE MAP:

4 8 + 25

8J, 9J 8J, 9J

1.8%

MATCH EXISTING

TOP OF CURB

BOTTOM OF CURB

ME 537.37

TC 537.67 ME 537.42

TC 537.57

BC 537.43 BC 537.38

260+80

EL 537.45

TYPE A VARIABLE HEIGHT CURB

NEW 4" TYPE 'S' CURB

26 1 + 00

EL 537.77 TC 537.97

TC 537.75 BC 537.75

TC 541.42 BC 541.42 BC 541.59

TC 541.83 ME 541.58

BC 537.72

12.29'

0.4%

TC 538.37 ME 537.87

TC 537.83 BC 537.83

TC 537.70 BC 537.70 EXIST ROW

EL 537.78

261+20 EL 537.82

EXIST ROW

248+00

C.L.

TYPE A VARIABLE HEIGHT CURB

T.S.C.L.

P. S. E.

1.3%

BC 537.80

EL 537.85

248+20

TC 541.67 BC 541.67

1.1%

1.9%

0 4 8+ 24 TYPE A VARIABLE HEIGHT CURB

261+40

EL 541.46

TC 541.73 ME 541.48

A LP H A

10.98'

L. C. . S . T

C.L.

ME 537.72

WASHINGTON ST AND ALPHA DR

WASHINGTON ST AND SAINT ANTHONY LN

DETAIL CC

DETAIL DD

PRELI MI NARY

TC 541.83 ME 541.58

TYPE A VARIABLE HEIGHT CURB

REV.DATE

INTEGRAL CURB 6" HEIGHT AND UNDER

TC 537.75 BC 537.75

1 2. 1 5' 2. 7%

CONSTRUCTION LIMITS

ST.A N TH ON Y

C.L.

SCALE: 1" = 5' 2 .0 %

5.4%

RIGHT OF WAY 0 .6 %

ROW

5.93'

FLOW ARROW

SCALE IN FEET

CONC CURB

TYPE A VARIABLE HEIGHT CURB

1 . 7%

NEW 4" TYPE 'S'

REVI SI ONS

ME 537.36

SPOT GRADE LOCATION

247+80

4/ 23/ 2020

CONSTRUCTI ON

ELEVATION

NOT FOR

APP.

EXISTING SIDEWALK TO BE REMOVED

DESCRI PTI ON

LEVEL LANDING AREA

DATE:

TC 538.00 BC 538.00

261+60

261+80

12 .4 1 ' 4 .1 %

TC 538.63 BC 538.26

C.L.

EXIST ROW

TC 538.63 BC 538.26

SCALE: 1" = 5'

TC 538.40 BC 538.18

TYPE A VARIABLE HEIGHT CURB TC 538.69 BC 538.69

TC 538.77 BC 538.77 ME 538.83

ME 538.76

ROW

SCALE IN FEET

WASHINGTON ST

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

F. 636 537 0275

262+00

DESIGNED:

AMA

ST EXI

TC 537.78 ME 537.54

Chest er f i el d,M i ssour i63017

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

8.3%

3.38'

1. 0 %

BC 537.55

ST.A N TH ON Y

% .2 3

TYPE A VARIABLE HEIGHT CURB

2.1%

TC 538.37 BC 538.23

4.2%

BC 537.97

BC 537.99

BC 537.47

TC 537.59 ME 537.43

261+40

TC 538.25 ME 537.98

6.2%

8.49'

TYPE A VARIABLE HEIGHT CURB

161+60

1.1%

TC 538.25 BC 538.08

C.L.

TC 538.40 ME 537.90

CURB RAM P DETAI LS SHEET 8 OF 10

161+40

8.52'

4.97'

PU BLIC W O RK S

TC 538.31 ME 538.10

161+20

TC 538.54 BC 538.31

TC 538.40 ME 538.01

161+00

BC 538.03

T.S .C . L.

EXIST ROW

BC 538.02

TRA N SPO RTA TIO N

1.4%

EL 538.08

BC 537.95

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

BC 538.07

TYPE A VARIABLE HEIGHT CURB

TC 538.38 ME 538.13

TC 538.37 ME 537.94

0.9%

TC 538.16 BC 538.16

3.5%

ST.A N TH ON Y

TYPE A VARIABLE HEIGHT CURB

T. 636 537 5585

WASHINGTON ST

4/23/2020

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

GDO CHECKED:

STS

WASHINGTON ST AND SAINT ANTHONY LN

DETAIL EE

DETAIL FF

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\057_AR-1719_CR.dgn

ROW ST EXI

AR-1719 AR-1719 FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

H OP E

6834H-21

T.S.C.L. EL 545.83 C.L.

TC 546.22 ME 545.82

EXIST ROW C.L.

