Washington Street Improvements Right-of-Way Plans by STLCOGOV

COUNTY PROJECT NO.

AR-1719 Existing property and right of way information was provided by

FEDERAL PROJECT NO.

STP 5598(609)

St Louis County Department of Transportation. The proposed

RIGHT PRELIMINARY OF WAY PLANS PLANS

easements and right of way shown hereon are based on said

E-W GATEWAY TIP NO.

provided documentation. No review has been made relative to

6834H-21

the accuracy of the provided information. These plans do not

MSD:

20MSD-00206

constitute a boundary survey that meets the Missouri standards for property boundary surveys.

WASHINGTON STREET RESURFACING

MSD BASE MAP:

A W

TO BE REMOVED AND REPLACED BY OTHERS

500

80 + 00

1,500

1,000

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

ADJUST TO GRADE

(A.T.G)

STA 86+50.00

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

END PROJECT

TO BE ABANDONED AND FILLED

(T.B.A.&F.)

SCALE IN FEET

RELOCATE

(RELOC.)

SCALE: 1" = 500'

FATIMA CT

PROJECT SPECIFIC INFORMATION

DESIGN CRITERIA

LENGTH OF PROJECT

3+00.35

DESIGN YEAR:

2036

END OF PROJECT

STA.

86+64.13

CURRENT ADT (YEAR):

9050

APPARENT LENGTH

8,363.78

FEET

EQUATIONS AND EXCEPTIONS

FEET

TOTAL CORRECTIONS

FEET

DIRECTIONAL DISTRIBUTION (D) =

NET LENGTH OF PROJECT

8,319.88

FEET

TRUCK PERCENTAGE (T) =

NO CONSTRUCTION BETWEEN 43.9

FEET

DESIGN ADT (YEAR):

9141

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

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

DESIGN SPEED (V) =

R D

E L I Z A B E T H

NET LENGTH OF PROJECT

1.576

MILES

MILES AI RPO

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.

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. RECORD NUMBER:

170

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

T AN

DATE

SS I

PROJECT SPECIFIC STATE PLANE INDEX POINT:

RY FER

1.576

SIGNED P.E.

S L L A H

FEET

R FL O

FEDERAL LENGTH

8,319.88

W NE

STATE LENGTH

EDSI USED THE STATE PLANE NAD83, ZONE 2401, MO EAST GRID COORDINATE SYSTEM. THIS COORDINATE SYSTEM WAS CONVERTED TO A SLCDOT LOCAL COORDINATE ZONE USING THE FOLLOWING DATA AS PROVIDED BY SLCDOT:

orsurvey

partofthe engi neeri ng proj ect

367

W E N

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

N IE R

HO W

POSTED SPEED (V) = WASHINGTON ST:

A R B O

SURVEY DATA WAS OBTAINED WITH A TRIMBLE SX-10 TOTAL STATION AND A TRIMBLE R10 GPS RECEIVER, USING RTK CORRECTIONS FROM THE MODOT VRS NETWORK. DATA WAS PROCESSED WITH TRIMBLE BUSINESS CENTER SOFTWARE TO CONFIRM POSITIONAL ACCURACY OF THE DATA.

STA.

E AV

PROJECT ELEVATIONS ARE RELATED TO NAVD88. ADD 0.41 TO PROJECT ELEVATIONS TO RELATE THE PROJECT TO NGVD29.

BEGINNING OF PROJECT

SP MO EAST N=328,449±E=264,735±METER ESTIMATED ROUGH NAD83 LAT=38.792845°±(N/+) LONG=90.330384°±(W/-)

MINOR ARTERIAL

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.

Y FERR

4238 NAVD88(SLC2011A) ELEV. = 557.27 FT US SQUARE ON A CONCRETE TRAFFIC SIGNAL BASE; 25 FEET NORTH OF THE CENTERLINE OF WASHINGTON STREET AND 17 FEET WEST OF ST. JEAN STREET.

WASHINGTON ST:

WASHINGTON ST

LOCATOR MAP

S L LD HAL O

SP MO EAST N=328,041±E=265,214±METER ESTIMATED ROUGH NAD83 LAT=38.789158°±(N/+) LONG=90.322784°±(W/-)

FUNCTIONAL CLASSIFICATION:

88 + 20

MSD CERTIFICATION

PROJECT BENCHMARKS: 4357 NAVD88(SLC2011A) ELEV. = 578.60 FT US CUT “L”ON THE EASTERN MOST CORNER OF THE CONCRETE BASE OF RAISED METAL TRAFFIC SIGNAL 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.

85 + 00

DE RS HE LL

ADJUST TO GRADE BY OTHERS

ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON THIS SITE MAY REQUIRE ADDITIONAL STORMWATER MANAGEMENT PER MSD REGULATIONS IN PLACE AT THE TIME (INCLUDING TOTAL LAND DISTURBANCE AND/OR IMPERVIOUSNESS ADDED ON THIS PLAN, 20MSD-00206)

N.T.S.

20MSD-00206

TI TLE SHEET

(T.B.R.&R.)

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

(U.I.P.)

TO BE REMOVED AND REPLACED

7/14/2021

ROW PLANS

USE IN PLACE

E K A

RH DE

RESURFACI NG

(T.B.A.)

DATE:

PROJECT DISTURBANCE = 0.737 ACRES PROJECT RUNOFF DIFFERENTIAL = 0.47 CFS

W ASHI NGTON STREET

TO BE ABANDONED

75 + 00

(T.B.R.)

PU BLIC W O RK S

R.E.

TO BE REMOVED

RESIDENTIAL ENTRANCE

STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE:

F. 636 537 0275

N A C.E.

S A

COMMERCIAL ENTRANCE

70 + 00

P.R.W.E.

PERMANENT RETAINING WALL EASEMENT

Chest er f i el d,M i ssour i63017

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

AND SEWER EASEMENT

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

E K A H R DE

PERMANENT ROADWAY IMPROVEMENT,

TRA N SPO RTA TIO N

S A

65 + 00

WASHINGTON ST CROSS SECTIONS

D R

C 20

RFO RD DR W AT E

IN G T O N

P UM CL

60 + 00

A SH 36

W 50

55 + 00

i ntended to be used f orany

A U BU

l i mi ted to the desi gn aspectsof

T. 636 537 5585

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

R D

authori zed by m y sealare

ST CH O N

docum entsi ntended to be

N L A IL L

ST E LLO C A ST

50 + 00

docum entsrel ati ng to or

WASHINGTON ST CROSS SECTIONS

Property i nf orm ati on,orother

36- 146

Esti m ates,Reports,Surveys,

COORDINATE SHEET

Draw i ngs,Speci f i cati ons,

33-35

REV.DATE

DRIVEWAY PROFILES

D AR H C OR

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

MAINTENANCE AND UTILITY SIDEWALK

22-32

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY EASEMENT

ROW PLAN SHEET

P.F.E.

4 5 +0 0

ST E B OON

ST RK

Y E TT LA F A

CLA

P.T.S.E.

PERMANENT FOOTING EASEMENT

4 -21

PERMANENT TRAFFIC SIGNAL EASEMENT

T.S.C.L.

N O R TH

TEMPORARY SLOPE AND CONSTRUCTION LICENSE

4 0 + 0 0

N OR T

P.S.E.

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

PERMANENT SIDEWALK EASEMENT

N EW E R LY

P.D.E.

35 + 0 0

FOR M

SIGN

30 + 0 0

RAILROAD

PERMANENT DRAINAGE EASEMENT

SUMMARY TYPICAL SECTIONS OF QUANITITES

2 5 + 0 0

S ST RU E

GUARDRAIL

2 -3

2 0 + 0 0

N OR T

FENCE (DESIGNATE TYPE)

CQ U E

TREE/VEGETATION LINE

K OC BL

ST .J A

ST .JE A RU E

TREE OR SHRUB (DESIGNATE DIA. & TYPE)

63031-63033

AH AM

ST .P I E RU E

CONSTRUCTION LIMITS (C.L.)

TITLE SHEET

1 5 + 0 0

E-ELECTRIC

1 0 + 0 0

RRE

T-TELEPHONE/CATV G-GAS

DESCRIPTION

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

Ihereby speci f y thatthe

STA 3+23.80 RIGHT-OF-WAY NEW

DI SCLAI M ER OF RESPONSI BI LI TY

BEGIN PROJECT

SYMBOLOGY

DESCRIPTION

responsi bi l i ty f oral lother

INDEX OF SHEETS

thi ssheet,and Ihereby di scl ai m

PROJECT LIMITS

GENERAL LEGEND

7/14/2021

DESCRI PTI ON

FEDERAL PROJECT NO. STP 5598(609) 5598(608)

REVI SI ONS

PLS-2007000085

APP.

ST. LOUIS COUNTY PROJECT NO. AR-1719

CHARLES EDWIN QUINBY JR.

NOT FOR CONSTRUCTION

8J, 9J

APPROVED: M.S.D. BASE MAP: REVIEW ENGINEER: APPROVAL DATE:

8J, 9J Stephanie Leon Streeter, PE Acting Director

DESIGNED:

GDO

Jason Welker DATE: 8/25/2020

07/15/21

DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

OF 146

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

COUNTY PROJECT NO.

STP 5598(609)

21.375'

35.0'

8J, 9J

1.5%

5.0' 5.0'

NEW SW

EXIST. CURB (U.I.P.)

1-3/4" SP125 BASE COURSE

EXIST. ASPHALT PAVEMENT

4" TYPE 5 AGGREGATE

EXIST. CURB (U.I.P.)

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'

12.75'

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

DATE:

7/14/2021

EXIST. CURB (U.I.P.)

1-3/4" SP125 BASE COURSE

T. 636 537 5585

11.0'

DI SCLAI M ER OF RESPONSI BI LI TY

21.375'

EXIST. ROW

WASHINGTON ST 21.375'

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

WASHINGTON ST STA 29+24.60 TO STA 31+15.96

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

WASHINGTON ST STA 10+80.41 TO STA 12+92.07

EXIST. ROW

NEW SW 15.4'

15.5'

3" MILL

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

EXIST. ROW

21.375'

VARIES T.S.C.L. SEE PLANS

EXIST. SW

* STATION 10+81.90 TO STA 12+25.00 SHALL HAVE A SIDEWALK CROSS SLOPE OF -1.5%

WASHINGTON ST

4.0'

1.0' P.S.E.

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:

GDO

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.

TYPI CAL SECTI ONS

4.0'

TRA N SPO RTA TIO N

3.5'

RESURFACI NG

12.75'

W ASHI NGTON STREET

11.0'

Chest er f i el d,M i ssour i63017

21.375'

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

1-1/4" SP95 SURFACE COURSE

PU BLIC W O RK S

EXIST. CURB (U.I.P.)

MATCH EXIST BACK OF WALK

5.0'

NEW SW

EXIST. CURB (U.I.P.)

REVI SI ONS

4" TYPE 5 AGGREGATE

orsurvey

1.5%

NOT FOR CONSTRUCTION

NEW 5'W 4" CONC SDWLK

1.5%

partofthe engi neeri ng proj ect

3" MILL

MSD BASE MAP:

i ntended to be used f orany

VARIES T.S.C.L. SEE PLANS

docum entsrel ati ng to or

EXIST. SW

Property i nf orm ati on,orother

TREE LAWN

20MSD-00206

1.0' P.S.E.

Esti m ates,Reports,Surveys,

4.0'

Draw i ngs,Speci f i cati ons,

TREELAWN

3.75'

F. 636 537 0275

3" MILL

12.5'

11.5'

responsi bi l i ty f oral lother

MATCH EXIST BACK OF WALK

12.0'

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

MATCH EXIST BACK OF WALK

MSD:

5.0'

thi ssheet,and Ihereby di scl ai m

TREE LAWN

13.0'

l i mi ted to the desi gn aspectsof

EXIST. SW

11.0'

6834H-21

ROW PLANS

3.75'

E-W GATEWAY TIP NO.

authori zed by m y sealare

4.0'

NEW 5'W 4" CONC SDWLK

21.375'

DESCRI PTI ON

2.1'

NEW 5'W 4" CONC SDWLK

FEDERAL PROJECT NO.

docum entsi ntended to be

21.375'

WASHINGTON ST

APP.

VARIES T.S.C.L. SEE PLANS

EXIST. ROW

WASHINGTON ST

AR-1719

EXIST. ROW

Ihereby speci f y thatthe

EXIST. ROW

SHEET SEQUENCE:

OF 146

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

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

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

EXIST. ROW

MSD:

20MSD-00206

EXIST. ROW

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

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

NEW 5'W 4" CONC SDWLK

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

1.5%

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:

7/14/2021

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 EXIST. ROW 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

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

VARIES 20.0'-42.9'

EXIST. ROW

WASHINGTON ST

STA 34+73.37 TO STA 42+60.96

WASHINGTON ST

T. 636 537 5585

WASHINGTON ST STA 61+56.60 TO 71+09.00

WASHINGTON ST

EXIST. ROW

1-3/4" SP125 BASE COURSE

TRA N SPO RTA TIO N

EXIST. ASPHALT PAVEMENT

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.

RESURFACI NG

EXIST. CURB

1-1/4" SP95 SURFACE COURSE

4" TYPE 5 AGGREGATE

W ASHI NGTON STREET

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

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

21.375'

VARIES 30.0' TO 19.9'

TYPI CAL SECTI ONS

21.375'

30.0'

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

PU BLIC W O RK S

EXIST. ROW

WASHINGTON ST

F. 636 537 0275

EXIST. ROW

orsurvey

WASHINGTON ST

partofthe engi neeri ng proj ect

REV.DATE

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

DI SCLAI M ER OF RESPONSI BI LI TY

1-3/4" SP125 BASE COURSE

EXIST. ASPHALT PAVEMENT

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

l i mi ted to the desi gn aspectsof

EXIST. CURB

i ntended to be used f orany

4" TYPE 5 AGGREGATE

docum entsrel ati ng to or

REVI SI ONS

RAIL

Property i nf orm ati on,orother

RAIL

1.5%

NOT FOR CONSTRUCTION

NEW 6'W 4" CONC SDWLK

Esti m ates,Reports,Surveys,

4.0'

Draw i ngs,Speci f i cati ons,

14.2'

Chest er f i el d,M i ssour i63017

EXIST. SW

15.3'

responsi bi l i ty f oral lother

VARIES T.S.C.L. SEE PLANS

5.0' 3" MILL

30.0'

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

NEW SW * MATCH EXIST BACK OF CURB

30.0'

1.0' P.S.E.

thi ssheet,and Ihereby di scl ai m

6.0'

ROW PLANS

15.0'

8J, 9J

authori zed by m y sealare

15.9'

MSD BASE MAP:

DESCRI PTI ON

21.375'

docum entsi ntended to be

21.375'

6834H-21

APP.

WASHINGTON ST

Ihereby speci f y thatthe

EXIST. ROW

GDO DRAWN:

AMA

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

CHECKED:

STS 0

SHEET SEQUENCE:

OF 146

SCALE IN FEET

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

COUNTY PROJECT NO.

AR-1719

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

FEDERAL PROJECT NO.

STATEMENT OF STATE PLANE COORDINATES TIE:

STP 5598(609) CONVERSION BETWEEN STATE PLANE AND LOCAL COORDINATES: THE LOCAL PROJECT COORDINATES IN FEET ARE INDEXED TO MISSOURI COORDINATE SYSTEM OF 1983 EAST ZONE NAD83 CORS-2010) METRIC COORDINATES AT THE FOLLOWING INDEX POINT, WHICH IS NOT PHYSICALLY MONUMENTED:

E-W GATEWAY TIP NO. 0

6834H-21 MSD:

20MSD-00206

SCALE IN FEET

MO EAST ZONE COORD: NORTH (Y)=328000 METERS EAST (X)=264000 METERS LOCAL PROJECT COORD: NORTH (Y)=30000 US SURVEY FEET EAST (X)=30000 US SURVEY FEET

8J, 9J

S57°50'36"E 3193.66'

1+00

2+00

89°44'35" CONC

3+00

BEGIN RESURFACING STA 3+23.80

FOUND IRON ROD S84°49'46"E 0.09'

(A.T.G.)

6 9 ° 2 36 7 .7 '5 6 5" ' E

LOC# 08J410055

NO ACQUISITIONS

' 0 4 . 1' ' 0 11 .0 6 .0 = 2 L = 27 L = D A R

LOC# 08J410033

DB 6648 PG 1172

A CQU ISITION S

300 WASHINGTON STREET

N\F JAMES V. JR. & MARTHA K. CARROLL

DB 11093 PG 1301

P L

(U.I.P.)

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

S51 °37' 25" E 21 . 25' 2 L3 L L1

08J1-158D

59"W S31°53'

' 70 7.