TC 538.63 ME 538.86

161+60

161+80 4.59'

165+80

166+00 2.3%

TC 546.22 ME 545.82

166+20

TC 545.82 ME 545.82

162+00

15.75' TC 538.53 BC 538.48

4.69'

BC 538.31

2.0%

0% . 1

4.9%

2.6% TC 538.55 ME 538.30

ME 545.72 EL 545.75

4.5%

EL 538.79 TYPE A VARIABLE HEIGHT CURB

.5 0 %

TC 538.53 BC 538.43

165+60

0.7%

TC 538.48 EL 538.17

TC 538.53 ME 538.19

3. 5'

2 .0 '

BC 538.25

BC 538.20

PRELI MI NARY

161+40

EXIST ROW

0.8%

EL 538.56

REV.DATE

ME 538.38

WASHINGTON ST

BC 538.26

WASHINGTON ST WASHINGTON ST AND SAINT ANTHONY LN

WASHINGTON ST AND NEW HOPE CT

DETAIL GG

DETAIL HH

4/ 23/ 2020

BC 538.39

1.1%

8.79'

NEW 3" TYPE 'S' CURB

CONSTRUCTI ON

SCALE: 1" = 5'

TC 538.61 BC 538.51

NOT FOR

0' 5.

SCALE IN FEET

DESCRI PTI ON

8J, 9J 8J, 9J

REVI SI ONS

MSD BASE MAP:

APP.

NEW VARIABLE HEIGHT TYPE 'S' CURB

0000000-00

TC 535.61 ME 538.61

MSD:

N EW

TYPE A VARIABLE HEIGHT CURB

0 .8 %

ME 538.66

ST.A N TH ON Y

ROW ST EXI

COUNTY PROJECT NO.

DATE:

TC 538.48 ME 547.23

166+80

167+00

C.L.

17.31'

TC 556.50 BC 556.50

EXIST ROW

5. 9%

8.3%

168+40 EL 548.44 ME 548.22

EL 549.87

EL 549.95

TC 556.63 ME 556.51 (HIGH POINT)

TYPE A VARIABLE HEIGHT CURB

6.5%

166+60

NEW 2" HIGH TYPE 'S' CONC CURB

168+60

168+80

1.0% % .2 0

EL 548.36

LEGEND

TC 556.58 ME 556.46

18.59' 3.7%

DETECTABLE WARNING SURFACE

EL 556.45

ME 556.45 ME 556.42

LEVEL LANDING AREA

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

TRA N SPO RTA TIO N

CURB RAM P DETAI LS SHEET 9 OF 10

TC 538.48 ME 538.19

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

EL 550.03 EXIST ROW

Chest er f i el d,M i ssour i63017

LN EL 549.95

EL 548.52

2.3%

P.S.E.

166+40

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

C.L.

EL 548.44

ED W A R D

N EW

% .0

TC 556.58 ME 556.46

T.S.C.L.

PU BLIC W O RK S

T. 636 537 5585

ROW ST EXI

CT H OP E

TYPE A VARIABLE HEIGHT CURB

TC 547.61 BC 547.61

F. 636 537 0275

4/23/2020

4.0%

EXISTING SIDEWALK TO BE REMOVED EL

ELEVATION

MATCH EXISTING

TOP OF CURB

BOTTOM OF CURB

DESIGNED:

AMA DRAWN:

WASHINGTON ST

SPOT GRADE LOCATION

GDO CHECKED:

STS

FLOW ARROW ROW

RIGHT OF WAY

C.L.

CONSTRUCTION LIMITS

WASHINGTON ST AND NEW HOPE CT

WASHINGTON ST AND SAINT EDWARD LN

DETAIL II

DETAIL JJ

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\058_AR-1719_CR.dgn

ROW

COUNTY PROJECT NO.

ST EXI

AR-1719 AR-1719 FEDERAL PROJECT NO.

STP-5598(609) STP 5598(609) E-W GATEWAY TIP NO.

6834H-21 MSD:

0000000-00 MSD BASE MAP:

8J, 9J 8J, 9J

SCALE IN FEET

C.L.

TC 557.72 BC 557.72

5 5 7 .0 7

168+80

EL 558.22

EXIST ROW

0 6 + 1 7 1

169+00

169+20

10.00'

169+40

171+20

TC 568.58 BC 568.50

LEGEND

TC 568.42 BC 568.42

BC 557.64 5 .6 %

% .2 4

TC 557.72 ME 557.57

LEVEL LANDING AREA

TYPE A VARIABLE HEIGHT CURB

TC 557.72 ME 557.69

TC 568.76 BC 568.47

3.1%

ELEVATION 4.7%

MATCH EXISTING

TOP OF CURB

BOTTOM OF CURB

TC 558.14 BC 558.14

DETECTABLE WARNING SURFACE

TC 569.24 ME 568.97

6% 0.

5.0%

TC 557.18 ME 557.07

0 4 + 1 7 1

76' 7.

TC 568.59 BC 568.44

TC 568.42 ME 568.27

TC 568.65 BC 568.49

SPOT GRADE LOCATION FLOW ARROW

WASHINGTON ST

WASHINGTON ST AND SAINT EDWARD LN

WASHINGTON ST AND DERHAKE RD

DETAIL KK

DETAIL LL

4/ 23/ 2020

TYPE A VARIABLE HEIGHT CURB

CONSTRUCTI ON

C.L.

PRELI MI NARY

TC 557.11 ME 557.00

REV.DATE

BC 568.55

TYPE A VARIABLE HEIGHT CURB

REVI SI ONS

1. 8

2.7%

SCALE: 1" = 5'

NOT FOR

DESCRI PTI ON

APP.

DATE:

TC 568.34 ME 567.84

4.5%

NEW VARIABLE HEIGHT TYPE 'S' CONC CURB

W O R T S I X E

ME 572.21

C.L.

TC 572.21 ME 572.21

60 2+ 7 1

. E . S . P

TC 572.13 ME 571.91

ME 572.38 2 .2 %

EL 572.88

EL 572.16

EL 572.13

% 8 1.

NEW 6" TYPE 'S' CONC CURB

EL 572.13

40 2+ 7 1

TC 572.05 BC 572.05

TC 572.62 ME 572.12

T S TC 572.77 BC 577.27

BC 571.91

0 2 + 2 7 1

TYPE A VARIABLE HEIGHT CURB

BC 571.23 6. 7%

EXIST ROW

% 1.3

TC 570.88 ME 570.38

BC 571.99 77 4.

BC 571.31

TC 571.65 ME 571.15

TC 572.40 ME 571.90

% 4 . 3

NEW 6" TYPE 'S' CONC CURB

TC 572.61 ME 572.61

C.L.

BC 572.05

' 4 9 . 8 % 3 . 8

' 0 .0 6

TYPE A VARIABLE HEIGHT CURB

TC 572.05 BC 572.05

TC 572.40 BC 571.97

TYPE A VARIABLE HEIGHT CURB

% 5 1.

1.1%

EL 572.05

TC 572.48 BC 572.48

5 6 1.

.W EL 572.08

INTEGRAL CONC CURB 6" HEIGHT AND UNDER

H S A

TC 573.28 EL 572.71

N O T G

CURB RAM P DETAI LS SHEET 10 OF 10

' % 6 9 6 . . 3 4 1

ME 571.57

W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS

TC 572.72 BC 572.72

.O R

5.8%

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

L. . C . S . T

TRA N SPO RTA TIO N

ME 568.56

Chest er f i el d,M i ssour i63017

WASHINGTON ST

. .L

E. S. P.

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

72+50

72+25

.C .S T

EL 567.85

ME 567.93

72+00

PU BLIC W O RK S

T. 636 537 5585

ROW EXI ST

ME 567.77

TC 567.63 ME 567.63

D ER H A K E

F. 636 537 0275

4/23/2020

DESIGNED:

AMA DRAWN:

GDO CHECKED:

STS

WASHINGTON ST AND DERHAKE RD

DETAIL MM

DETAIL NN

SHEET SEQUENCE:

N:\E19030 STL Co Washington St\drawings\Output\059_AR-1719_CR.dgn

SIGNAL PULL BOX (T.B.R.)

COUNTY PROJECT NO.

AR-1719 AR-1719

CONTROLLER (T.B.R.)

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

1 - P.B.

FEDERAL PROJECT NO. 0

STP-5598(609) STP-5598(609) E-W GATEWAY TIP NO.

6834H-21 6834H-21

EXISTING CONDUIT (UIP) RELOCATE EXISTING FIBER TO NEW PULLBOX

SCALE IN FEET

N/A

1-5c#14, 3-7c#14, IN 4" CONDUIT

(TYP)

MSD BASE MAP:

xx 8J, 9J

8 "

1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),

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

6 "

MSD:

SCALE: 1" = 20'

4-2c#18(S), 1-5c#14, 3-7c#14,

12' 12'

12'

1 - P.B.

EXISTING ST. LOUIS COUNTY ITS (TBA)

12' 12'

2 0 ' 6 'x

N.B. THRU - NEW FLORISSANT RD.

EXIST. R/W

W/ EAST PED S.B. LEFT - NEW FLORISSANT RD. S.B. THRU - NEW FLORISSANT RD. W/ WEST PED

Y H

W.B. WASHINGTON AVE. W/ NORTH PED

E.B. WASHINGTON AVE. W/ SOUTH PED

EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, IF

SHOWN ON THESE PLANS, SHALL BE CONSIDERED APPROXIMATE ONLY. VERIFICATION OF THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR, AND SHALL BE VERIFIED PRIOR TO ANY GRADING,

T H F O R

EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS.

CAUTION! EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT/CABLE

IT IS THE RESPONSIBILITY OF THE CONTRACTOR / DEVELOPER TO

MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION WORK FOR LOCATING AND SPOTTING EXISTING TRAFFIC SIGNAL CONDUIT. IN THE EVENT THE CONTRACTOR DAMAGES THE CONDUIT AND CABLE, REPAIRS SHALL BE MADE WITHIN 72 HOURS AT THEIR COST BY AN ELECTRICAL CONTRACTOR, AS DIRECTED BY ST. LOUIS COUNTY.