NO ACQUISITIONS

105 T.S.C.L.

321.85'

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

59"W S31°53'

P L

"W 20 '

S52°23 ' 28" E 1 49. 87'

NO ACQUISITIONS

N54°26'12"W 1.30'

N\F R I C HA R DDE P OS K I 2 8 0WA S HI NGT ONS T R E E T DB1 4 4 2 0P G4 9 6 L OC #0 8 J 4 1 0 0 8 8

59"W S31°53'

S52°23 ' 28" E 23. 60' 1 8. 32'

FOUND CONCRETE MONUMENT

108

103

80.00'R 80.16'C

ASPH

4° S0

57 3. 36

P.S.E. N31°53'25"E 3.39'

104

FOUND IRON PIPE

ST.P IER R E

P L

"W 46 '

NO ACQUISITIONS

3.08'

S57°50'36"E 322.42'

80.00'R 81.05'C

FOUND IRON ROD

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

L OC #0 8 J 4 1 1 0 8 9

N38°22'35"E

EXIST ROW

U POLE

SET IRON ROD W\CAP

S86°13'44"E 0.24'

4° S0

RON ROD FOUND I 09' E 0. 38" S76°27'

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

102

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

BEGIN MILL AND OVERLAY AT EDGE OF CONCRETE PAVEMENT.

orsurvey

partofthe engi neeri ng proj ect

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

5+00

(U.I.P.)

S31°53'59"W 1.37'

P L

121 (U.I.P.)

U POLE(U.I.P.)

120

EXIST CONC CURB

4+00

75' E 42. 23" S58°36'

158.04'

112.81'

118

(T.B.R.)

EXIST CONC CURB

23.50'

117

EXIST BOULDER

08J1-081S

S57°58'05"E 297.24' j

113

F. 636 537 0275

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

C.L. SEE CURB RAMP DETAIL A

105+00

( 1 OF 18)

111

(U.I.P.)

S57°50'36"E 322.42' 53.83'R

104+00

PU BLIC W O RK S

53.83'R

(U.I.P.) WV

ENLARGED DETAIL A WASHINGTON ST SEE THIS SHEET

WM (U.I.P.)

j j

(U.I.P.)

S57°50'36"E 15.00' EXIST ROW L7 (U.I.P.) WM 29.96' 4.45'

ASPH

S57°50'36"E 38.79'

ROW PLAN SHEET

STA 3+00.35

(A.T.G.)

ADOPTED

7/14/2021

Chest er f i el d,M i ssour i63017

1 0 3+ 0 0

C.L.

119

DATE:

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

BEGIN PROJECT

FOUND STONE

116

ASPH

TRA N SPO RTA TIO N

U POLE

(U.I.P.)

T.S.C.L.

T. 636 537 5585

(U.I.P.)

S58°00'40"E 4.52'

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

HYD

docum entsi ntended to be

REV.DATE

75' E 42. " 01 S58°06' j

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

P. S. E.

50. 37'

SEE CURB RAMP DETAIL B

0+00

112 L9

(A.T.G.)

50. 37' S52°23 ' 28" E 1 49. 87'

100

114

EXIST PB

DI SCLAI M ER OF RESPONSI BI LI TY

59"W S31°53'

(U.I.P.) RON ROD FOUND I ' 31 E 0. 38" N63°08'

N56°11'33"E 0.50'

(U.I.P.)

RAD=27.00'

115

RESURFACI NG

30. 81 '

ASPH

122

W ASHI NGTON STREET

08J1-268D L=26.01'

(U.I.P.)

S58°06'01"E 14.83'

R STAI

103.10'

R 161.29'

25"E 158.00' N31°53'

(U.I.P.) WV

LOC# 08J410121 COMMITMENT# XX-XXXXXX-XXX

S57°58'05"E

LOC# 08J410132 COMMITMENT# XX-XXXXXX-XXX

BK 23198 PG 2473

BK 23420 PG 120

08J1-159D

FOUND CUT CROSS j

N\F TIPTON, MARCUS L. 317 WASHINGTON STREET

301 WASHINGTON STREET

MODULAR BLOCK W ALL

FOUND CUT CROSS 5' 1 E 0. 54" N36°48'

N\F CANTON CONSTRUCTION LLC

12.28'

FOUND CUT CROSS 5' 1 E 0. 57" N57°23'

59"E 42.75' N31°53'

3 7 .2 8 '

L OC #0 8 J 4 1 1 1 1 1

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

P L

" E

NO ACQUISITIONS

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

P L

' 15 4. 16

'1 4

NO ACQUISITIONS

25"E 153.16' N31°53'

NO ACQUISITIONS 14

NO ACQUISITIONS

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

P L

27 '

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

S 14

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

4° N0

FOUND SURVEY NAI L MARKER N62°03' 41 " E 0. 1 3'

25"E 14 8.31' N31°53'

MATCHLI NE C.L.STA 5+00 = S.W .STA 105+00

S.F.

EX.12.1%

7,968

REMAINING:

S.F.

PROP.16.1%

S.F.

509 8.641

STA 4+96.16 9.25'W R.E.

N32°09' 24"E 25.48'

TSCL:

P L

S.F.

59"W S31°53'

115

PSE:

STA 4+42.45 EX.8.6% 9.5'W R.E. PROP.11.4%

S.F

59"E 148.27' N31°53'

7,968

EXIST. PROPERTY:

N/F HA R T MA NN, MA T T HE W AND MICHELLE DB. 18747/1055

REMAINING:

i ntended to be used f orany

TSCL:

S.F

docum entsrel ati ng to or

8,641

Property i nf orm ati on,orother

EXIST. PROPERTY:

NOT FOR CONSTRUCTION

9 T 5 O L

Esti m ates,Reports,Surveys,

S.F.

Draw i ngs,Speci f i cati ons,

S.F.

responsi bi l i ty f oral lother

308 8,639

thi ssheet,and Ihereby di scl ai m

REMAINING:

DESCRI PTI ON

THERE IS NO ROTATIONAL DIFFERENCE BETWEEN THE STATE PLANE AND THE LOCAL COORDINATE SYSTEMS. BASIS OF BEARINGS FOR BOTH COORDINATE SYSTEMS IS MISSOURI COORDINATE SYSTEM OF 1983 EAST ZONE GRID NORTH.

S.F

REVI SI ONS

TSCL:

7/14/2021

8,639

EXIST. PROPERTY:

DISTANCE FEET = (DISTANCE METERS)X[(39.37 IN/METER) / (12 IN/FT)]

APP.

STATE PLANE GRID DISTANCE = FULL SCALE GROUND DISTANCE X GRID FACTOR

Ihereby speci f y thatthe

PROJECT COMBINED STATE PLANE GRID FACTOR = 0.99991662

PLS-2007000085

MSD BASE MAP:

SCALE: 1" = 20'

ROW PLANS

CHARLES EDWIN QUINBY JR.

101

FOUND STONE

106 LINE TABLE FOUND CUT CROSS N45°45'27"E 0.16'

110

S57°58'05"E 10.00'

107 109

ENLARGED PLAN A

ADOPTED

CURVE TABLE

L1:

S51°37'25"E

10.23'

L2:

S62°56'01"E

5.29'

L3:

S52°23'28"E

2.81'

L4:

N32°09'24"E

13.37'

L5:

S31°53'59"W

15.41'

L6:

S32°09'24"W

15.42'

L7:

N32°09'24"E

2.00'

L8:

N31°53'59"E

2.00'

L9:

S58°00'40"E

14.98'

C1:

R=27.00 LN=10.99

LEGEND

CL=10.91 CB=N69°37'37"W C2: R=27.00 LN=3.63 CL=3.62 CB=N85°07'57"W

HARRI SON

AVE

SIDEWALK REMOVAL

DESIGNED:

GDO DRAWN:

AMA

TYPE 'C' ASPHALT CHECKED:

TEMPORARY EASEMENT PERMANENT EASMENT

STS SHEET SEQUENCE:

OF 146

1"=10'

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

E 59" °53' N31 COUNTY PROJECT NO.

81.42' j

PE RON PI FOUND I 64' E 0. " 01 S58°06'

PE RON PI FOUND I 07' W 0. " 01 N58°06'

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

6834H-21 MSD:

20MSD-00206

S.F.

LOC# 08J410110 COMMITMENT# XX-XXXXXX-XXX

SCALE IN FEET SCALE: 1" = 20'

LOT 2

LOT 1

N\F PATRICK L. & MARY a. MCKEEHAN 445 WASHINGTON STREET

30"

(U.I.P.)

STUMP STUMP

(U.I.P.)

36"

ASPH

(U.I.P.)

150.00'R 149.99'S

N57°50'36"W 08J4-002D 29.03' (U.I.P.) 108+00

150

SEE CURB RAMP DETAIL C

(A.T.G.) SIGNAL

EXIST PB

POLE

S57°50'36"E 3193.66'

(T.B.R.)

EXIST ROW

FOUND IRON PIPE N32°09'24"E 0.33'

(A.T.G.) FOUND IRON PIPE N66°11'05"E 0.35'

SEE CURB RAMP DETAIL D

EXIST CONC CURB

(U.I.P.)

08J4-002S

(A.T.G.)

8+00

U POLE

9+00

EXIST CONC CURB

FOUND DRILL HOLE N32°09'24"E 0.04'

(RELOC)

S57°50'36"E 310.63' 161.46'

T.S.C.L.

C.L.

EXIST PB

N57°50'36"W 310.60'

42" CHAIN LINK FENCE

S57°50'36"E 5.00'

CONTROLLER

N\F ST. FERDINAND ACADEMY

(T.B.R.) 08J4-003D

(U.I.P.)

300 RUE ST. JEAN STREET

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

CITY DB 256 PG 272

ROW

LOC# 08J130830 COMMITMENT# 18-225825-KEE

EXI ST

59"W S31°53'

ROW

LOC# 08J130951

EXIST SIGNAL

59"W S31°53'

DB 17579 PG 2593

(520' - T.B.R.&R.)

SEE ENLARGED DETAIL D THIS SHEET

EXIST. PROPERTY:

100,152

S.F

PRIMUSSE:

261

S.F.

PSE:

310

S.F.

TSCL:

1,553

S.F.

100,152

S.F.

REMAINING:

139 140

154

152 P.T.S.E.

153

S57°50'36"E 13.68'

S57°50'36"E 310.63'

HARRISON AVE

LEGEND PROPOSED MILL AND OVERLAY/ ASPH PAVEMENT

PROPOSED CONC. SIDEWALK SIDEWALK/PVMT. REMOVAL

j 142

R.O.W.

SET CUT CROSS

141

T.S.C.L. j

N57°50'36"W 16.77'

ENLARGED PLAN B

P.S.E. P.T.S.E.

S31°53'59"W 1.00'

FULL DEPTH REPAIR

T.S.C.L.

158

P.R.I.M.U.S.S.E. PARTIAL DEPTH REPAIR

N57°50'36"W 309.11' S31°53'59"W 5.00'

208+00

N57°50'36"W 310.60'

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

T.S.C.L.

FOUND STONE ADOPTED

59"W S31°53' 14.34'

143

59"E 25.50' N31°53'

"E 28 ' 56 6° 8 S

SET CUT CROSS

12.03'

138

59"W S31°53'

2.00' N31°53' 59"E 3.50'

j 3' 4 . 3 1

6/1/2022

210+00

(T.B.R.)

ST.JEA N

322.42'

P L

N\F DON WADDINGTON 359 RUE ST. JEAN STREET

EXIST ROW

AND MAST ARM

(T.B.R.)

SEE CURB RAMP DETAIL E

162.84'

P.S.E.

209+00

EXIST SIGNAL POST

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

NO ACQUISITIONS

N57°50'36"W 309.11'

208+00

RU E

STA 5+36.48 BEGIN ROLLED CURB AND GUTER

U POLE (U.I.P.)

S57°50'36"E 687.50'

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

DATE:

10+00

(U.I.P.)

W/ DROP

S57°50'36"E 42.75'

(U.I.P.)

59"W S31°53'

174.18'R 174.17'S

STUMP

SET IRON ROD W/ CAP

(U.I.P.)

EXIST CONC CURB

DB 11093 PG 1301

20"

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

5 "

7+00

318 WASHINGTON STREET

STUMP

(U.I.P.)

S57°50'36"E 324.16'

160.42'+/-R 161.21'C

EVELYN LOUISE DARROUGH TRUSTEE

(U.I.P.)

12.32'

(U.I.P.)

(T.B.R.)

WASHINGTON ST

EXIST ROW

N\F

12"

TRA N SPO RTA TIO N

24"

DI SCLAI M ER OF RESPONSI BI LI TY

R 110.00'

30"

8 R STAI

30"

(U.I.P.)

N57°50'36"W 63.76'

30"

(U.I.P.)

30"

148

(U.I.P.)

NO ACQUISITIONS

P L

59"W S31°53'

ROW

107+00

U POLE

LOC# 08J410033

59"W S31°53'

EX.12.5%

EXI ST

S4 2° 48 ' 27 30 " . 09' E

7.81' j

EXIST CONC CURB

S57°50'36"E 322.42'

80.00'R 80.16'C

LOC# 08J130995

NO ACQUISITIONS

08J1-160D EXIST

STA 5+59.07 6+00 END ROLLED CURB AND GUTER

TO 4' SW

C.L.

(T.B.R.)18"

S57°50'36"E 60.14'

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

144

S57°50'36"E 42.75'

137

132

(U.I.P.)

STA 105+32.61

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

T.S.C.L.

1 8" MUL TI TRUNK

147

135

131

5+00 BEGIN 5' SW TAPER

(U.I.P.)

(T.B.R.) P.T.S.E.

126 124

EXI ST

P L

AND MAST ARM

C.L.

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

80.40'R 80.53'S

128

S.F.

DB 22554 PG 2821

T. 636 537 5585

106+00

16,499

REMAINING:

425 RUE ST. JACQUES STREET

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

105+00

HYD

(U.I.P.)

EXIST SIGNAL POST

80.40'R

S57°50'36"E 322.42'

(U.I.P.)

S57°50'36"E 37.54'

SEE ENLARGED DETAIL B THIS SHEET

53.83'R WM

S.F.

17.35' 145

S57°50'36"E 45.49' EXIST ROW

541

S19°51'33"E

146

TSCL:

N\F SHAUN & NIKKI MOHRMANN

(U.I.P.)

136

CONC

130

S.F.

P.S.E.

S77°06'37"W 7.30'

W ASHI NGTON STREET

S57°50'36"E 27.99'

113

MATCHLI NE C.L.STA 10+00 = S.W .STA 210+00

127

PRIMUSSE:

ASPH

S.F

EXIST TREES

S58°00'40"E 3.73'

(U.I.P.) STA 105+63.08 END 4' SW TAPER TO 5' SW

16,499

EXIST. PROPERTY:

S57°50'36"E 15.47'

59"E N31°53' 17.19'

TREE

PROP.15.9%

133

LOC# 08J410022

9 °

C.O.

S58°00'40"E 14.77'

(D.N.D.)

LOC# 08J410978 COMMITMENT# 18-225824-KEE

24"W S32°09' 24.39'

129

EXIST. MODULAR BLOCK WALL

DB 12299 PG 2255

134

STA 6+30.17 8.5'W R.E. L6

(U.I.P.)

LOC# 08J410967 COMMITMENT# XX-XXXXXX-XXX

TREE

(U.I.P.)

59"W S31°53'

EX.6.6%

STA 5+48.42 13.0'W R.E.

125

S31°53' 59"W 27.55'

MATCHLI NE C.L.STA 5+00 = S.W .STA 105+00

T. S. C. L. L1

PROP.4.0%

59"W S31°53'

BK 23463 PG 605

123

N\F CAROL F. HEGGER 401 RUE ST. JEAN STREET DB 17348 PG 2326

N\F THOMASSON JOSEPH D 349 WASHINGTON STREET

P L

ROW

orsurvey

12,942

partofthe engi neeri ng proj ect

REMAINING:

S.F.

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

217

ROW PLAN SHEET

163 S.F.

TSCL: S.F.

12,916

REMAINING:

BK 24444 PG 2302

P.T.S.E.:

REV.DATE

S.F.

12,942

R 110.00'

606

TSCL:

S.F

EXIST. PROPERTY:

59"W S31°53'

S.F

59"W S31°53'

N\F STEFANIE MESSMER 333 WASHINGTON STREET

12,916

160.76'

EXIST. PROPERTY:

( 2 OF 18)

P L

i ntended to be used f orany

6/1/2022

docum entsrel ati ng to or

Property i nf orm ati on,orother

14.32'

PU BLIC W O RK S

24.34'

S32°09'24"W

NOT FOR CONSTRUCTION

N32°09'24"E

L8:

Esti m ates,Reports,Surveys,

L7:

PLS-2007000085

Draw i ngs,Speci f i cati ons,

26.38'

responsi bi l i ty f oral lother

S31°53'59"W

F. 636 537 0275

L6:

Chest er f i el d,M i ssour i63017

3.00'

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

5.00'

S32°09'24"W

thi ssheet,and Ihereby di scl ai m

N31°53'59"E

L5:

l i mi ted to the desi gn aspectsof

N O I S I V BDI U YS RC EA S 7 2 PG 8 5 PB 1

L4:

8J, 9J

DESCRI PTI ON

S.F.

2.00'

docum entsi ntended to be

8,644

S31°53'59"W

REVI SI ONS

REMAINING:

L3:

MSD BASE MAP:

CHARLES EDWIN QUINBY JR.

APP.

S.F.

22.43'

368

TSCL:

13.71'

S44°25'33"W

Ihereby speci f y thatthe

S.F

S42°29'35"E

L2:

8,644

L1:

EXIST. PROPERTY:

50.73'

LINE TABLE

ROW PLANS

P L

FEDERAL PROJECT NO.

authori zed by m y sealare

LK B

AR-1719

RESURFACI NG

3 3

159

DESIGNED:

GDO DRAWN:

AMA 155

151

CHECKED:

N57°50'36"W 8.50'

STS SHEET SEQUENCE:

ENLARGED PLAN D

OF 146

1"=10'

1"=5' N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\012_AR-1719_RW.dgn

C 100.34'

COUNTY PROJECT NO.

MSD:

LOC# 08J141104

LOC# 08J141050

EXIST ROW

100.00'R 98.14'C j

(U.I.P.)

FOUND IRON PIPE N82°51'56"E 0.98'

N31°53'59"E 1.15'

HYD

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

P L

DB 3799 PG 559

CITY DB 256 PG 272 LOC# 08J130830 COMMITMENT# 18-225825-KEE

S.F.

PSE:

310

S.F.

TSCL:

1,553

S.F. S.F.

N\F FERGUSON REORGANIZED SCHOOL DIST. R-2 503 HARRISON STREET DB 8262 PG 1711 LOC# 08J131051 COMMITMENT# 18-225826

EXIST. PROPERTY:

43,436 52

S.F.

TSCL:

930

S.F.

43,436

S.F.

REMAINING:

CONSTRUCT NEW ASPHALT DRIVEWAY TO LIMIT OF NEW DRIVEWAY REPLACEMENT

N\F SOUTH CITY INVESTMENT PROPERTIES LLC 560 WASHINGTON STREET BK 23350 PG 128 LOC# 08J140923 COMMITMENT# XX-XXXXXX-XXX

PSE: TSCL: REMAINING:

13,803 11

S.F

EXIST. PROPERTY:

S32°14'19"W 0.49'

164

REV.DATE

" '0 4 0 7

DB 22177 PG 1196 LOC# 08J140884 COMMITMENT# 18-225829-KEE

PSE:

S.F.

250

S.F.

TSCL:

468

S.F.

13,803

S.F.

REMAINING:

16,960

S.F.

8,661

S.F

PSE:

S.F.

TSCL:

191

S.F.

8,661

S.F.

REMAINING:

FOUND IRON ROD S32°14'19"W 0.68'

50.00' R

50.77' C

195

FOUND IRON ROD N57°50'36"W 0.15'

SEE CURB RAMP DETAIL H j

FOUND IRON PIPE

S57°45'41"E 0.13'

N57°45'41"W 0.21'

186 193

S57°50'36"E 42.75'

S57°50'36"E 315.81' 160

N57°50'36"W 310.60'

S.F

S.F.

S32°14'19"W 0.44'

S57°50'36"E 54.00'

187

S57°48'27"E 42.02'

N57°48'27"W 54.00' S32°14'19"W 1.56'

161 5.51'

N32°14' 19"E

N76°16'42"W 1.60'

16,960

(U.I.P.)

196 8"

S76°16'42"E 0.77'

162

N57°50'36"W 314.29'

LIVING TRUST 590 WASHINGTON STREET

EXIST. PROPERTY: EXIST. PROPERTY:

N\F BRADLEY R. & NICHOLE F. WESTER

(U.I.P.)

SEE ENLARGED DETAIL G THIS SHEET

S.F

PSE:

EX. 4.3% PROP. 4.5%

P L

261

LOC# 08J131040 COMMITMENT# 18-225827-KEE

N32°14' 19"E

S.F

N32°14' 19"E

PRIMUSSE:

100,152

DB 3587 PG 406

184

P L

300 RUE ST. JEAN STREET

100,152

19"E N32°14'

194

ROW

172

185

215+00 U POLE

EXI ST

179

N57°48'27"W 160.44'

N\F ST. FERDINAND ACADEMY

REMAINING:

ASPH

L6 C.L.

CONC. WALK N57°50'36"W N57°50'36"W N32°09'24"E 20.25' 19.00' 8.12' 183

171

(U.I.P.)

T.S.C.L.

(A.T.G.)

PI21 PI 214+85. 4+85. 05 05

(520' - T.B.R.&R.)

GRAVEL

214+00

180

CONC. WALK

EXIST CONC CURB

S57°48'27"E 42.02'

181

EX. 5.0% PROP. 4.0%

7/8/2022

47.69'

ASPH

GRAVEL

178 170

42" CHAIN LINK FENCE

EXIST. PROPERTY:

N57°54'36"W 160.44'

P.S.E.

C.L.

T.S.C.L.

S57°50'36"E 106.00'

JEFFER SON

166

213+00 T.S.C.L.

169

08J4-041S

320.73'

PI210+84.27

T.S.C.L.

CHAIN LINK FENCE BACKSTOP (U.I.P.)

13.94'

212+00

EXIST ROW

DATE:

15+00

S57°50'36"E 42.75'

54.00'R

S32°14' 19"W

N57°33'17"W 42.75'

PI210+81.90

SEE ENLARGED DETAIL F THIS SHEET

S32°14'19"W 5.94'

L13

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

SEE CURB RAMP DETAIL F

42.75'

160.44'

WM (A.T.G.)

106.00'

WM (A.T.G.)

N32°14' 19"E

211+00

(A.T.G.) N57°48'27"W 106.00'

U POLE (U.I.P.)L12

160.36'

162.84' N57°50'36"W 314.29' P.S.E. EXIST ROW

S57°50'36"E 687.50'

S57°50'36"E 160.44'

L11

ROW

(U.I.P.)

182

EXI ST

(U.I.P.) S57°50'36"E 42.75'

165

L10

EX.6.1%

U POLE

PROP.6.1%

U POLE

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

SEE CURB PAVE WITH RAMP 6" NONDETAIL I REINFORCED CONC 197

1°

S32°14'19"W 5.65'

P.S.E.

(A.T.G.)

N60°16'42"W 6.06'

N32°14' 19"E

(A.T.G.)

S32°14'19"W 0.38'

(BURIED) (A.T.G.)

14+00

FOUND IRON ROD

STA 13+79.41 9.0'W R.E.

(RELOC.)

08J4-042S

13+00

08J4-043S

168

12+00

STA 13+28.37 10.25'W R.E.

EXIST SIGN

S32°14'19"W 0.28' EXIST PB (A.T.G.)

(A.T.G.)

0 '

S57°50'36"E 3193.66'

167

(A.T.G.)

WASHINGTON ST

08J4-0149S

210+00

7 3 08J4-065D

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

11+00

9 °

(U.I.P.)

(A.T.G.)

S57°50'36"E 315.81'

S57°50'36"E 42.75' D 5 6 -0 J4 8 0

EXIST SIGN

S57°50'36"E 320.51'

FOUND IRON PIPE

SET I RON ROD W\CAP

61.00'R

5 "

65.00'R

(U.I.P.)

96.07'R 96.37'C

EXIST ROW

4 9 ° 8

C.L.

T.S.C.L.

ROW

SET IRON ROD W\CAP

SEE CURB RAMP DETAIL G P.S.E.

N57°50'36"W 310.60'

(U.I.P.)

CONC

EXIST CONC CURB

S57°50'36"E 42.75'

(U.I.P.)

10+00

08J4-061D

TRA N SPO RTA TIO N

CONC

PE RON PI FOUND I 53' . E 1 " 31 °50' N31

(U.I.P.)

S57°50'36"E 324.16' (U.I.P.)

EXIST SIGN

HYD

08J4-062D

6 .5

174.18'R 174.17'S

(U.I.P.)

T. 636 537 5585

CONC

(U.I.P.) 10" L. (U.I.P.) C. S. E. T. S. P.

STUMP

NO ACQUISITIONS

(U.I.P.)

TREE

(U.I.P.)

LOC# 08J140983

NO ACQUISITIONS

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

NO ACQUISITIONS

orsurvey

DB 13792 PG 1862

LOC# 08J141137

595 WASHINGTON STREET

DI SCLAI M ER OF RESPONSI BI LI TY

DB 22064 PG 2632

31"W S31°50'

DB 9061 PG 524

EXI ST

DB 11399 PG 664

P L

N\F TIMOTHY T. SEITHEL TRUSTEE

P L

ROW EXI ST

N\F TINA MARIE SELLERS 565 WASHINGTON STREET

EXI ST

1.56'

C 81.54'

0.44'

L13: S32°14'19"W

ROW

L12: S32°14'19"W

S57°50'36"E 0.42'

W ASHI NGTON STREET

EXIST SIGN

(T.B.R.&R.)

EXIST CONC CURB

31.23'

FOUND IRON PIPE

MATCHLI NE C.L.STA 15+00 = S.W .STA 215+00

(U.I.P.)

L11: N57°50'36"W

P L

R 80.00'

TREE

SEE ENLARGED DETAIL E THIS SHEET

106.00'

N\F STEPHEN J. MOONEY 545 WASHINGTON STREET

RU E

(U.I.P.)

L10: N57°48'27"W

08"W S31°49'

TREE

N\F IRENE VIVIANO 400 RUE ST. JACQUES STREET

59"W S31°53'

LOC# 08J130995

59"W 101.00' S31°53' R

DB 22554 PG 2821

ASPH

N\F SHAUN & NIKKI MOHRMANN 425 RUE ST. JACQUES STREET

C 100.83'

ST.JA CQU ES

59"W S31°53'

ROW EXI ST

partofthe engi neeri ng proj ect

1.12'

i ntended to be used f orany

1.79'

N84°24'30"W

docum entsrel ati ng to or

N57°50'36"W

L9:

S.F.

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

L8:

19,314

( 3 OF 18)

1.00'

Property i nf orm ati on,orother

3.30'

N32°14'19"E

PU BLIC W O RK S

N57°50'36"W

L7:

ROW PLAN SHEET

L6:

REMAINING:

NOT FOR CONSTRUCTION

S.F.

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

TSCL:

responsi bi l i ty f oral lother

8.11'

F. 636 537 0275

8.28'

S32°09'24"W

Chest er f i el d,M i ssour i63017

S32°09'24"W

L5:

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

L4:

S.F.

l i mi ted to the desi gn aspectsof

S.F

authori zed by m y sealare

19,314

RESURFACI NG

8.28'

DESCRI PTI ON

N32°09'24"E

L3:

C 240.80'

18.29'

PSE:

EXIST. PROPERTY:

MATCHLI NE C.L.STA 10+00 = S.W .STA 210+00

1.61'

N57°50'36"W

C 76.07'

P L

N32°09'24"E

L2:

+/-R 75.00'

S58°06'01"E 0.33'

31"W S31°50'

FOUND IRON ROD

REVI SI ONS

LINE TABLE L1:

docum entsi ntended to be

7/8/2022

P L

APP.

R 75.00'

P L

V FOUND IRON PIPE

Ihereby speci f y thatthe

N47°19'40"E 0.96'

ADOPTED

1"=10'

8J, 9J

FOUND IRON ROD

ENLARGED PLAN E

EXIST ROW

MSD BASE MAP:

CHARLES EDWIN QUINBY JR.

S31°53'59"W 3.71'

PLS-2007000085

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

20MSD-00206

N58°09'29"W 0.13'

177

(U.I.P.)

FOUND IRON PIPE

S58°55'42"E 2.01'

176

STUMP

6834H-21

FOUND IRON PIPE

N57°50'36"W 9.83'

STUMP

E-W GATEWAY TIP NO.

175

j N57°50'36"W 14.13'

STP 5598(609)

E E " " 39 39 3' 3' 3 3 8° 49' 8° S7 1 S7 0.

173

FEDERAL PROJECT NO.

thi ssheet,and Ihereby di scl ai m

' 58 . 25

ROW PLANS

S31°53'59"W 5.34'

R 102.00'

174

AR-1719

188

163

N57°50'36"W 33.37'

214+00 214+00

192 SET IRON ROD W\CAP

S32°14'19"W 6.74'

189 N32°09'24"E 5.28' 190

S32°14'19"W 0.48'

N58°00'40"W 20.62' 191

LEGEND PROPOSED MILL AND OVERLAY/ ASPH PAVEMENT PROPOSED CONC. SIDEWALK SIDEWALK/PVMT. REMOVAL

N57°33'17"W 42.75'

ENLARGED PLAN F

R.O.W.

1"=5'

ENLARGED PLAN G 1"=10'

T.S.C.L.

DESIGNED:

GDO

P.S.E. DRAWN:

AMA

P.T.S.E. CHECKED:

P.R.I.M.U.S.S.E. PARTIAL DEPTH REPAIR FULL DEPTH REPAIR

STS SHEET SEQUENCE:

OF 146

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

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

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

6834H-21 MSD:

20MSD-00206 MSD BASE MAP:

(U.I.P.)

S.F.

LOC# 08J140840 COMMITMENT# 18-225830-KEE

EXIST LANDSCAPING P L

EASEMENT FOR WATER AND SEWER LINES TO PARCEL 10 DB 14250 PG 604

LOT 2

(UIP)

FOUND IRON PIPE S17°13'48"W 0.62'

N\F JAMES & MARY SIGILLITO 660 WASHINGTON STREET

(U.I.P.) N58°00'40"W 15.01' EXIST ROLLED C&G

LOT 1

DB 14250 PG 596 LOC# 08J141335 COMMITMENT# 18-225831-KEE

EXIST. PROPERTY: PSE: EXISTING RIGHT-OF-WAY PER

TSCL:

DB 22927 PG 1000

REMAINING:

12,880 40 399 12,880

11 S.F S.F. S.F. S.F.

N\F JOAN C. BUGNITZ 680 WASHINGTON STREET DB 11323 PG 2451 LOC# 08J141445 COMMITMENT# 18-225832-KEE LANDMARK DESIGNATION

FOUND I RON ROD S58°1 4' 38" E 0. 67'

DB 6753 PG 1070

CK LO B 225

(U.I.P.)

EXIST. PROPERTY:

13,057

PI218+50.56

N57°50'36"W 80.93'

EXIST ROLLED C&G

(U.I.P.)

12 N\F LLOYD, TERRENCE J

704 WASHINGTON STREET BK 22918 PG 2760 LOC# 08J140675 COMMITMENT# XX-XXXXXX-XXX

EXIST. PROPERTY: PSE: TSCL: REMAINING: FOUND IRON PIPE S58°14'38"E 0.16'

220+00

T.S.C.L. S57°50'36"E 80.93'

S31°47'31"W 2.50'

S57°50'36"E 79.34'

N57°50'36"W 63.24' CONC WALK

12,929

13 N\F KELLY M. & LEANNE M. EAKER 740 WASHINGTON STREET

S.F.

TSCL:

444

S.F.

13,057

S.F.

202

S.F.

EXIST. PROPERTY:

12,929

S.F.

PSE:

14,000 40

S.F.

317

S.F.

14,000

S.F.

TSCL: REMAINING:

S57°50'36"E

232

L12 L11

S57°50'36"E 80.93' S57°50'36"E L14 79.34' L13 R 00' 160.

1 4 .1 9 '

231

22"W 45' S31°

218+00

1 3 °0 2 '3 7 " W

230

00' 10.

220 N

22"W 45' S31°

R 78' 160.

221 N57°50'36"W 59.03'

234

10.00'

N57°50'36"W 72.00'

233

N57°50'36"W 80.93'

229

ENLARGED PLAN J 1"=5'

ENLARGED PLAN I 1"=5'

RI C K EL MA N NS U BDI V I S I O N PB 1 5 5 PG 3 9 LINE TABLE L1:

N31°23'17"E

2.50'

L2:

N57°50'36"W

29.31'

L3:

N57°50'36"W

12.73'

L4:

N32°09'24"E

6.52'

L5:

N32°19'31"E

17.15'

L6:

S31°45'22"W

19.63'

L7:

N58°00'40"W

4.08'

L8:

S13°02'37"E

0.71'

L9:

S13°02'37"E

3.55'

L10: N/A

N/A

L11: N31°45'22"E

1.00'

L12: N31°45'22"E

2.00'

L13: S57°50'36"E

0.59'

L14: S84°24'30"E

1.12'

L15: S57°50'36"E

29.34'

L16: S32°50'13"W

6.47'

orsurvey

S.F

224 S57°50'36"E 71.50'

partofthe engi neeri ng proj ect

LOC# 08J140611 COMMITMENT# 18-22583-KEE

L8 REMAINING:

i ntended to be used f orany

DB 11553 PG 936

S.F

PSE:

docum entsrel ati ng to or

6/1/2022

P L

8,233

DB 5536 PG 416

P.S.E.