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

CONTACT ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC,

849-8445

FERRY

TRA N SPO RTA TIO N

1-1c#6(G), 2-7c#14, 1-4c#18(APS), IN 4" CONDUIT 1-1c#6(G), 1-4c#18(APS), 1-5c#14, 2-2c#18(S), IN 2" CONDUIT SIGNAL PULL BOX (T.B.R.) 1 - P.B. EXIST. R/W RELOCATE EXISTING FIBER TO NEW PULLBOX

2-1C#14 W/TUBE JACKET IN EACH OF TWO 1" CONDUITS EXISTING CONDUIT (UIP)

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

10-2c#18(S), 2-5c#14, 8-7c#14, EXIST. FIBER, IN 4" CONDUIT

W WASHINGTON ASHI NGTON STREET STREET(B)

IS A SA T T NT A V RO E . AD

N.B. LEFT - NEW FLORISSANT RD.

12'

LLC AUTHORITY OF

( NEW FLORI SSANT)

1 - P.B.

SIGNAL PHASING

6-2c#18(S), 1-5c#14, 5-7c#14, IN 4" CONDUIT

#2000172588

12'

(314)

12'

6 "

1 - P.B.

63128

3a 11

CERTIFICATE

10'

A LK

ENGINEERING

ROAD

10'

ENGINEERING

6' x 2 0 ' " 8

12'

1-4pr.#24(S), 1-1c#6(G), 1-4c#18(APS), 1-2c#18(S), 1-5c#14, 5-7c#14, IN 4" CONDUIT

6 'S I D E W

3/27/2020

2 0 '

6' x

12'

DATE: 10'

6 'x

2 0 '

203

2 0 '

RELOCATE EXISTING FIBER TO NEW CONTROLLER

6 'x

2 0 '

1-4pr.#24(S), 20-2c#18(S), 4-5c#14, 16-7c#14, EXIST. FIBER, IN 2-4" CONDUIT

CIVIL

R Y Y

1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT

10 ' B UE 2 5 EA 3 6 SE P ME G N 6 T 2 0

6 'x

Dani elW .Dr ei sewer d,P. E. ,PTOE Act i ng Di r ect or

R Y Y

6 "

TESSON

" 8

PT Z

1 - P.B.

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

R Y G

1 - P.B.

LOUIS,

R Y G

2-1C#6(P), IN 2" CONDUIT

R Y G

RESURFACI NG IMPROVEMENTS

R Y G

NEW POWER SUPPLY, 120/240W, ON WOOD UTILITY POLE

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

R Y G

EXIST. SIGNAL CONDUIT (T.B.A.)

R Y G

SIGNAL PULL BOX (T.B.R.)

R Y Y

ST.

A LK

1-1c#6(G), 1-2c#18(S), 1-5c#14, 1-4c#18(APS), IN 2" CONDUIT

SUITE

2 0 '

RELOCATE EXISTING FIBER TO NEW PULLBOX

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

6' x

1-1c#6(G), 1-4c#18(APS), 1-2c#18(S), IN 2" CONDUIT

PU BLIC W O RK S

2 0 '

6 'x

PREPARED BY:

Y Y

6 'x

6 'S I D E W

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

1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), 1-5c#14, 5-7c#14, IN 4" CONDUIT

R Y G

10 P 'S E B W 4 4 ER P E A G S E 5 M 5 E N

Y G

2 0 '

EXISTING CONDUIT (UIP)

1 - P.B.

R 6 "

Y G

6 'x

2 0 '

R Y G

PRELI MI NARY NOT FOR CONSTRUCTI ON

6 'x

2 0 '

10'

SI GNAL PLAN

" 8

SIGNAL PULL BOX (T.B.R.)

ACCESS ENG INEERING

10'

11820

2 0 '

10'

6' x

LI N E

REVI SI ONS

EXIST. R/W

APP.

3 0 'B U I LD I N G

A S H 4 IN G 2 . 7 TO 5 N ' W ID A E VE .

EXISTING ST. LOUIS COUNTY ITS

EXISTING ST. LOUIS COUNTY ITS (TBA)

REV.DATE

DESCRI PTI ON

EXIST. FIBER, IN 4" CONDUIT

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

DESIGNED:

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST. LOUIS COUNTY TRAFFIC SIGNALS";

M.B.

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:

DRAWN:

S.B.

CHECKED:

A.O.

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:

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.

44 OF 48

COUNTY PROJECT NO.

AR-1719 AR-1719 FEDERAL PROJECT NO.

TRAFFIC SIGNAL ITEMS QUANT.

Ea.

904-05.43

Signal Head, Type 3B, Terminal Compartment, and Astro Bracket Mounting

Ea.

904-05.45

Signal Head, Type 4B, Terminal Compartment, and Astro Bracket Mounting

Ea.

904-24.01

Signal Head, Type 1S, Pedestrian

Ea.

904-28.07

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

Ea.

904-28.10

Post, Signal, w/Sq. Pedestal Base and Post Cap, 10' Total Height, Aluminum

Ea.

904-29.14

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

Ea.

904-32.24

19' Pole, w/24' Mast Arm, Steel

Ea.