EX. 4.3% PROP. 4.4%

24" MUL TI TRUNK

EXIST ROW

S31°47'31"W 0.50'

237

EXIST SIGN (U.I.P.)

R 160.00'

REMAINING:

396 NORTH JEFFERSON STREET

215

80.00'R 80.93'CWM (U.I.P.)

C.L.

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

22"W S31°45'

S.F.

30' BUILDING LINE

218

(U.I.P.) N57°50'36"W TREE (U.I.P.) 59.03'

BUSH (U.I.P.) (U.I.P.) SEE ENLARGED DETAIL J THIS SHEET

ROW

118

(U.I.P.)

TREE

CONC WALK

(A.T.G.)GV

P.S.E.

219+00 CONC WALK

EXI ST

TSCL:

RICHARD A. & NORMA JEAN FARRAR

(U.I.P.)

ASPH

S.F.

(U.I.P.)

LA FA Y ETTE

PSE:

214

(U.I.P.)

HYD

N\F

(U.I.P.)

TREE

(U.I.P.)

24"

(U.I.P.) 10" 12"

PE RON PI FOUND I 0.17' 02"W S38°14'

EX.6.0%

S.F

211

(U.I.P.)

R 160.78'

9 8,233

EXIST. PROPERTY:

210

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

SET IRON ROD W\CAP

22"W S31°45'

(U.I.P SEE NOTE 1)

N58°00'40"W (U.I.P.) (U.I.P.) 20.01'

(U.I.P.)

S57°50'36"E 323.72'

80.00'R 80.93'C

(A.T.G.)

218+00 10"

ROW

(UIP)

(U.I.P.)

26"

P.S.E.

EXI ST

(U.I.P)

EXIST LANDSCAPING

(U.I.P.)

EXIST. CONC. BORDER UNDER FENCE

CONC

204

ASPH

81.50'R

T.S.C.L.

PI218+09.71

TREE

199

CONC

14"

U POLE(U.I.P.)

NE LI

(U.I.P SEE NOTE 1) C.L.

216

NG LDI 30'BUI

EXIST DECORATIVE FENCE

779

T.S.C.L.

(U.I.P.)

S57°50'36"E 42.75'

235

236

DATE:

20+00

FOUND IRON PIPE S80°55'44"E 1.05'

(RELOC)

EXIST PB (A.T.G.)

(U.I.P.)TELE PED

S57°50'36"E 71.50' (U.I.P.)

80.00'R (U.I.P.) S57°50'36"E 217+00 L3 80.00' N57°50'36"W 43.29' L4 L16 3" 2" 2"

L15

198 216+00

EXIST SIGN

19+00

17. 09' S33° 17' 01"W

T.S.C.L.

80.00'

STA 17+37.90 9.25'W R.E.

88.84'

S31°29'50"W 0.50'

S57°50'36"E

08J4-055D(A.T.G.)

(A.T.G.)

U POLE

EX.-11.2%

160.00'R 162.09'C N57°50'36"W

N57°50'36"W 41.12' P.S.E.

215+00

88.85'

213

(RELOC)

(U.I.P.)

(A.T.G.)

08J4-038S

219

217

PROP.-9.5%

S57°50'36"E

(U.I.P.)

WM (A.T.G.)

212

EXIST SIGN

P L

(U.I.P.)

10"W S32°04'

S57°50'36"E EXIST ROW 43.90'

S57°50'36"E 323.59' S57°50'36"E 29.34'

08J4-056D

PE RON PI FOUND I 70' W 0. 44" S25°48'

209

P L

U POLE

U POLE W/ DROP

EXIST CONC CURB

WASHINGTON ST STA 18+34.34= N LAFAYETTE ST STA 50+00.00

SEE ENLARGED DETAIL I THIS SHEET

18+00

S32°09'24"W 0.50'

S31°45'22"W 0.50'

17+00

STA 16+74.13 10.0'W R.E.

780

(A.T.G.)

3 .5 '

S32°04'10"W 2.50'

STA 16+35.50 26.0'W R.E.

778

16+00

(U.I.P.)

EXIST PB

22"W S31°45'

205

PROP.9.0%

15+00

S32°04'10"W 0.50'

(U.I .P.)

S57°50'36"E 3193.66'

(A.T.G.)

31"W S31° 4 7'

WASHINGTON ST

EXISTING ROW PER DB 22927 PG 1000

206

EXIST CONC CURB

9 °

(U.I.P.)

5 '5 8

FOUND IRON ROD N19°50'05"W 3.66'

S57°50'36"E 323.83'

08J4-058D

08J4-057D

(U.I.P.)

EXIST ROW

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

S57°50'36"E 323.57'

EXIST CONC CURB

160.05'R 160.17'C

160.00'R 160.34'C

ASPH

(U.I.P.)

S57°50'36"E 42.75'

( 4 OF 18)

PU BLIC W O RK S

163.22'C

EXIST CONC CURB

ROW PLAN SHEET

(U.I.P.)

F. 636 537 0275

(U.I.P.)

CONC

FOUND IRON PIPE N30°42'17"W 0.05'

TRA N SPO RTA TIO N

EXIST ROW

EXIST SIGN

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

FOUND IRON ROD N31°47'56"E 1.92'

EXIST TREE

ROW PLANS

PAVERS

Chest er f i el d,M i ssour i63017

(U.I.P.) BRICK

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

08J4-051D

T. 636 537 5585

(U.I.P.)

W ASHI NGTON STREET

08J4-052D

MATCHLI NE C.L.STA 20+00 = S.W .STA 220+00

(U.I.P.)

Property i nf orm ati on,orother

LOC# 08J140785

NO ACQUISITIONS

l i mi ted to the desi gn aspectsof

DB 18526 PG 3116

authori zed by m y sealare

DI SCLAI M ER OF RESPONSI BI LI TY

ROW

C 79.79'

N\F MEAGHAN C. TRAPP 402 NORTH LAFAYETTE STREET

R 80.05'

82.73

P L

NO ACQUISITIONS

22"W S31°45'

LOC# 08J140862 COMMITMENT#21-282512-KEE

EXI ST

ROW EXI ST

56"W S31°47'

DB 24720 PG 392

NO ACQUISITIONS

MATCHLI NE C.L.STA 15+00 = S.W .STA 215+00

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

N\F SHAVETTE WINFIELD 415 NORTH LAFAYETTE STREET

REV.DATE

P L

Esti m ates,Reports,Surveys,

RESURFACI NG

P L

FOUND IRON PIPE S58°14'38"E 0.08'

docum entsi ntended to be

FOUND IRON PIPE N58°14'38"W 2.40'

Draw i ngs,Speci f i cati ons,

SCALE: 1" = 20'

responsi bi l i ty f oral lother

REVI SI ONS

SCALE IN FEET

thi ssheet,and Ihereby di scl ai m

Ihereby speci f y thatthe

6/1/2022

82.15'

R 80.00'

DESCRI PTI ON

PLS-2007000085

APP.

CHARLES EDWIN QUINBY JR.

NOT FOR CONSTRUCTION

8J, 9J

LEGEND SHEET NOTES: 1) CONTRACTOR SHALL TAKE CARE TO PROTECT EXISTING DECORATIVE FENCE AND CONCRETE BORDER UNDER FENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE CONCRETE BORDER OR DECORATIVE FENCE.

PROPOSED MILL AND OVERLAY/ ASPH PAVEMENT PROPOSED CONC. SIDEWALK SIDEWALK/PVMT. REMOVAL R.O.W. T.S.C.L.

P.S.E.

DESIGNED:

GDO P.T.S.E. DRAWN:

AMA

P.R.I.M.U.S.S.E. PARTIAL DEPTH REPAIR FULL DEPTH REPAIR

CHECKED:

STS SHEET SEQUENCE:

OF 146

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

COUNTY PROJECT NO.

AR-1719

T LO

FOUND STONE ADOPTED

FEDERAL PROJECT NO.

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

6834H-21 MSD:

281

20MSD-00206

280

50.00'R

L29

N\F

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

RYAN STELZLENI 780 WASHINGTON STREET

ST EXI

50"W S31°51'

DB 24926 PG 4672 LOC# 08J140501 COMMITMENT# 18-225836-KEE

EXIST. PROPERTY: PSE:

S.F

SEE ENLARGED DETAIL M THIS SHEET

N\F

202

S.F.

14,000

S.F.

COMMITMENT# 18-225837-KEE

S.F.

DB 24686 PG 4878 LOC# 08J140389 COMMITMENT# 18-225838-KEE

289

P L

(U.I.P.) 285

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

LOC# 08J140367 COMMITMENT# 18-225839-KEE

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

NOT FOR CONSTRUCTION Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

l i mi ted to the desi gn aspectsof

N\F BRIAN KEITH MANGUS

N\F

880 WASHINGTON STREET DB24388 PG 3600

MICHAEL RENAUD 890 WASHINGTON STREET

LOC# 08J140291

DB 25082 PG 4517 LOC# 08J140279 COMMITMENT# 18-225842-KEE

COMMITMENT# 18-225841-KEE

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

L43

L36

EXIST BUSH

N\F

L42

289

JEFFREY W. MARTIN 840 WASHINGTON STREET DB 18677 PG 3033

L45 225+00 L46

P.S.E.

L44

L37

(T.B.R.)

N\F CHERYL FRAGER 820 WASHINGTON STREET

L38

L33

L27

16 PAUL & DIANE M. KLUG 804 WASHINGTON STREET DB 10840 PG 2101

PROP. 6.2%

P L

TSCL:

14,000

EX. 12.2%

EX. 12.7% PROP. 5.2%

N57°50'36"W (U.I.P.) 36.14'

291

EXIST BUSH

12/22/2021

59"W S31°53'

(U.I.P.)

275

L40 GV (A.T.G.) EXIST ROW

53 EX.15.2% STA 24+37. PROP.4.3% 1 R.E. 0.0'W

272

T.S.C.L.

59"E N31°53'

EXPOSED AGG CURBED GARDEN

265

268

292

WV(A.T.G.) 50.00'R

L41

ASPH

P L

41"W S31°49'

PROP. 1.9%

L25

72 EX.12.4% STA 23+89. PROP.7.8% 9. R.E. 25'W

EX. 4.5%

261

TREES

(U.I.P.)

271

L28

L18

264

50.00'R

28.57' DRAIN

59"E N31° 53'

EX. 8.0% PROP. 8.2%

SEE CURB RAMP DETAIL N

L47

(U.I.P.)

276

L34

L35

N57°50'36"W CONC 224+00

N57°50'36"W 30.65'

P L

240

CONC WALK

(A.T.G.) 50.00'R (A.T.G.)

L29 CONC

STA 23+39.49 R.E. 10.0'W

C.L.

31.22'

59"E N31°53'

247

C.L. 263

T.S.C.L.

ROW

246

SET IRON ROD W/ CAP

N57°50'36"W 223+00

P L

N57°50'36"W 26.99'

L15 L14(T.B.R.)

CONC

U POLE (U.I.P.)

S57°50'36"E 323.92' GV GV GV (A.T.G.) (A.T.G.)

50.00'R

L23

L16

30"

284 273

DATE:

25+00

293 290

(U.I.P.) (A.T.G.)L22

STA 22+88.22 R.E. 10.0'W

(U.I.P.)

(U.I.P.) 244

CONC

L21

0 0 + 2 2 2

ST EXI

248

N57°50'36"W 80.93'

GV(A.T.G.)

61.75'R

59"W S31°53'

8" 48.72'

221+00

(U.I.P.)

24+00 (U.I.P.)

L20

287

R 4.5'

U POLE

WM(A.T.G.)

j j

PI222+17.42

N57°50'36"W

(A.T.G.)

S57°50'36"E 42.75'

ROW

S.F

EXIST. PROPERTY:

N58°06'01"W 0.13'

PSE:

S.F.

PSE:

TSCL:

412

S.F.

TSCL:

S.F.

REMAINING:

14,000

REMAINING:

S.F

EXIST. PROPERTY:

S58°06'01"E 0.06'

S.F

PSE:

S.F.

PSE:

S.F.

TSCL:

282

S.F.

TSCL:

234

S.F.

308

S.F.

REMAINING:

8,000

S.F.

REMAINING:

8,000

S.F.

6,814

S.F. EXIST. PROPERTY:

8,000

S.F

PSE:

S.F.

TSCL:

310

S.F.

8,000

S.F.

REMAINING:

TSCL:

d e d i ov r ep h y oft c a r u c c ea h o t et v i t a l e er d n ma e e sb a w h e i v e r s t e tme a h yt e v r u ys r a d n ou eab t u t i t s on otc o n sd n a l ep s e .Th on i t ma or f n i . s y e v r u ys r a d n ou yb t r e op r orp sf d r a d n a t is r ou s s e Mi h t FOUND IRON PIPE S58°06'01"E 0.16' j

REMAINING:

S.F

S.F.

290

S.F.

8,000

S.F.

LINE TABLE

s i ou y StL db e d i ov r sp on wa i t ma or f n yi tofwa h g i dr n ya t r e op r gp n i t s i Ex t h g i dr n sa t n me e s a de e os op r ep . Th on i t a t or p s n a tofTr n me t r a p y De t n Cou . No on i t a t n me u oc dd e d i ov r dp i a d on s e s a eb r on a e r e own h h ys ofwa

PLS-2007000085

8,000

PSE:

CHARLES EDWIN QUINBY JR.

S.F

6,814

EXIST. PROPERTY: FOUND IRON ROD\

8,000

L1:

N31°23'59"E

6.50'

L17: N32°09'24"E

11.73'

L33: S32°09'24"W

9.61'

L2:

N57°50'36"W

17.64'

L18: N57°50'36"W

5.87'

L34: N57°50'36"W

15.35'

L3:

S31°49'41"W

0.50'

L19: S31°53'59"W

13.74'

L35: N57°50'36"W

50.00'

L4:

S31°49'41"W

9.00'

L20: S31°53'59"W

0.25'

L36: S31°53'59"W

11.68'

L5:

N57°50'36"W

5.22'

L21: S57°50'36"E

61.75'

L37: N57°50'36"W

6.18'

L6:

S32°09'24"W

6.49'

L22: S31°53'59"W

0.25'

L38: N32°09'24"E

9.68'

L7:

N32°09'24"E

6.49'

L23: N57°50'36"W

50.00'

L39: S32°09'24"W

8.55'

L8:

S31°51'50"W

6.50'

L24: S31°53'59"W

11.62'

L40: S31°53'59"W

0.25'

L9:

S31°51'50"W

0.50'

L25: N57°50'36"W

4.65'

L41: N57°50'36"W

50.00'

L10: S31°51'50"W

2.50'

L26: N32°09'24"E

9.62'

L42: S31°53'59"W

2.00'

L11: S31°53'59"W

1.00'

L27: S32°09'24"W

11.73'

L43: S32°09'24"W

9.67'

L12: N57°50'36"W

0.87'

L28: N57°50'36"W

14.13'

L44:N57°50'36"W

13.82'

L13: N31°16'42"W

1.12'

L29: N57°50'36"W

50.00'

L45: N57°50'36"W

60.13'

L14: N57°50'36"W

15.00'

L30: S31°53'59"W

10.55'

L46: N57°50'36"W

19.65'

L15: S32°09'24"W

7.75'

L31: N57°50'36"W

3.99'

L47: S31°53'59"W

0.25'

L16: N57°50'36"W

29.52'

L32: N32°09'24"E

8.55'

L48: S31°53'59"W

0.25'

( 5 OF 18)

14,000

8,000

ROW PLAN SHEET

EXIST. PROPERTY:

ROW PLANS

FOUND IRON PIPE

RESURFACI NG

LOC# 08J140411

REMAINING:

W ASHI NGTON STREET

STA 20+11.50 R.E. 13.0'W

P.S.E.

CONC WALK W/ EXPOSED AGG

P L

T.S.C.L.

ASPH

N67°12'59"E 0.31'

R 4.5'

274

262

80.00'R 80.93'C

80.93'C

STA 20+85.90 R.E. 18.5'W

(U.I.P.)

EXIST ROW

220+00

GV(A.T.G.)

L10

S57°50'36"E 323.72'

FOUND IRON ROD

WM(A.T.G.) j

U POLE

R 4.5'

269

59"E N31°53'

08J4-037S

288

270

23+00

(A.T.G.)

? (U.I.P.)

R 4.5'

R 160.00'

249

(A.T.G.)

243 L3

S74°52'33"E 1.18'

(U.I.P.)

08J4-048D

P L

FOUND IRON PIPE

CLA R K

241

SEE CURB RAMP DETAIL M

21+00

U POLE

SEE ENLARGED DETAIL K 22+00 THIS SHEET

PI221+84.80

80.93'

(U.I.P.)

266

79.06'

59"W S31° 53'

250

S57°50'36"E 3193.66'

L24

N57°50'36"W N57°50'36"W

242

EXIST CONC CURB

L19

(U.I.P.)

WASHINGTON ST

267

(A.T.G.)

L26

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

SEE ENLARGED DETAIL L THIS SHEET

L17

EXIST CONC CURB

08J4-049D

245

PU BLIC W O RK S

5 '3 4 4

N35°54'54"E 0.55'

9 °

FOUND IRON PIPE

F. 636 537 0275

U POLE

Chest er f i el d,M i ssour i63017

EXIST ROW

S57°50'36"E 323.92'

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

U POLE

HYD

TRA N SPO RTA TIO N

S57°50'36"E 323.83'

50.00'R

51.54'R

50.93'R

T. 636 537 5585

50.92'R

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

60.00'R 60.10'C j

authori zed by m y sealare

P L ASPH

125+00

S57°50'36"E 42.75'

51.88'R 53.66'C

DESCRI PTI ON BY REV.DATE

59"W S31°53'

59"W S31°53' P L

(U.I.P.)

N53°32'35"W 8.34'

(U.I.P.)

55.00'R

ASPH ASPH

MATCHLI NE C.L.STA 25+00 = S.W .STA 225+00

CONC

R 163.58'

59"W S31° 53'

P L

(U.I.P.) CONC

08J4-047D

FOUND IRON ROD

55.00'R

LOC# 08J140488

NO ACQUISITIONS

EXIST CONC CURB

FOUND IRON ROD

EXIST CONC CURB

DB 21168 PG 1500 LOC# 08J140521

NO ACQUISITIONS

N64°19'13"E 0.20'

CONC

R 163.58'

R 163.48'

NO ACQUISITIONS

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

(U.I.P.)

P L

P L EXIST ROW

DB 22120 PG 982 LOC# 08J140532

N\F MARY M. LONG 885 WASHINGTON STREET

(U.I.P.)

FOUND IRON PIPE N31°49'41"E 0.07'

LOC# 08J140598

N\F TERRY M. MEYER 865 WASHINGTON STREET

08J4-046D

08J4-045D

NO ACQUISITIONS

N\F JOANN PRINCIVALLI 845 WASHINGTON STREET DB 22528 PG 3679

P L

LOC# 08J140697

NO ACQUISITIONS

DB 20118 PG 3096 LOC# 08J140602

59"W S31° 53'

ST EXI

59"W S31° 53'

41"W S31°49'

DANIEL J. & KIMBERLY S. MAY 435 CLARK STREET DB 12381 PG 768

LOC# 08J140631

SET IRON ROD W\CAP

S57°50'36"E 80.93'

239

41"W S31°49'

NO ACQUISITIONS

20+00

N57°50'36"W 63.24' 238

DB 21693 PG 567 LOC# 08J140712

P L

MATCHLI NE C.L.STA 10+00 = S.W .STA 210+00

LOC# 08J140741

N\F JEFFERY A. & REBECCA J. HARLOW LIVING TRUST 765 WASHINGTON STREET

N\F

N\F SAMANTHA DELORES & ROBERT R. TRACY 825 WASHINGTON STREET

N\F PROPERTY MANAGEMENT PARTNERS LLC 805 WASHINGTON STREET DB 19633 PG 1354

59"W S31°53'

59"W S31° 53'

1"=5'

ROW

ENLARGED PLAN L

1"=5'

ROW

ENLARGED PLAN K

P L

260

N\F

R 163.48'

R 160.00'

FOUND IRON PIPE S58°06'01"E 0.19'

R 163.48'

1"=10' R 161.75'

255 254

ENLARGED PLAN M R 160.00'

258

N57°50'36"W 80.93'

responsi bi l i ty f oral lother

N57°50'36"W 11.41'

ST EXI

S31°53'59"W 2.00'

279

259

N32°09' 24"E 7.75'

L12

L1 3

253

L21

docum entsi ntended to be

N31°53'59"E 2.00'

L11

N57°50'36"W 15.26'

REVI SI ONS

257

L31

SCALE: 1" = 20'

S57°50'36"E 323.92'61.75'R

DI SCLAI M ER OF RESPONSI BI LI TY

j j

S57°50'36"E 42.75'

RICHARD K. PETERS 755 WASHINGTON STREET DB 12270 PG 2179

282

APP.

L32 N31°53'59"E 0.25'

224+00

SCALE IN FEET

251

N57°50'36"W 79.06'

283

278

256

252

S57°50'36"E 80.93'

277

L39

8J, 9J

L35

L30

FOUND IRON PIPE S58°06'01"E 0.18'

MSD BASE MAP:

thi ssheet,and Ihereby di scl ai m

L48

Ihereby speci f y thatthe

DESIGNED:

GDO

LEGEND DRAWN:

AMA

SIDEWALK REMOVAL TYPE 'C' ASPHALT TEMPORARY EASEMENT PERMANENT EASMENT

CHECKED:

STS SHEET SEQUENCE:

OF 146

12/22/2021 N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\015_AR-1719_RW.dgn

COUNTY PROJECT NO.

S57°50'48"E 305

LOC# 08J230105 COMMITMENT# 18-225845-KEE

PSE:

S.F.

TSCL:

278

S.F.

L O T 5

RAMONA P. HOORMANN 960 WASHINGTON STREET

LOC# 08J230040 COMMITMENT# XX-XXXXXX-XXX

PSE:

772

TSCL:

S.F.

9,396

REMAINING:

LOT 6

EXIST. PROPERTY:

9,396

S.F

S.F.

PSE:

S.F.

330

S.F.

TSCL:

382

9,396

S.F.

REMAINING:

9,396

TSCL:

LOT 2

08J4-188D

314

N31°48'03"E 0.25'

349

S32°09'24"W 1.54'

EX. 16.3% PROP. 17.5%

T 1 O L

S.F S.F.

N\F PROPERTY MANAGERS PARTNERS LLC

S.F.

LOC# 08J230017 COMMITMENT# 18-225848-KEE

TSCL:

417

S.F.

9,396

S.F.

311

S.F.

N57°50'36"W

S57°50'36"E 57.50' 331

330

73.86'

226+00

ENLARGED PLAN P

LOT 11

LINE TABLE

S57°50'36"E 64.09'

312

S.F

9,396

333

N57°50'36"W 11.06'

S57°50'36"E 14.34'

9,396

REMAINING:

79.93'R

ASPH

L1:

N57°50'36"W

60.13'

L19:N57°50'36"W57.50'

L2:

N57°50'36"W

1.04'

L20:S31°48'03"W 3.00'

L3:

N31°16'42"W

1.12'

L21: N57°50'36"W

43.16'

L4:

N57°50'36"W

33.50'

L22: S32°09'24"W

8.27'

L5:

S32°09'24"W

5.00'

L23: N57°50'36"W

14.29'

L6:

N57°50'36"W

9.01'

L24: N57°50'36"W

5.42'

L7:

N32°09'24"E

5.00'

L25: N32°09'24"E

17.11'

L8:

S76°13'58"E

1.58'

L26: N57°50'36"W

16.35'

N31°53'59"E

2.50'

L27: N76°11'02"W

6.48'

L10: S31°48'03"W

10.53'

L28: N62°43'45"W

18.70'

L11: N57°50'36"W

6.12'

L29: N32°09'24"E

24.30'

L12: N32°09'24"E

7.53'

L30: S32°09'24"W

14.36'

L13: N57°50'36"W

57.50'

L31: N57°50'36"W

16.83'

L14: S31°48'03"W

11.27'

L32: N57°50'36"W

3.79'

L15: N57°50'36"W

6.53'

L33: N57°50'36"W

10.16'

228+00

334

ENLARGED PLAN Q

L9:

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

NOT FOR CONSTRUCTION Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

L16: N32°09'24"E

8.27'

L34: N57°50'36"W

16.41'

L17: S32°09'24"W

7.53'

L35: N32°09'24"E

14.97'

L18: N57°50'36"W

13.77'

L36: S57°50'36"E

57.50'

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

F. 636 537 0275 Chest er f i el d,M i ssour i63017

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

S.F

S.F.

S57°50'36"E 649.93'

PE RON PI FOUND I 27' W 0. " 51 °29' 1 N1

9,396

PSE:

S.F.

P L

HARRISON

N31°53'59"E 0.75'

T. 636 537 5585

DB24702 PG 4304 LOC# 08J211164 COMMITMENT#21-284896-KEE

DB 22850 PG 1673

749

315

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

N\F MULFORD HOMES LLC 1020 WASHINGTON STREET

EXIST. PROPERTY:

990 WASHINGTON STREET

TSCL:

57.50'R

authori zed by m y sealare

S.F.

ADOPTED

REV.DATE

350

S.F.

332

docum entsi ntended to be

EA SE DB ME NT PG 1216 3 15 82

MS D

351

PB 4 4 PG 7 4

DESCRI PTI ON

REVI SI ONS L35

CONC WALK

S32°09'24"W 2.33'

PSE:

MC K EE' S FI RS T A DDI TI O N TO REG I N AG A RDEN S

DI SCLAI M ER OF RESPONSI BI LI TY

T 157 PG

N31°39' 12"E M SD EA DB SE 19.28' ME 121 N

P.E.

CONC WALK

L32

Ihereby speci f y thatthe

P L

L34 369

352

EXIST. PROPERTY:

PSE:

FOUND IRON PIPE

355 354

REMAINING:

LOT 4

S.F

9,396

EXIST. PROPERTY:

313

N58°06'01"W 0.07'

9,396

EXIST. PROPERTY:

S.F.

APP. BY

N\F RUSSELL, BALICIA 980 WASHINGTON STREET BK 23316 PG 2811

LOT 3

S.F.

291

346

353

L33

N57°50'36"W 5.30'

EX. 11.1%

368

ASPH

345

57.50'R

FOUND IRON ROD

24.0'W

342

PROP. 16.0%

N\F

S.F

REMAINING:

L31

LOC# 08J230062 COMMITMENT# 18-225846-KEE

161.87'

42.75'

DB 18971 PG 990

9,396

TSCL:

S.F.

(U.I.P.)

C.L.

230+00

PU BLIC W O RK S

03"E N31°48'

DB 14893 PG 2022

339

EXIST BLOCK WALL

940 WASHINGTON STREET

EXIST. PROPERTY:

12,907

LOC# 08J140158 COMMITMENT# 18-225844

N\F JAMES T. KUEHNER

S.F

PSE:

REMAINING:

DB 20091 PG 417

338

343

N57°50'36"W 3.00' 41.18'

N57°50'36"W 34.63'

( 6 OF 18)

12,907

N\F HNA HOLDINGS LLC 920 WASHINGTON STREET

L24

CONC WALK

PROP. 10.3%

336

(U.I.P.)

57.50'R

(A.T.G.) L36

ROW PLAN SHEET

EXIST. PROPERTY:

(U.I.P.)

EX. 9.7%

(U.I.P.)

32"

48"

(U.I.P.)

TRA N SPO RTA TIO N

EXIST BLOCK WALL

335

N57°50'36"W 35.43' 1 8" MUL TI TRUNK

EXIST ROW

ROW PLANS

30' BUILDING LINE

24"

12/22/2021

P L

CONC WALK

28 L

(A.T.G.)

WM N57°50'36"W 57.50' 5.00' (A.T.G.)

229+00

57.50'

57.50'R

03"E N31°48'

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

7 L2

L29

(U.I.P.)

L26

U POLE

(U.I.P.) 0.25'

08J4-146S

57.50'RS57°50'36"E 649.93'

(A.T.G.) N57°50'36"W

P.S.E.

ASPH

228+00

L30

EXIST CONC CURB

34"

P L

357 356

P L

ASPH

L21

328

57.50'R

S57°50'36"E 57.50' (A.T.G.)

PROP. 7.5%

LOC# 08J140181 COMMITMENT# 18-225843-KEE

V DB

L22

L14

L16

L17

T.S.C.L.

(A.T.G.)

EX. 6.3%

EXIST ROLLED CURB

161.35'

T.S.C.L.

EXI ST

59"E N31°53'

EX. 11.0% PROP. 7.4%

DB 21216 PG 1342

N58°06'01"W 0.06'

57.50'R

L23

324

REMAINING:

HARRISON

ASPH

227+00 N57°50'36"W 42" 30" 37.20' (U.I.P.) (U.I.P.) 322 L18 L15 321 323

(A.T.G.)

347

DATE:

30+00

08J4-035S

340 GV

L19

N55°28'00"W 1.66'

348 344

329

0.25'

FOUND IRON PIPE

S31°48'03"W 0.25'

L25

(U.I.P.) 325

END NEW SIDEWALK STA 129+24.53

RESURFACI NG

S.F.

318

130+00

EXIST ROW j

W ASHI NGTON STREET

10,000

317

N\F ALEXIS R. POOLE 904 WASHINGTON STREET

FOUND IRON PIPE

27.75'

(U.I.P.)

29+00

24"E N32°09' 4.88'

S.F.

NAIL MARKER

STA 27+88.69 10.75'W P.E.

169

CONC

L11

SEE ENLARGED DETAIL P THIS SHEET

(U.I.P.)

08J4-191D

341

L20

TSCL:

(U.I.P.)

NE LI

S.F.

T.S.C.L.

(U.I.P.)

NG LDI 6'BUI

S.F

59"W S31°53'

LOC# 08J140279 COMMITMENT# 18-225842-KEE

24"

U POLE

365

1.2'j

SET SURVEY

337

STA 27+99.05 END SW TAPER

03"W STA 28+45.71 S31°48' 21.36' 8.25'W P.E.

ROW

DB 25082 PG 4517

B OON E

ROW EXI ST

322.94'

890 WASHINGTON STREET

129+00

R 10.0'

03"E N31°48'

EXIST SIGN

(U.I.P.)

OFF 29.04' LT ASPH

S31°39'12"W 13.63'

362

(U.I.P.)U POLE

STA 27+30.47 11.0'W P.E.

08J4-044D

N\F MICHAEL RENAUD

10,000

N57°50'36"W (A.T.G.) 73.86'

(U.I.P.)

PSE:

08J4-188D

28+00

U POLE

57.50'R

L13 STA 26+72.60 10.0'W P.E.

(U.I.P.) 226+00

PE RON PI FOUND I 27' W 0. " 51 °29' 1 N1

STA 27+98.02 END ROLLDED CURB AND GUTER

326

320

L10

STA 30+00.00

(A.T.G.)

R 10.0'

STA 27+74.42 BEGIN SW TAPER

27+00

0.25'

79.93'R

EXIST BUSH

(U.I.P.)

80.00'R

WASHINGTON ST

(U.I.P.)

0.6'

361

P L

(U.I.P.)

327

316

U POLE

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

(U.I.P.)

S57°50'36"E 3193.66'

319

(A.T.G.)

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

297

S33°12'31"W 0.36'

43.54'

(U.I.P.)

358

WASHINGTON ST

03"E N31°48'

(A.T.G.)

S57°50'36"E 42.75'

EXIST CONC CURB

CONC FOUND IRON ROD

SW STA 130+00.00= 364

S57°50'36"E 320.18'

EXIST SIGN (RELOC)

26+00 08J4-036S

HYD

30.3'

U POLE W/ DROP

128+00

STA 27+88.69 10.75'W P.E.

S57°50'36"E 323.92' GV (U.I.P.) 61.75'R 62.17'C

SEE ENLARGED DETAIL O THIS SHEET EXIST ROLLED CURB

0.6'

PROP. 16.7%

08J4-193D

W ALK

C.L.

0 0 '0 0 "

SET IRON ROD W\CAP

9 0 °

WASHINGTON ST STA 25+67.63=

SEE CURB RAMP DETAIL Q

SCALE: 1" = 20'

5 .6 '

5 "

(A.T.G.)

296

(A.T.G.)

41.75'

SCALE IN FEET

(U.I.P.)

WASHINGTON ST STA 25+69.35= BOONE ST STA 50+00.00 SEE CURB RAMP DETAIL R

08J4-039D

25+00 BOONE ST STA 50+00.00

TREE

08J4-190D

EX. 11.4%

(U.I.P.)

9 ° 8

SEE CURB RAMP DETAIL O

L1EXIST ROW P.S.E. L4 225+00 L6

S16°43'40"W 0.28'

N57°50'36"W 0.29'

FOUND IRON ROD

(U.I.P.)

FOUND IRON PIPE

(U.I.P.)

EXIST ROW

0.6'

2.4'

EXIST CONC CURB

08J4-038D

S57°50'36"E 323.92'

2.4'

127+00 08J4-189D (A.T.G.)

(U.I.P.)

EXIST. PROPERTY:

126+00

25.53

SHRUB

N57°50'36"W 43.37'

S5 3° 2 24 9' 51 " .0 7' W

EXIST SIGN

S57°50'36"E 312.20'

80.00'R

T.S.C.L.

STA 29+02.88 9.25'W P.E.

(U.I.P.)

WM (U.I.P.)

(U.I.P.)

FOUND IRON ROD

SET IRON ROD W\CAP

60.00'R 60.42'C EXIST ROW

U POLE W/ DROP

(U.I.P.)

PROP. 17.5%

MATCHLI NE C.L.STA 30+00 = S.W .STA 230+00

WM (U.I.P.)

EXIST CONC CURB

T.S.C.L.