904-32.30

19' Pole, w/30' Mast Arm, Steel

Ea.

904-32.38

19' Pole, w/38' Mast Arm, Steel

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.

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.

904-49.51

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

Ea.

Conduit, 1"

L.F.

140

904-52.00

Conduit, 2"

L.F.

904-54.00

Conduit, 4"

L.F.

236

904-82.06

Cable, Power, #6 Gauge, 1 Conductor

L.F.

904-83.05

Cable, Signal, #14 Gauge, 5 Conductor

L.F.

880

904-83.07

Cable, Signal, #14 Gauge, 7 Conductor

L.F.

2240

904-84.00

Wire, Stranded Ground, #6 Gauge

L.F.

110

904-85.05

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

L.F.

250

904-85.06

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

L.F.

2810

904-85.18

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

L.F.

2240

904-85.34

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

L.F.

150

904-85.81

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

L.F.

160

905-86.01

Power Supply Assembly, on Wood Utiity Pole,120/240 Volt

Ea.

904-88.01

Pull Box, Single, Concrete

Ea.

904-88.02

Pull Box, Double, Concrete

Ea.

904-91.56

Base, Type B-6, Concrete

Ea.

904-91.57

Base, Type B-7, Concrete

Ea.

904-91.59

Base, Type B-9, Concrete

Ea.

904-91.73

Base, Type C-3, Concrete

Ea.

904-91.88

Base, Type D-8PH, Concrete

Ea.

904-95.30

Removal of Preformed Pull Box

Ea.

904-96.21

Removal of Concrete Controller

Ea.

904-97.20

Removal of Signal Equipment (Intersection)

Ea.

904-98.80

Relocation of Existing Fiber Optic Cable (Includes New Fiber Terminations)

L.F.

220

(2-4-2)

USED

6834H-21 6834H-21 MSD:

MSD BASE MAP:

Switch and Misc. Cables) 904-51.00

(3-TURNS)

IN RACK

N/A

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

QUADRUPOLE

(2) 6' x 20'

CARDS PROVIDED FOR FUTURE USE

OPEN SLOTS IN CARD RACK

xx 8J, 9J

PRELI MI NARY NOT FOR CONSTRUCTI ON

Signal Head, Type 34S

STANDARD

DESCRI PTI ON

904-02.34

NO.

CHANNEL

REVI SI ONS

E-W GATEWAY TIP NO. CARD POSITION

APP.

Ea.

SIZE AND TYPE OF LOOP LOOP

Signal Head, Type 33S

UNIT

REV.DATE

904-02.33

DESCRIPTION

STP-5598(609) STP-5598(609)

ITEM NO.

INDUCTION LOOP DETECTOR SCHEDULE

2, 3, 6, 7

DATE:

2 - 1S PED. (APRPOX. 16" x 18')

B-9

STEEL TRAFFIC SIGNAL

1 - 34B ASSEMBLY W/BP (ALL 12")

POLE W/ 38' ARM

2 - 3B W/BP (ALL 12")

SINGLE

1 - 33S W/BP (ALL 12") 1 - PUSH BUTTON 4

LLC AUTHORITY OF CERTIFICATE

ENGINEERING

CIVIL

849-8445

63128

PREFORMED

AND QUANTI TY SHEET

CONCRETE

(TOTAL HEIGHT 7')

Dani elW .Dr ei sewer d,P. E. ,PTOE Act i ng Di r ect or

W/ SQUARE BASE PEDESTAL

PU BLIC W O RK S

C-3

BOX NUMBER

EQUI PM ENT/ M ATERI ALS

FERRY

SIGNAL EQUIPMENT TYPE

2 - 1S PED. (APRPOX. 16" x 18') 1 - PUSH BUTTON

PULL BOX SCHEDULE

1 - PUSH BUTTON

ALUMINUM SIGNAL POST

#2000172588

1 - 34S W/BP (ALL 12")

TRA N SPO RTA TIO N

POLE W/ 30' ARM

(314)

B-7

203

TESSON

1 - 3B W/BP (ALL 12") STEEL TRAFFIC SIGNAL

LOUIS,

SIGNAL EQUIPMENT TYPE

ST.

MAST ARM OR POST TYPE

SUITE

TYPE

11820

CONCRETE BASE

PREPARED BY:

BASE NO.

ROAD

SIGNAL BASE AND EQUIPMENT SCHEDULE

ACCESS ENG INEERING

3/27/2020

DOUBLE

(TOTAL HEIGHT 10')

1 - 3B W/BP (ALL 12") STEEL TRAFFIC SIGNAL

B-6

POLE W/ 24' ARM

1 - 34S W/BP (ALL 12") 1 - PUSH BUTTON

2 - 1S PED. (APRPOX. 16" x 18') ALUMINUM SIGNAL POST

C-3

1 - PUSH BUTTON

W/ SQUARE BASE PEDESTAL (TOTAL HEIGHT 10')

STEEL TRAFFIC SIGNAL

POLE W/ 38' ARM & B-9

ALUMINUM POST EXTENSION

1 - 4B W/BP (ALL 12") 2 - 3B W/BP (ALL 12") 1 - 33S W/BP (ALL 12") 2 - 1S PED. (APPROX. 16" x 18') 1 - PUSH BUTTON 1 - PTZ VIDEO SURVEILLANCE CAMERA

DESIGNED:

M.B. 2 - 1S PED. (APRPOX. 16" x 18') ALUMINUM SIGNAL POST

C-3

1 - PUSH BUTTON

DRAWN:

W/ SQUARE BASE PEDESTAL

S.B.

(TOTAL HEIGHT 7') CHECKED:

A.O. CONTROLLER, GROUND MOUNT

D-8PH W/ CONC. PAD

SHEET SEQUENCE:

ALUMINUM CABINET (55"H X 44"W X 26" D), W/ BATTERY BACKUP

45 OF 48

( NEW FLORI SSANT)

1 - PUSH BUTTON

W/ SQUARE BASE PEDESTAL

SI GNAL

C-3

RESURFACI NG IMPROVEMENTS

ALUMINUM SIGNAL POST

W WASHINGTON ASHI NGTON STREET STREET(B)

2 - 1S PED. (APRPOX. 16" x 18')

COUNTY PROJECT NO.

AR-1719 AR-1719

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

0 2 "

FEDERAL PROJECT NO.

STP-5598(609) STP-5598(609) E-W GATEWAY TIP NO.

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

6834H-21 6834H-21 SCALE IN FEET MSD: SCALE: 1" = 20'

1-1c#6(G), 1-2c#18(S), 1-5c#14, 3-7c#14, 4pr#24(S), IN 4"

N/A MSD BASE MAP:

xx 8J, 9J

1 - P.B.

EXIST. R/W

REVI SI ONS

S T

EXISTING CONDUIT (UIP)

JE 2

SIGNAL PULL BOX (T.B.R.) 1-1c#6(G), 1-4c#18(APS), 1-2c#18(S), 1-5c#14, 3-7c#14, IN 4" CONDUIT

2 0 '

1 - P.B.

0 '

R Y G 2 "

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

R Y G

2 0 ' 6 'x

0 ' 2

3/27/2020 EXISTING CONDUIT (TBA)

2 "

(314)

#2000172588

849-8445

63128

FERRY 203

TESSON

LOUIS,

E.B. - WASHINGTON ST.

W.B. - WASHINGTON ST.

N.B. THRU - RUE ST. JEAN ST.

S.B. THRU - RUE ST. JEAN ST.

SIGNAL PULL BOX (T.B.R.)

EXIST. R/W

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

EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, IF SHOWN ON THESE PLANS, SHALL BE CONSIDERED APPROXIMATE ONLY. VERIFICATION OF THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS, SHALL BE THE RESPONSIBILITY OF THE

RELOCATE EXISTING FIBER TO NEW PULLBOX

NEW POWER SUPPLY, 120/240W, ON WOOD UTILITY POLE EXISTING CONDUIT (UIP)

CONTRACTOR, AND SHALL BE VERIFIED PRIOR TO ANY GRADING, EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS.

CAUTION! EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT/CABLE

1c#6(P) IN 2" CONDUIT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR / DEVELOPER TO CONTACT ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC, 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 EVENT THE CONTRACTOR DAMAGES THE CONDUIT AND CABLE, REPAIRS SHALL BE MADE WITHIN 72 HOURS AT THEIR COST BY AN ELECTRICAL CONTRACTOR, AS DIRECTED BY ST. LOUIS COUNTY.

RELOCATE EXISTING FIBER TO NEW CONTROLLER

RESURFACI NG IMPROVEMENTS

CONTROLLER (T.B.R.)

12-2c#18(S), 3-5c#14, 12-7c#14, 1-4pr#24(S), EXIST. FIBER, IN 2-4" CONDUIT

W WASHINGTON ASHI NGTON STREET STREET(B)

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

( RUE ST.JEAN)

EXIST. R/W

TRA N SPO RTA TIO N

SIGNAL PHASING

SUITE

1-1c#6(G), 1-2c#18(S), 1-5c#14, 3-7c#14, IN 4" CONDUIT

11820

P.T.S.E.

ST.

PREPARED BY:

ROAD

1 - P.B.

AUTHORITY

6 'x

2 0 '

CERTIFICATE

LLC

6 'x

2-2c#18(S), 3-7c#14, IN 4" CONDUIT

DATE: 2 0 '

ENGINEERING

R Y G

6 'x

ENGINEERING

R Y G

7-2c#18(S), 2-5c#14, 6-7c#14, R Y G

R Y G

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

CIVIL

R Y G

Dani elW .Dr ei sewer d,P. E. ,PTOE Act i ng Di r ect or

R Y G

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

1-1c#6(G), 3-7c#14, IN 4" CONDUIT

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

PU BLIC W O RK S

2 0 '

SI GNAL PLAN

6 'x

1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT

ACCESS ENG INEERING

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

PRELI MI NARY NOT FOR CONSTRUCTI ON

PT Z

REV.DATE

1 - P.B.