80.00'R

363

31.30'

T.S.C.L.

SEE CURB RAMP 72.20'R DETAIL P

C.L.

NG TO NE ACCORDI I PROPERTY L DB 11284 PG 1158

LOC# 08J231096 COMMITMENT# XX-XXXXXX-XXX

03"E N31°48'

(U.I.P.)

16" (U.I.P.)

(U.I.P.)

S.F.

T.S.C.L.

EX. 11.3%

S32°09' 24"W 24.90'

R L 08J4-040D A =3 D (U.I.P.) 1 = .3 2 0 3 .0 ' j 0 '

(U.I.P.)

12"

11,792

BK 23560 PG 2984

S32°09' 24"W 19.27'

ROW

CLEANOUT (U.I.P.)

CONC

P.S.E.

SHRUB

S.F.

360 N57°50'36"W 41.75' CONC

S.F

838

985 WASHINGTON STREET

359

CONC

(U.I.P.)

SEE ENLARGED DETAIL N THIS SHEET

08J4-041D

REMAINING:

LOC# 08J231106 COMMITMENT# 18-225855-KEE

30' BUILDING LINE 30' BUILDING LINE

11,792

TSCL:

P L

NO ACQUISITIONS

08J4-042D

EXIST. PROPERTY:

N\F WARE, KEITH AND TATIANNA MARIE

DB 17170 PG 1548

LOC# 08J231117 COMMITMENT# 18-225854-KEE

CONC WALK

L12

(U.I.P.)

S.F.

DB 20630 PG 616

STA 27+59.06 10.5'W P.E.

OFF 30.00' LT 08J4-043D

11,831

8J, 9J

LOT 5

N\F VALLEY L. & SANDRA M. ROMAY 959 WASHINGTON STREET

NO ACQUISITIONS

38' E 46. " 01 S58°06'

33.33'

MATCHLI NE C.L.STA 25+00 = S.W .STA 225+00

N\F JOSHUA & TAMMI HALL 923 WASHINGTON STREET

STA 25+00.00

125+00

REMAINING:

LOC# 08J231128 COMMITMENT# 18-225853-KEE

REMAINING:

SET IRON ROD W\CAP

WASHINGTON ST

295

DB 13342 PG 917

S.F.

03"E N31°48'

S.F.

400 BOONE STREET

S.F

1,040

P L

S.F.

SW STA 125+00.00=

59"E 147.76' N31°53'

98 9,881

EXI ST

S.F.

N\F RICHARD C. & LOIS A. MINTO

11,831

TSCL:

12/22/2021

P L

REMAINING:

59"E 127.74' N31°53'

ROW

TSCL:

S.F

EXI ST

PSE:

9,881

59"E N31°53'

EXIST. PROPERTY:

294

1"=5'

EXIST. PROPERTY:

EX.-5.6%

ENLARGED PLAN N

PROP.-6.5%

N\F DAVID H. & JILL M. BRANSTETTER

LOT 7

12545

ENLARGED PLAN O

N57°50'36"W 0.29'

UE EASEMENT

FOUND IRON PIPE

2148

LOT 6

147.85'

S57°50'36"E S31°53'59"W 2.63' 3.29'

LOC# 08J140488

6834H-21

STA 28+97.95

298

PLS-2007000085

UE EASEMENT

N57°50'36"W 33.50'

59"E N31°53'

S31°53'59"W 1.50'

147.94'

299

P L

1"=5'

DB 7866 PG 1427

E-W GATEWAY TIP NO.

MSD BASE MAP:

2148

59"E N31°53'

P.S.E.

61.75'R 62.17'C

306

CHARLES EDWIN QUINBY JR.

12545 PG

S31°53'59"W 0.75'

301

310

405 BOONE STREET

TES TA WN ES D TO L ER O RDI RA I G 0 7 PG 1 4 PB 3

N32°09' 24"E 24.90'

7.00'

300

309

8.30'

STP 5598(609)

20MSD-00206 302

S57°50'36"E 323.92'

S57°50'36"E

303

P L

FEDERAL PROJECT NO.

MSD:

08J4-041D

24"W S32°09'

T.S.C.L. 308

UTILITY EASEMENT PB 347 PG 10

PB 347 PG 10

P L

STA 28+10.20 31.75'W P.E.

N57°50'48"W 3.26'

307

S31°53' 59"W 7.00'

24"E N32°09' 14.63'

304

UTILITY EASEMENT

S31°53' 59"W 5.00'

8.24'

AR-1719

DESIGNED:

GDO

LEGEND DRAWN:

SIDEWALK REMOVAL TYPE 'C' ASPHALT

AMA CHECKED:

STS

TEMPORARY EASEMENT SHEET SEQUENCE:

PERMANENT EASMENT

OF 146

1"=5'

1"=5' N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\016_AR-1719_RW.dgn

COUNTY PROJECT NO.

AR-1719 Existing property and right of way information was provided by St Louis County Department of Transportation. The proposed easements and right of way shown hereon are based on said provided documentation. No review has been made relative to the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri standards for property boundary surveys.

FEDERAL PROJECT NO.

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

6834H-21 MSD:

20MSD-00206

N 392

MSD BASE MAP:

S57°50'36"E

8J, 9J

344

S.F.

9,396

S.F.

PSE: TSCL: REMAINING:

REG I N AG A RDEN S PB 4 4 PG 5 5

S.F.

TSCL:

898

S.F.

8,003

S.F.

E 57" ' 1 S58°1

10' SEWER EASEMENT PB 44 PG 55

LINE TABLE

10,605 21 398 10,605

L1:

S57°50'36"E

57.50'

S.F

L2:

N57°50'36"W

16.41'

S.F.

L3:

S57°50'36"E

57.50'

L4:

N57°50'36"W

15.12'

L5:

N32°09'24"E

6.54'

L6:

N57°50'36"W

37.49'

L7:

S32°09'24"W

14.97'

L8:

N57°50'36"W

4.84'

L9:

S57°50'36"E

52.27'

L10: S32°09'24"W

7.54'

L11: N57°50'36"W

2.97'

L12: N32°09'24"E

7.84'

L13: S56°30'20"E

17.74'

L14: N56°30'20"W

38.15'

L15: N57°47'52"W

60.97'

L16: S32°09'24"W

14.93'

L17: N59°15'11"W

16.20'

L18: S57°47'52"E

51.60'

L19: S57°47'52"E

31.68'

L20: S57°47'52"E

35.13'

L21: S41°04'12"E

4.81'

L22: N31°47'54"E

0.55'

L23: S57°47'52"E

17.99'

S.F. S.F.

EXIST GUARD CABLE

L24: S32°12'08"W

8.00'

(T.B.R.)

L25: N57°47'52"W

19.86'

LOT 1 P L

SIDEWALK EASEMENT DB 12546 PG 1342

EXIST SIGNAL POLE

(U.I.P.) P L

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

11,304

S.F.

275

S.F.

11,304

S.F.

TSCL: REMAINING:

142.43'

S.F

PSE:

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

NOT FOR CONSTRUCTION F. 636 537 0275

EXIST DECORATIVE RAIL

Esti m ates,Reports,Surveys,

l i mi ted to the desi gn aspectsof

(U.I.P.)

(T.B.R.) ROW

T. 636 537 5585

EXIST MODULAR BLOCK WALL

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

SET IRON ROD W/ CAP

414

ST. LOUIS COUNTY

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

PI234+40.41

PI234+29.35

PI234+34.35

PI233+51.74

CONC

W ALK

MILING LIMITS 70.75' RT

(U.I.P.)

PU BLIC W O RK S

PTSE:

EXIST PB

(T.B.R.)

2.38'

EXIST CONC CURB

TRA N SPO RTA TIO N

S.F.

C.L.

415

P.S.E.

25"W S31°53'

S.F

137

(T.B.R.)

N76°48'14"E 21.21'

EXI ST

8,003

(A.T.G.)

EXIST SIGNAL POST AND MAST ARM

L20

N57°47'52"W 129.65'

SET IRON ROD W/ CAP

2.76'

65.42'

LOC# 08J211098 COMMITMENT# 18-225852-KEE

EXIST. PROPERTY:

W ALK

L16

DB 20812 PG 2441

L O T 7

W/ CAP

234+00

PI234+23.29

9.989%

17.79'

6.28

EX. -10.0% PROP. -9.5%

T.S.C.L.

N57°54'33"W

P L

ST. LOUIS COUNTY SIDEWALK EASEMENT DB 12546 PG 1342

405

413

S47 S57°47'52"E 290.05' 126.68' °57 3. 66' ' 39" E 3. 08' 409 411 4. S57°47'52"E 44' S57°41'17"E 10.18' ' 51.60' 31 7. 1 S4 4. 3 1 ' °5 ' 4 9 . S57°47'52"E 8.68' 1 E 9' 44 406 49" ' " °04 EN57°47'52"W 129.65' S68 407

50' 3.

LEGEND 412

408 410

6 K4 C O BL

PROPOSED MILL AND OVERLAY/ ASPH PAVEMENT PROPOSED CONC. SIDEWALK SIDEWALK/PVMT. REMOVAL R.O.W.

ENLARGED PLAN S 1"=5'

( 7 OF 18)

TSCL:

SET IRON ROD

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

REMAINING:

LOC# 08J211119 COMMITMENT# 18-225851-KEE

388

STA 32+69.78 END CURB REPLACEMENT

EXIST ROW

L18

L17

(RELOC)

0.63'

ROW PLAN SHEET

S.F.

SEE CURB RAMP DETAIL U

S57°47'52"E 290.05' L19

U POLE

(U.I.P.) 126.68'

S57°47'52"E 63.16'

GV (U.I.P.)

(U.I.P.)

416

403

S57°42'31"E 86.13'

SEE ENLARGED DETAIL S THIS SHEET

7/7/2022

ROW PLANS

DB 21750 PG 4409

CONC WALK

0 0 + 3 3 2

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

1.46'

SEE CURB RAMP DETAIL V

N32°43' 37"E

DOMINIC DAVID & NICHOLE KOETTING 1060 WASHINGTON STREET

S.F

SEE ENLARGED DETAIL R THIS SHEET P.T.S.E.

PSE: N\F

402

(A.T.G.)

SET IRON ROD W\CAP

CONC N57°47'52"W 45.60'

387

404 08J4-018S

FLOR ISSA N T

9,396

(U.I.P.)

C.L. 384

1 3

U POLE

U POLE L15 N57°47'52"W 232+00 T.S.C.L. W/ DROP (U.I.P.) 55.42'

L14

N EW

03"E N31°48'

CONC BLOCK BORDER

P.S.E.

" 9

DATE:

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

SET IRON ROD W/ CAP

Draw i ngs,Speci f i cati ons,

BY REV.DATE

EXIST ROW j

S57°47'52"E 290.74'

RESURFACI NG

6 " 3 5 '4

8 9 °

(U.I.P.) 126.12'

authori zed by m y sealare

CONC

L24

EXIST CONC CURB

400

(T.B.R.)

401

33+00 '2

231+00

PROP. 1.5%

LOC# 08J211142 COMMITMENT# 18-225850-KEE

ENLARGED PLAN HH

S31°53'25"W 0.30'

AND MAST ARM

SEE CURB RAMP DETAIL T

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

(A.T.G.)

CONC

30' BUILDING LINE

PROP. 7.4%

DB 24880 PG 695

N 12 S ° 16" 12 14 59 ° .7 '5 (T.B.R.) 2 5 1. 9 9 9 ' "W 2 '5 9 9 ' " E

FOUND IRON PIPE

C.L.

W ASHI NGTON STREET

N 12 ° 5 6 9 .5 '5 0 9 ' " W

(A.T.G.)

° 0 9

EXI ST

383

WM(A.T.G.)

PI231+79.73

380

EX. -4.3%

N\F 1040 WASHINGTON TRUST 1040 WASHINGTON STREET

227 5 9 '5 9 " E T 17 .S .0 .C 8 .L ' .

N57°50'36"W 30.56'CONC

BRICK WALK

P L

10"

(U.I.P.)

EX. 8.7%

03"E N31°48'

P. T. S. E.

L12

(U.I.P.)

PSE:

S 12 °

399

.L .

STA 31+65.62 33.0'W R.E.

370

9.42'

STA 31+28.15 28.5'W R.E.

377

373

07"W S31°53' 7.65'

L2 1

398

EXIST GUARD CABLE S 16" L23 12 (T.B.R.) ° 1(T.B.R.) 2 5 4. 1. 9 7 2 '5 9 L25 9 9 ' ' " EXIST SIGNAL POST E

SW BELL MH

(T.B.R.)

S57°50'36"E 649.93' 97.50'125.00'R

03"E N31°48'

9.54'

WALK CONC

E 06" 2' S58°1 4.90'

T .S .C

EXIST PB

(A.T.G.)

L13

PI231+23.84

L11

374 376

DB 9769 PG 1959

P.T.S.E.

docum entsi ntended to be

W ALK

W ALK CONC

(T.B.R.)

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

389

S57°50'36"E 70.00'

N57°50'36"W L10 36.47'

ASPH

P L

T.S.C.L.

N\F FRED A. & TRACY J. DESHA 402 NORTH NEW FLORISSANT ROAD

(U.I.P.) SET IRON ROD W\CAP

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

32+00

N31°48'03"E 0.66'

(A.T.G.) 57.50'R

STA 30+66.54 10.5'W R.E.

17.97'

ASPH

386

385

(U.I.P.)

0.25'

(A.T.G.)

EXIST ROW

S.F.

MATCHLI NE C.L. STA 35+00 = S.W .STA 235+00

ROW

HYD

SEE CURB RAMP DETAIL S

08J4-147S

U POLE

397

N31°47' 55"E 4.45'

EXIST PB

ROW

375

9,683

S57°46'17"E 80.01'

(U.I.P.)

03"E 56.76' N31°48'

381

371

382

31+00

372

LOT 8

1"=5'

W\CAP

PI232+49.52

379

(U.I.P.)

57.50'R

S.F.

S57°47'52"E 1027.30'

EXIST CONC CURB

0.25'

270

LOC# 08J211065

378

S57°50'36"E 3193.66'

57.50'R

CURB REPLACEMENT

TSCL:

(T.B.R.)

STA 31+46.08 BEGIN

WASHINGTON ST

S.F.

CK O L B

EXIST PB

EXIST SIGNAL POLE

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

08J4-114D

08J4-113D

S.F

PTSE:

C.L.

SET IRON ROD W\CAP

9,683

EXIST. PROPERTY:

REMAINING:

SET IRON ROD

S57°50'36"E 320.18'

EXIST. PROPERTY:

228

SEE ENLARGED DETAIL HH THIS SHEET

P L

(U.I.P.)

EXIST ROW

REMAINING:

395

L=40.00' T=20.00' D=00°02'44"

(T.B.R.)

(U.I.P.)

R=50,308.49'

CABINET

6 21 ° .1 5 5 8 ' '3 9 " E

EXIST CONC CURB

EXIST. PROPERTY:

226

PC31+93.66

1"=5'

EXIST SIGNAL

NO ACQUISITIONS

PROP. 11.7%

N31°47'54"E 0.55'

PT32+33.66

ENLARGED PLAN R

5 7 G4 7P 8 9 6 DB1

EX. 8.3%

396

MILING LIMITS 78.25' LT

223

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

STA 30+07.68 11.25'W R.E.

MATCHLI NE C.L.STA 30+00 = S.W .STA 230+00

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

SCALE: 1" = 20'

P L

0 '

SCALE IN FEET

EXI ST

03"W S31°48' 5.67'

. .E

25"W S31°53'

0 1' 16 " W

ROW

222

25"W S31°53'

N 13 °

EXI ST

10 .6 7

157

54"E 54.25' N31° 4 7'

MISSOURI AMERICAN WATER EASEMENT DB 13719 PG 404

54"E N31° 4 7'

156

responsi bi l i ty f oral lother

REVI SI ONS

N76°58'44"E 4.00'

7/7/2022

Chest er f i el d,M i ssour i63017

S 13 ° 2 0 1. 1 2 '1 8 6" ' E

5 .5 0 '

DESCRI PTI ON

390

N57°47'52"W 55.42'

APP.

PLS-2007000085

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

C.L. '

Ihereby speci f y thatthe

2 .8 4

N57°47'52"W 60.97'

2 .2 7

CHARLES EDWIN QUINBY JR.

thi ssheet,and Ihereby di scl ai m

391

DI SCLAI M ER OF RESPONSI BI LI TY

97.50'

T.S.C.L.

DESIGNED:

GDO

P.S.E. DRAWN:

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

AMA CHECKED:

STS PARTIAL DEPTH REPAIR FULL DEPTH REPAIR

SHEET SEQUENCE:

OF 146

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

COUNTY PROJECT NO.

P L

20MSD-00206 MSD BASE MAP: CHARLES EDWIN QUINBY JR.

NO ACQUISITIONS

LOC# 08J210756

8,383

S.F

PSE:

S.F.

TSCL:

686

S.F.