6 'x

S T R E E 6 'x T 2

. S T

G T O N

3-2c#18(S), 1-5c#14, 3-7c#14, 1-4pr#24(S), EXIST. FIBER, IN 4" CONDUIT

EXIST. R/W

6 2 " 0 '

A S H

6' x

RELOCATE EXISTING FIBER TO NEW PULLBOX

2 "

APP.

6 "

P.T.S.E.

DESCRI PTI ON

CONDUIT

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

DESIGNED:

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST. LOUIS COUNTY TRAFFIC SIGNALS";

M.B.

DRAWN:

S.B.

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 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 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.

CHECKED:

A.O. SHEET SEQUENCE:

46 OF 48

COUNTY PROJECT NO.

AR-1719 AR-1719 FEDERAL PROJECT NO.

STP-5598(609) STP-5598(609) E-W GATEWAY TIP NO.

6834H-21 6834H-21 MSD:

N/A

TRAFFIC SIGNAL ITEMS QUANT.

MSD BASE MAP:

INDUCTION LOOP DETECTOR SCHEDULE

904-02.13

Signal Head, Type 3S

Ea.

904-05.43

Signal Head, Type 3B, Terminal Compartment, and Astro Bracket Mounting

Ea.

LOOP NO.

904-24.01

Signal Head, Type 1S, Pedestrian

Ea.

904-28.07

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

Ea.

904-29.14

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

Ea.

904-32.20

19' Pole, w/20' Mast Arm, Steel

Ea.

904-32.24

19' Pole, w/24' Mast Arm, Steel

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.

xx 8J, 9J

SIZE AND TYPE OF LOOP STANDARD

QUADRUPOLE

(3-TURNS)

(2-4-2)

CARD POSITION

CHANNEL

IN RACK

USED

(2) 6' x 20'

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

Ea.

904-49.51

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

and Relay Outputs

904-52.00

Conduit, 2"

L.F.

904-54.00

Conduit, 4"

L.F.

220

904-82.06

Cable, Power, #6 Gauge, 1 Conductor

L.F.

904-83.05

Cable, Signal, #14 Gauge, 5 Conductor

L.F.

410

904-83.07

Cable, Signal, #14 Gauge, 7 Conductor

L.F.

1420

904-84.00

Wire, Stranded Ground, #6 Gauge

L.F.

904-85.05

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

L.F.

210

904-85.06

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

L.F.

1690

904-85.18

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

L.F.

1130

904-85.34

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

L.F.

904-85.81

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

L.F.

180

905-86.01

Power Supply Assembly, on Wood Utiity Pole,120/240 Volt

Ea.

904-88.01

Pull Box, Single, Concrete

Ea.

904-88.02

Pull Box, Double, Concrete

Ea.

904-91.56

Base, Type B-6, Concrete

Ea.

904-91.73

Base, Type C-3, Concrete

Ea.

904-91.88

Base, Type D-8PH, Concrete

Ea.

904-95.30

Removal of Preformed Pull Box

Ea.

904-96.21

Removal of Concrete Controller

Ea.

904-97.20

Removal of Signal Equipment (Intersection)

Ea.

904-98.80

Relocation of Existing Fiber Optic Cable (Includes New Fiber Termination)

L.F.

140

PRELI MI NARY NOT FOR CONSTRUCTI ON

L.F.

Conduit, 1"

REV.DATE

Switch and Misc. Cables) 904-51.00

DESCRI PTI ON

UNIT

REVI SI ONS

DESCRIPTION

APP.

ITEM NO.

CARDS PROVIDED FOR FUTURE USE

OPEN SLOTS IN CARD RACK

1, 3, 5, 7

DATE:

B-6

POLE W/ 20' ARM

1 - 3B W/BP (ALL 12")

BOX NUMBER CONCRETE

2 - 3S W/BP (ALL 12")

1 - 3B W/BP (ALL 12")

STEEL TRAFFIC SIGNAL B-6

POLE W/ 24' ARM

PREFORMED

SINGLE

2 - 3S W/BP (ALL 12") 1 - 1S PED. (APRPOX. 16" x 18') 1 - PUSH BUTTON 1 - PTZ VIDEO SURVEILLANCE CAMERA 4

LLC AUTHORITY OF CERTIFICATE

ENGINEERING

AND QUANTI TY SHEET

SIGNAL EQUIPMENT TYPE STEEL TRAFFIC SIGNAL

CIVIL

(314)

#2000172588

849-8445

63128

FERRY 203

TESSON

LOUIS,

SUITE

PULL BOX SCHEDULE

SIGNAL EQUIPMENT TYPE

Dani elW .Dr ei sewer d,P. E. ,PTOE Act i ng Di r ect or

MAST ARM OR POST TYPE

PU BLIC W O RK S

TYPE

EQUI PM ENT/ M ATERI ALS

CONCRETE BASE

TRA N SPO RTA TIO N

BASE NO.

11820

SIGNAL BASE AND EQUIPMENT SCHEDULE

ST.