EXIST. PROPERTY:

EXIST. PROPERTY: TSCL:

LINE TABLE

S57°47'52"E 12.67' N3 2° 1 0 2 6. ' 94 2" W '

T.S.C.L.

S31°47'54"W 3.00'

N57°47'52"W 6.43' 418

419

L1:

S57°47'52"E

8.31'

L2:

N65°21'17"W

9.80'

L3:

N57°47'52"W

5.13'

L4:

S50°14'27"E

5.04'

L5:

N57°47'52"W

46.84'

L6:

N57°47'52"W

13.54'

L7:

N32°12'08"E

2.78'

L8:

N32°12'08"E

16.40'

L9:

N57°47'52"W

27.64'

L10: S32°12'08"W

16.12'

L11: N57°47'52"W

17.83'

L12: S57°47'52"E

18.09'

L13: S39°24'19"E

17.89'

L14: N57°47'52"W

20.13'

L15: N32°12'08"E

17.89'

L16: N39°24'19"W

19.76'

L17: N57°47'52"W

23.32'

L18: S32°12'08"W

19.50'

ENLARGED PLAN U

L19: N57°47'52"W

25.42'

1"=5'

L20: N34°40'46"W

31.66'

REMAINING: REMAINING:

8,383

9,072

S.F

747

S.F.

9,072

LOC# 08J210723

LOC# 08J210679

COMMITMENT# 18-225863-KEE

COMMITMENT# 18-225864-KEE

PSE: TSCL: REMAINING:

S.F.

CK LO B

EXIST. PROPERTY: PSE: TSCL: REMAINING:

9,016

S.F.

431

S.F.

9,016

S.F.

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

NOT FOR CONSTRUCTION M O CORP.ENGI NEERI NG LI CENSE NO.E1523D

F. 636 537 0275 Chest er f i el d,M i ssour i63017

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

T. 636 537 5585

10,044

S.F

150

S.F.

578

S.F.

10,044

S.F.

S.F

Draw i ngs,Speci f i cati ons,

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

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

CSMA BLT LLC 1290 WASHINGTON STREET DB 21662 PG 4430

S.F.

Ihereby speci f y thatthe

N\F

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

EXIST. PROPERTY:

420

REV.DATE

L15

N\F

COMMITMENT# 18-225862-KEE

453

PU BLIC W O RK S

EX. 13.0%

L14

PI239+96.27

441

PI239+77.18

SEE ENLARGED DETAIL V THIS SHEET

PROP. 14.8%

N\F JOHNATHAN EDWARDS 1260 WASHINGTON STREET DB 22806 PG 2186

CONC WALK

TRA N SPO RTA TIO N

433

REMOVE EXIST SIDEWALK 452

(U.I.P.)

MATCHLI NE C.L.STA 39+98 = S.W .STA 240+00

P L

EX. 14.4% PROP. 17.5%

PI239+07.59

N57°47'52"W 2.92' 438

450

(U.I.P.) PI239+11.46

STA 38+48.82 R.E. 19.5'W

437

456

(U.I.P.)

P.S.E.

CONC WALK

240+00

TREE

449

( 8 OF 18)

LOC# 08J211229 COMMITMENT# XX-XXXXXX-XXX

ASPH

L12

L1 6

1.00'

ROW PLAN SHEET

1240 WASHINGTON STREET BK 23032 PG 230

DB 19429 PG 3258 LOC# 08J210822 COMMITMENT# 18-225860

(U.I.P.)

62.00'R

L1 3

RESURFACI NG

SANDRA MOGUEA TORRES AND RICHARD GOMEZ MARTINEZ J/T

L11

CONC WALK

P L

STA 38+34.03 R.E. 9.25'W

PI238+33.07

PI238+20.42

PI238+15.42

N\F

N58°12'06"W 3.94'

417

DI SCLAI M ER OF RESPONSI BI LI TY

08"E N31°46'

FOUND IRON PIPE

EX. 14.6% PROP. 17.5%

434

EXIST ROW

T.S.C.L. L17

54"E N31°47'

ASPH

L6 CONC

N\F MARY A. ALCORN 380 NORTH CASTELLO STREET

436

N57°47'52"W 25.11'

P L

430

L19

PI238+10.37

P L

ST EXI

ROW

54"E N31°47'

80.40

STA 36+78.39 OFF 32.77' RT BEGIN CURB REMOVAL

T.S.C.L.

PI239+28.39

L9 435

432

(U.I.P.)

13.48'

239+00

L10

426

(U.I.P.)

PI239+16.46

L2 0

C.L.

56.00'

(A.T.G.)

26.99' (A.T.G.)

25.25' WM (A.T.G.) 56.00'R

7/14/2021

W ASHI NGTON STREET

(A.T.G.)

R 54"E 111.75' N31°47'

163.40'

08"E N31°46' P L

P L

424

L1 j

L2 427

(U.I.P.)

C 111.91'

LOC# 08J210921 COMMITMENT# 18-225859-KEE

08"E N31°46'

P L

EXIST MODULAR BLOCK WALL

238+00

N57°47'52"W WM 32.45' (U.I.P.)

421

08J4-106D

ROW

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

P L

EXIST SIGN (U.I.P.)

N57°54'33"W

P.S.E.

(U.I.P.)

S57°47'52"E 324.02' (A.T.G.)

451

2.00'

GV U POLE

431

(U.I.P.)

54"E N31°47'

S.F.

4.00'

447

(A.T.G.)

DATE:

40+00

(RELOC.)

S42°02'02"W 1.16'

429

EXIST SIGN

448

39+00

FOUND CUT CROSS

U POLE

(U.I.P.)

(A.T.G.)

FOUND IRON ROD

(A.T.G.) 75.00'R

08J4-009D

S41°53'08"W 0.92'

23.13'

08J4-107D

R 111.77'

13,166

REMAINING:

S.F.

SEE CURB RAMP DETAIL X

428

66.69'

(U.I.P.)WV

(U.I.P.)

425 423

(U.I.P.)

S57°47'52"E 1027.30'

38+00

(U.I.P.)

S31°47'54"W 5.00'

ST EXI

S.F

08"E N31°46'

54"E N31°47' ROW

237+00 SET IRON ROD W\CAP

STA 36+54.53 OFF 32.58' RT END CURB REMOVAL

13,166

422

75.00'R

SET CUT CROSS

(A.T.G.)

(U.I.P.)

WASHINGTON ST EXIST CONC CURB

(U.I.P.)HYD WM

STA 38+32.33 BEGIN NEW 5' W SIDEWALK

19.84'

6 " 5 '4 3 9 ° 0 .0 0 '

1.00'

(U.I.P.)

TSCL:

(A.T.G.)

T.S.C.L.

EXIST DECORATIVE RAIL

EXIST. PROPERTY:

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

S57°47'52"E 324.02'

EXIST ROW

50.00'R 49.99'C j

(U.I.P.)

08J4-103D

EXIST MODULAR BLOCK WALL

55.00'R

(U.I.P.)

08J4-101D

EXIST MODULAR BLOCK WALL (U.I.P.)

S35°54'34"W 0.05'

55.00'R

236+00 C.L.

55.00'

40+ 00

j j

235+00

54.00'R 54.03'C

39+ 00

(U.I.P.) 163.37'

EXIST ROW

(U.I.P.)

38+ 00

U POLE

FOUND IRON PIPE

36+ 87. 88 21 . 375

36+ 45. 1 3 21 . 375

SEE ENLARGED DETAIL U ' 0 THIS SHEET .0 3 R

(U.I.P.)

EXIST CONC CURB

37+ 00

36+00

ASPH

ASPH ASPH

08J4-010D

ASPH

NEW 4" TYPE 'S' CURB 7 6 FULL DEPTH SAWCUT 1 37+00 1 0 0 R 2 STA 37+12.36 END 2 08J4-112S 2 3 -R 3 -R 0 BUMPOUT . 0 W W (A.T.G.) 0 R LC R LC ' WM (A.T.G.) A A 0.63' U POLE (U.I.P.) C GV (A.T.G.) C S57°47'52"E 42.75'

' 0 0 1.

FULL DEPTH SAWCUT

S57°47'52"E 290.05'

36+ 00

35+00

S31°46'08"W 0.03'

S21°41'14"W 0.47'

36+ 87. 58

NEW 4" TYPE 'S' CURB

3 2 -L W C R L A C

SEE CURB RAMP 0 3 DETAIL W 3

NO ACQUISITIONS

FOUND IRON PIPE

FOUND IRON ROD

21 . 375

STA 35+23.47 BEGIN BUMPOUT TAPER

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

j j

36+ 44. 83

S57°47'52"E 290.74'

LOC# 08J210877

NO ACQUISITIONS

(U.I.P.)

21 . 375

HYD WV

LOC# 08J210833

LOC# 08J210899

STA 39+01.10 R.E. 10.75'W

163.93'

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

08J4-104D

R 54"E 111.75' N31°47'

EXIST ROW

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

20.03'

(U.I.P.)

NO ACQUISITIONS

4 2 0 3 3 -L W R LC A S57°47'52"E 42.75' C

08J4-102D

LOC# 08J210932

LOC# 08J210943

54"E N31°47'

(U.I.P.)

N\F JOHN S. MATTHEWS 1265 WASHINGTON STREET DB 22120 PG 3214

P L

SET IRON ROD W\CAP

DB 12534 PG 521 LOC# 08J210954

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

(U.I.P.)

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

L18

08J4-105D

N\F DANIEL G. JACQUEMIN 1205 WASHINGTON STREET

P L

LOC# 08J211009

NO ACQUISITIONS

35+ 00

MATCHLI NE C.L.STA 35+00 = S.W .STA 235+00

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

1"=5'

ST EXI

ROW

SCALE: 1" = 20'

ENLARGED PLAN V

ASPH

N TH STELLO CA ST EL LOST NOR CA ST R EE

REVI SI ONS

7/14/2021

ROW PLANS

442

responsi bi l i ty f oral lother

445

T.S.C.L.

thi ssheet,and Ihereby di scl ai m

PLS-2007000085

07' 3. 1

DESCRI PTI ON

W 06" 0' 1 N66°

8J, 9J

APP.

35' 9.

S3 3. P.S.E. 0 1 °1 4' 0' 52 N57°47'52"W "E 5.31'

SCALE IN FEET

EXIST CONC CURB

6834H-21

446

S57°47'52"E 17.27'

E-W GATEWAY TIP NO.

54"E N31°47'

443

212.95'

STP 5598(609)

MSD: 444

W 06" 0' 1 N66°

FEDERAL PROJECT NO.

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

P L

440

AR-1719

DESIGNED:

GDO

LEGEND DRAWN:

SIDEWALK REMOVAL TYPE 'C' ASPHALT

AMA CHECKED:

STS

TEMPORARY EASEMENT SHEET SEQUENCE:

PERMANENT EASMENT

OF 146

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

COUNTY PROJECT NO.

RONARC PLACE PB 51PG 51

P L

AR-1719

FEDERAL PROJECT NO.

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

6834H-21 MSD:

20MSD-00206 MSD BASE MAP:

8J, 9J

2 39'

4 "E

LOC# 08J210592 COMMITMENT# XX-XXXXXX-XXX

6 6 .6 2 '

35"E N40°27'

P L

LOC# 08J210624

9 1. 7 8 '

E X I S T R O

N\F N\F

SHAWN JAMES DOYLE 1360 WASHINGTON STREET DB 22612 PG 560

LOC# 08J220470

LOC# 08J220458

MICHAEL P. ALFANO 1380 WASHINGTON STREET DB 19258 PG 1063

COMMITMENT# 18-225867-KEE

COMMITMENT# 18-225868-KEE

LOC# 08J220393

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

thi ssheet,and Ihereby di scl ai m

DESCRI PTI ON docum entsi ntended to be

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

COMMITMENT# 18-225865-KEE

6 '2 1" E

P L

7"W

P L

SET IRON ROD

N\F PAULA MARIE CZAMECKI 1392 WASHINGTON STREET DB 21224 PG 2188

W/ CAP

LOC# 08J220250 COMMITMENT# 18-225870-KEE

NO ACQUISITIONS 12,768

EXIST. PROPERTY: PSE:

S.F.

TSCL:

543

S.F.

485

S.F.

12,768

S.F.

TSCL: REMAINING:

REMAINING:

12,825

S.F.

S.F

S.F.

565

S.F.

8,992

S.F.

NO ACQUISITIONS

S.F PSE:

TSCL:

8,992

REMAINING:

LINE TABLE 8,663

S.F.

PSE:

S.F.

TSCL:

455 8,663

EXIST. PROPERTY:

REMAINING:

PG 7770 DB 1 ENT M E S EA MSD 5'

FOUND IRON PIPE N58°12'06"W 0.05'

744 1

MSD 5'

PG 7770 B 1 NT D E M E EAS

748 1

465

ENLARGED PLAN W

L3:

N57°47'52"W

20.13'

S.F.

L4:

N38°42'35"W

15.12'

L5:

S38°42'35"E

24.85'

L6:

N32°16'56"E

14.00' 10.63'

N32°12'08"E N57°47'52"W

9.76'

RAD= 165.76' LGTH= 56.03'

L9:

S32°16'56"W

14.00'

CHD= 55.76 S46°26'45"E

L10: S32°12'08"W

10.62'

L11: N57°47'52"W

22.99'

L12: S56°19'16"E

13.86'

L13: S56°07'45"E

21.59'

L14: N32°12'08"E

15.33'

L15: N59°00'57"W

20.58'

L16: N30°59'03"E

17.71'

L17: S32°12'08"W

16.18'

L18: S57°47'52"E

1.58'

L19: N57°47'52"W

7.42'

ENLARGED PLAN X

L20: N57°47'52"W

24.38'

1"=5'

EL21:S31°47'54"W

15.00'

l22: N56°07'45"W

0.90'

487

8 L1

00' 45. 1 RAD= ' 2 3 . 55 L=

469 S31°39'27"W 0.99'

488

468 486 L22

W 36" N50°42' 68' . 31 L17

467

463

7.73'

S.F.

L8:

7"W

466

35.03'

L7:

' 18.12

N57°47'52"W

CURVE TABLE

2 39'

N31°47'54"E 2.00'

S57°47'52"E

L2:

491

S31°

N31°47'54"E 5.65' 464

40' . E 24 ' 52" ' 7 4 85 . S57° 7 1 "W 8 5 "W 3' 1 58 ° ' 6 3 ' 1 N7 6° . 69 7 4 9 N 1 L1

L1:

P L

1 . 71 '

FOUND IRON PIPE

P L

490

C1:

( 9 OF 18)

EXIST. PROPERTY:

ROW PLAN SHEET

S.F

ROW PLANS

12,825

RESURFACI NG

EXIST. PROPERTY:

W ASHI NGTON STREET

4 "E

RO W

5 4 7'

SCOTT D. MCCLURG & JANE G. MCCLURG 1320 WASHINGTON STREET DB 22063 PG 96

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

54 7'

S31°

5 4 7'

N\F

N\F MINICKY, LEAH 1330 WASHINGTON STREET BK 23566 PG 147

CONC

PU BLIC W O RK S

4 N31°

N31°

DB 2913 PG 414

7"E

N31°

6' 161.7

RO W

4 "W

ST EXI

5 4 7'

' .0 7

U POLE (U.I.P.)

LACLEDE GAS EASEMENT

N\F ST EXI

S31°

C.L.

S 0 5 °

1/25/2022

45 +0 0

4 . 5 '

W/ CAP 2 9 .1 6 '

DATE:

F. 636 537 0275

SET IRON ROD

2 39'

SEE CURB RAMP DETAIL Z

37 2. 67 '

Chest er f i el d,M i ssour i63017

R=145.00' 08J3 -0 2 A. L=20.13' ( T. 32D G. )

EX .3 PR O P .0 .5 % .3 %

CONC

" 27 9' 2 ° 79

RO W

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

R W/ CAP

S2 2° 51 ' 39 " E

EX I ST

TRA N SPO RTA TIO N

W/ CAP

SET IRON ROD

24 4+ 00

1 76 . 38 '

24 5+ 00

R 30 0'

SET IRON ROD

ST A 4 CU RB 4+2 RE 2. 0 PL 9 E AC N EX EM D I ST EN CO T ( NC U. ' I . CU P. RB .0 ) 9 R

T. 636 537 5585

485

U POLE (U.I.P.)

S39° 34' 29" E 49 . 23' EXI 495 ST R

S2 2° 51 ' 39 "E

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

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

PI24

N56°07'45"W 3.09' 494

EL21

24 3 +59 .82

5 L1

489 PC

484

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

P L

.35 2+52

.12 2+32

S31°47'54"W 3.00'

PI24

480

W 45" 07' N56° ' 42 26.

C CO N

483

(U.I.P.)

44 +0 0

45 M A +1 TC 3 HL I = N S. E W .S TA

2 " 1' 4

C.L.