PREPARED BY:

ROAD

ACCESS ENG INEERING

3/27/2020

DOUBLE

2 - 3S W/BP (ALL 12")

POLE W/ 20' ARM

2 - 1S PED. (APRPOX. 16" x 18') 1 - PUSH BUTTON

ALUMINUM STEEL POST C-3

1 - PUSH BUTTON

W/ SQUARE PEDESTAL (TOTAL HEIGHT 7')

1 - 3B W/BP (ALL 12")

B-6

STEEL TRAFFIC SIGNAL

2 - 3S W/BP (ALL 12")

POLE W/ 24' ARM

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

CONTROLLER, GROUND MOUNT

D-8PH W/ CONC. PAD

ALUMINUM CABINET (55"H X 44"W X 26" D), W/ BATTERY BACKUP

DESIGNED:

M.B. DRAWN:

S.B. CHECKED:

A.O. SHEET SEQUENCE:

47 OF 48

( RUE ST.JEAN)

STEEL TRAFFIC SIGNAL

SI GNAL

B-6

RESURFACI NG IMPROVEMENTS

W WASHINGTON ASHI NGTON STREET STREET(B)

1 - 3B W/BP (ALL 12")

COUNTY PROJECT NO.

AR-1719 AR-1719 FEDERAL PROJECT NO.

STP-5598(609) STP-5598(609)

S T

EXISTING CONDUIT (UIP)

E-W GATEWAY TIP NO.

6834H-21 6834H-21 EXISTING FIBER IN NEW CONDUIT - SEE SIGNAL PLAN

MSD:

N/A MSD BASE MAP:

xx 8J, 9J

S T

SIGNAL PULL BOX (T.B.R.)

EXISTING CONDUIT (TBA)

100

REVI SI ONS

EXIST. R/W

300

200

SIGNAL PULL BOX (T.B.R.)

REV.DATE

SCALE IN FEET SCALE: 1" = 100'

CONTROLLER (T.B.R.)

G T O N S T R E E T

DATE:

FACILITIES, STRUCTURES AND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS, SHALL BE THE RESPONSIBILITY OF THE

EXISTING CONDUIT (UIP)

CONTRACTOR, AND SHALL BE VERIFIED PRIOR TO ANY GRADING, EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS.

CAUTION! EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT/CABLE IT IS THE RESPONSIBILITY OF THE CONTRACTOR / DEVELOPER TO CONTACT ST. LOUIS COUNTY DEPARTMENT OF HIGHWAYS AND TRAFFIC, DIVISION OF OPERATIONS (SIGNALS SECTION) AT (314) 615-0215 A

SIGNAL PULL BOX (T.B.R.)

MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION WORK FOR LOCATING AND SPOTTING EXISTING TRAFFIC SIGNAL CONDUIT. IN THE EVENT THE CONTRACTOR DAMAGES THE CONDUIT AND CABLE, REPAIRS

EXISTING CONDUIT (UIP)

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

TRA N SPO RTA TIO N

AUTHORITY OF CERTIFICATE

ENGINEERING

I TS LAYOUT

VERIFICATION OF THE LOCATIONS OF ALL EXISTING UNDERGROUND

CIVIL

#2000172588

849-8445

203

(314)

TESSON

SUITE

LOUIS,

11820

FERRY

63128

ROAD

SHOWN ON THESE PLANS, SHALL BE CONSIDERED APPROXIMATE ONLY.

RESURFACI NG IMPROVEMENTS

EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, IF

W WASHINGTON ASHI NGTON STREET STREET(B)

IS N E S A W N T

EXISTING FIBER IN NEW CONDUIT - SEE SIGNAL PLAN

ST.

PREPARED BY:

SIGNAL PULL BOX (T.B.R.)

LLC

3/27/2020

Dani elW .Dr ei sewer d,P. E. ,PTOE Act i ng Di r ect or

PU BLIC W O RK S

A S H

ACCESS ENG INEERING

PRELI MI NARY NOT FOR CONSTRUCTI ON

EXISTING CONDUIT (UIP)

RELOCATE EXISTING FIBER TO NEW CONTROLLER

DESCRI PTI ON

EXIST. R/W

APP.

EXISTING FIBER IN NEW CONDUIT - SEE SIGNAL PLAN

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

SIGNAL PULL BOX (T.B.R.)

DESIGNED:

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST. LOUIS COUNTY TRAFFIC SIGNALS";

M.B.

DRAWN: RELOCATE EXISTING FIBER TO NEW CONTROLLER

S.B.

THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED. THE TRAFFIC SIGNAL DETAIL DRAWINGS ARE AVAILABLE AT:

SIGNAL PULL BOX (T.B.R.) EXISTING FIBER IN NEW CONDUIT - SEE SIGNAL PLAN

A.O.

WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDDRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE STANDARD DRAWINGS ERRATA SHEET TO ENSURE THEIR SET 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.

CHECKED:

EXISTING CONDUIT (UIP)

SHEET SEQUENCE:

48 OF 48