6" T YPE

1.56'

5' 46 "

493

ASPH

0.66

C1 W 6" 3 2' 4 3 + 00 N50°42 68' . 31 L16

L17

' 18.12

2% EX.7. 3% 2. 1 . P O R P

(U.I.P.) W 52" 7' 4 ° 7 N5 76' 29.

NEW

' S' SET CUR CUT B CRO SS

ST ROW EXI

3 L1

LOC# 08J221130

(U.I.P.)

N31°

2"W

% 12.5 EX. .7% P.16 PRO

5 4 7' N57° ' 4 .26

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

.20 0+64

.2 0+83

475

476

POLE U 2 L1

00' 56.

.4 1+74

478

42' 35.

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

08J3-0231D

W/ CAP

.0' R 1

58' 20.

(U.I.P.)

RAD= 1 45. 00' L = 55. 32'

58' . 1

496

' 12.20 7.83 4 3+1 STA R.E. W .25'

U POLE W/ DROP

(A.T.G.)

SET IRON ROD

STA 43+ 34. BEG 64 I N C URB REP LAC EME NT

" 42 8' °2

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

) WM G. T. A. (

PI24

CONC

C.L.

W 52" 47' N57° ' 0 0 20.

CONC WAL K

L10

1 L1

ASPH

SEE ENLARGED DETAIL W THIS SHEET

U CH

T.S.C.L.

PI24

454

.P.) (U.I

D FOUN TED ADOP

AU B

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

GN I ST S EXI .P.) (U.I

NE STO

' 21.4 8

2.8% EX.1 .5% P.12 PRO

C.L.

LE U PO

SS CRO CUT SET

4% . EX.4 4% 3. . P O PR

0.4 6 4 1+4 ST A R.E. 'W 17.25

P.S.E.

471

455

65' 5.

PI24

75' . E 42 52" 47' S57°

+00 472 241

L20

481

08J3-088S

1.58'

59' 7. 00 E 21 00' 52" 242+W ' 80. 7 4 ° 7 " 5 2 S 5 °47' L. N57 C. S. 90' T. 56. 479

ST R EXI

CURB SEE L Y I A DET

) P. . I U. (

' 13.63

) G. T. A. (

P RON PE D I 53' PI . FOUN W 0 RON I 3" 0 ' 60' 8 0. 2 OUND ° F 2 W 2 " S 06 ' 1 1 CURB N85° C N O ST C EXI

474

3= 41 +00 1 33. + 473 A 40 T S 00 ST 00. 50+ GTON A N I T H WAS ST S GN CHON (A.T.G.) D SI AUBU CATE O L E 60' GV R 55. (A.T.G.) 470 00' WM 80. OW RAMP

0 42+0

43+00

L14

PE PI RON D I 92' 3. FOUN E " 48 23' S60°

30' 027. E 1 2" 5 ' 7 4 S57° PE I

497

(U.I.P.)

OT S FO CROW CUT T E S

CONC

458

TON G N I H WAS

477

GN D SI CATE RELO RAMP CURB SEE L AA I DETA

) G. T. A. (

S 1 1 1 408J

00' 50. OW ST R EXI

25' 4. 1

SEE ENLARGED DETAIL X THIS SHEET

08J3-107D

CONC

NO ACQUISITIONS

15 .3% EX.6 0% P.6. PRO

75 . E 42 52" 47' PE I P S57° N RO D I 34' . 0 FOUN E 02" 29' ° 0 5 S D 1 01 408J

PE RON PI FOUND I 07' W 0. 22" 3°44' N1

7' 1 9. (U.I.P.)

(U.I.P.)

8 °

C AP

GN SI

94' 4. '

462

00' 50.

24' 50.

ASPH

W ALK C O NC

T. S. C. L.

.P.) (U.I

O LE U P

RO D

.P.) (U.I

RO N I

461

EXIST CONC CURB

06' 4. E 32 " 2 5 ' 47 S57°

PE RON PI FOUND I

R= 31 7. 77' L= 1 93. 76' T= 1 00. 00' D= 34° 56' 1 3"

U POLE

PT 24 3 +36 .75

.P.) (U.I

D -012 08J4

SET

ST EXI

NE O C .) 00 LI H (REL 24 0+ M ATC .STA = S.W 9+98 TA 3 C .L.S

P.S.E.

(U.I.P.)

00' 60.

U POLE

00' 50.

DI SCLAI M ER OF RESPONSI BI LI TY

00' 50.

C. L. ST A

P L

N60°44'25"W 0.26'

CONC

(U.I.P.)

RAD W " SET 25' OFFSET = 30. 2 00' '2 IRON ROD W/ CAP 5 L= 20. 4 S8°418'22"E 25.00' 42' ° 9 8 N S1 8° N8 4 9° 8' 22 4 EX 5' I ST "E 22 RO "W 4 0. W 1 8' 1 0. PE RON PI FOUND I 88 ADOPTED '

' 81 3. 1

.7 2

FOUND IRON PIPE

+5 4

P L

PC 4 2

Ihereby speci f y thatthe

N57°47'52"W 20.00' P L

2' 159.8

96 +60.

IRON ROD W\CAP

CONC ASPH

REV.DATE

SET 20' OFFSET

P L

NO ACQUISITIONS

CONC

NO ACQUISITIONS

LOC# 08J220612

NO ACQUISITIONS

LOC# 08J220623

CURB INLET

REVI SI ONS

LOC# 08J221206

APP.

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

LOC# 08J220601

PE RON PI FOUND I 39' W 0. 43" S85°20'

89 °3

LOC# 08J220568

NO ACQUISITIONS

P L

08"E 50'

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

OW ST R EXI

.P.) (U.I

-013 08J4

GN I ST S EXI .P.) (U.I

NO ACQUISITIONS

LOC# 08J220645

459

7% 12.80

N31°

08"E 50'

4 "E

54 "E 4 7'

08"E 50'

N31°

5 4 7'

N31°

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

UTTMOST PROPERTIES LLC 1305 WASHINGTON STREET DB 25068 PG 531

3.18'

CONC

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

LOC# 08J220634

C.L.

E. S. P.

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

N\F

460

N31°

T O L

5 N31°

RO W

457

T O L

PT 44

S.F.

SCALE: 1" = 20'

8,038

SCALE IN FEET

.1. PR ST 5% OP A .2 4 4 10. . + 6 0'W 6.4 3% 4 R.E . PT 24 4+ 74 .8 0

S.F.

6. 0'

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

TSCL:

T O L

1/25/2022

08"E 50'

S.F.

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

N31°

08"E 50'

PSE:

T O L

08"E 0'

S.F

PLS-2007000085

T O L N31°

ST EXI

8,038

REMAINING:

N\F B R A DL E YJ . HOL B R OOK 1 2 9 5WA S HI NGT ONS T R E E T DB1 2 2 5 9P G1 3 0 4 L OC #0 8 J 2 1 0 8 3 3

T O L

EXIST. PROPERTY:

OW ST R EXI

NOT FOR CONSTRUCTION

CHARLES EDWIN QUINBY JR.

DESIGNED:

GDO

LEGEND

DRAWN:

AMA

SIDEWALK REMOVAL

CHECKED:

STS

TYPE 'C' ASPHALT

SHEET SEQUENCE:

TEMPORARY EASEMENT

OF 146

PERMANENT EASMENT

1"=10'

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

COUNTY PROJECT NO. L1:

S57°53'39"W

1.39'

RAD=20.00 LGTH=13.52

L2:

S57°53'39"W

2.27'

CHD=13.26 N88°01'13"E

L3:

N/A

L4:

N/A

L5:

S58°10'45"W

9.12'

L6:

N57°53'39"E

11.31'

L7:

N32°06'21"W

46.00'

L8:

S57°53'39"W

10.88'

L9:

P L

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

l i mi ted to the desi gn aspectsof

Property i nf orm ati on,orother

NOT FOR CONSTRUCTION F. 636 537 0275 Chest er f i el d,M i ssour i63017

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

PU BLIC W O RK S

L15

LOT 4

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

9.520%

0.88

EX. 9.5% PROP. 11.7%

TRA N SPO RTA TIO N

DB 17581 PG 4092 LOC# 08J220030 COMMITMENT# 18-225875-KEE

EXIST. PROPERTY:

8,852

S.F

EXIST. PROPERTY:

S.F

EXIST. PROPERTY:

PSE:

148

S.F.

PSE:

TSCL:

478

S.F.

TSCL:

S.F.

427

S.F.

REMAINING:

8,852

S.F.

REMAINING:

9,125

S.F.

9,125

8,750

S.F

PSE:

S.F.

TSCL:

486

S.F.

REMAINING:

8,750

S.F.

( 10 OF 18)

1450 WASHINGTON STREET

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

ROW PLAN SHEET

N\F NATHAN & AMANDA RUBACK

ROW PLANS

LEGEND

524

P L

LOC# 08J220041

STA 49+62.31 17.25'W R.E.

S57°53' 39"W

STA 48+92.86 10.0'W R.E. PI248+90.28

N32°06'21"W 3.65' 521

LOT 5

LOT 6

COMMITMENT# 18-225874-KEE

13.81'

PI248+80.93

PI248+65.76

PI248+51.20

K CONC WAL

T. 636 537 5585

j j

PROP. 1.5%

FOUND IRON PIPE S32°06'21"E 0.29'

516

526

23.60'

520

P L

RO W

EX. 1.0%

P L

NO ACQUISITIONS

N32°06'21"W

20.00'

EX. 2.6%

DB 14048 PG 589

30"

(U.I.P.)

N32°06'21"W

PROP. 1.5%

1440 WASHINGTON STREET

T.S.C.L. L14

W ASHI NGTON STREET

COMMITMENT# 18-225873-KEE

DB 12546 PG 1337

N\F

525

C.L.

SIDEWALK EASEMENT

REBECCA K. & TIMOTHY R. ZOLL

S32°06'21"E 53.98' EXIST ROW

DESIGNED:

GDO DRAWN:

SIDEWALK REMOVAL TYPE 'C' ASPHALT

AMA CHARLES EDWIN QUINBY JR.

CHECKED: YO

LOC# 08J220162

505 PERMANENT

519

49.05'

70.00'

7/14/2021

TEMPORARY EASEMENT PLS-2007000085

STS SHEET SEQUENCE:

DB 20316 PG 3825

515

517

537

DATE:

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

1430 WASHINGTON STREET

507

CONC

S57° 53' 39"W

N\F MATTHEW M. UBDEGROVE

CONC

EXI ST

NO ACQUISITIONS

S57° 53' 39"W

COMMITMENT# 18-225872-KEE

LOT 7

LOC# 08J220195

A LP H A A D R D R IV

NO ACQUISITIONS

DB 21662 PG 4550

P L

COMMITMENT# 18-225871-KEE

S57° 53' 39"W

1420 WASHINGTON STREET

0.50'

S32°06'21"E 739.90' L7

(A.T.G.)

523

N32°06'21"W 59.16'

PI248+75.93

W/ CAP

08J3-093S

CONC

SET IRON ROD W/ CAP SET IRON ROD

RO W

LOC# 08J221107

1 C

4 .09

30.92'

S32°06'21"E 50.00'

EXI ST

CSMA BLT LLC

S57°53' 39"W

N\F

DB 20044 PG 2520

506

N31°49'15"W

501

522

U POLE (U.I.P.)

T.S.C.L.

(U.I.P.)

WILLIAM KEEVEN 1392 WASHINGTON STREET

SEE ENLARGED DETAIL Y THIS SHEET

P.S.E.

PI248+36.07

N\F

248+00 EXIST SIGN

0.4 6

SEE CURB RAMP DETAIL BB

S32°06'21"E 673.50'

49+00

51.50'

STA 48+22.04 24.0'W R.E.

P L

CONC

SET IRON ROD W\CAP

249+00 WM

PI24 7+5

LOT 8

EX. 0.5% PROP. 1.3%

S32°06'21"E 96.69'

73.00'

4 C E

(U.I.P.)

5 C E

EXIST ROW

DB 125446 PG 1345

SET IRON ROD W/ CAP

S79°08'27"W

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

(U.I.P.)

CI TY OF FL ORI SSANT DB 5430 PG 291

EASEMENT

54.50'

SET IRON ROD W\CAP

R OS P B E 49 A R OSP NN P B EG 49 A8 N8 N P G 88

U POLE

EXI ST ROW

PERMANENT SIDEWALK

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

(U.I.P.)

C.L.

(U.I.P.)

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

C E

CONC

(A.T.G.)

PI24 7+4

S32°06'21"E 238.24'

S28°1 6' 39" E 1 1 0. 52'

6.50'

" 18 ' 5 4 8 + 0 0 4 ° 0 8

24 7 + 0 0

08J3-115D

(U.I.P.)

N89°1 4' 35" E 2. 64'

Esti m ates,Reports,Surveys,

REVI SI ONS LOC# 08J220052

NO ACQUISITIONS

MATCHLI NE C.L.STA 50+03 = S.W .STA 250+00

1 ORCHARD DRIVE DB 13913 PG 2760

ASPH

REMOVE EXIST CONC SIDEWALK

C.L.

EX. 0.5% PROP. 1.3%

S57°53' 39"W

BY REV.DATE

P L "E

T=20.00'

SCALE: 1" = 20'

N\F DENNIS A. CLARK

N7 9° 08 ' 27

PT48+67.31

0 8+27 .4 PC 4

R=247.36' L=39.91'

DI SCLAI M ER OF RESPONSI BI LI TY

4 2 G P 4 3 8 5 B

'5 16

FOUND IRON PIPE S29°58'21"E 0.07'

24"

N57°53' 38"E

SCALE IN FEET

LOC# 08J220151

j j

° 9 7

70.05'

EX. 0.5% PROP. 0.9%

NO ACQUISITIONS

E D

WAS HI NGT ON

4 7 + 0 0 7"

STA 46+93.07 R.E. 10.0'W

STA 46+23.54 18.25'W R.E.

STA 45+87.14 10.5'W R.E.

(A.T.G.)

11.31'

8.88'

P L '3 5 14 9 ° 8 S

DB 19869 PG 994

BLOCK WALL

(A.T.G.)

24 6 + 0 0

FOUND IRON PIPE N82°49'27"W 0.40'

P L

1495 WASHINGTON STREET

5' R 8.

(U.I.P.)

CI TY OF FL ORI SSANT DB 5430 PG 289

08J3-090S

P L

D=09°14'42"

" 6 0 ' 5 0 1° 8

08J3-089S

L15: S57°53'39"W

LOT 3

EXIST MODULAR

(A.T.G.)

84.38'

N89°14'35"W 5.00'

08J3-113D

U POLE

5' OFFSET

A C

ROW S22° 51 ' 39" E 1 37. 05'

EXI ST

08J3-109D

(U.I.P.)

25.30'

514

N\F

A T

SET IRON ROD W/ CAP

STA 45+13.41 10.0'W R.E.

SET IRON ROD W/ CAP

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

U POLE(U.I.P.)

(U.I.P.)

L14: N32°06'21"W

JOHN B. HARING TRUST

3 ' 4 5 ° 0 8

1.35'

ASPH

SET IRON ROD W/ CAP

(U.I.P.)

7.94'

L13: N57°53'39"E

8J, 9J

ROW

DR LILA

S22° 51 ' 39" E 50 " . 64' 9

" 19 ' 0 1 ° 0 8

L12: S32°02'01"E

EXI ST

LOC# 08J221525

NO ACQUISITIONS

WASHINGTON ST STA 46+16.80= LILA DR STA 50+00.00

ASPH j

S58°03' 00"W

P EXI ST

1421 WASHINGTON STREET

(U.I.P.)

(A.T.G.)

N57°53' 39"E

L I B LA 8 1

85.66' N58°03' 00"E ROW

24 5 +00 M AT C HLI NE 4 5+1 3 = S.W . STA STA C .L.

N\F

4 6 + 0 0

4.76'

P L

LOT 4

1"=5'

DB 17130 PG 851

S22° 5 1 ' 39 " E 37 2. 6 7 '

L10

ENLARGED PLAN Y

08J3-111D

U POLE

EXIST ROW

511

DB 12546 PG 1337

S22° 51 ' 39" E 1 76. 38'

CONC

512 PERMANENT SIDEWALK EASEMENT

(U.I.P.)

EX. 0.5%

N32°06'21"W 33.28'

W " 27 2' 3 ' 0° 28 N5 7.

EASEMENT FOR SUBDIVISION MONUMENT DB 5693 PG 532

PROP. 1.5%

29.31'

N32°06'21"W 25.50'

MICHAEL J. & JENNIFER VOTRUBA

SET IRON ROD W/ CAP

L11: N32°06'21"W

MSD BASE MAP:

authori zed by m y sealare

509

8.88' 3.36'

Draw i ngs,Speci f i cati ons,

1 3. 62'

N57°53'39"E

L10: N32°06'21"W

20MSD-00206

N30°56' 45" W

51.50' 2' 1 5. 1

CHD=28.34 S77°12'51"E

S32°06'21"E 739.90' 203 14.05' 65.06' 73.00' S26°39 ' 28" 1.34' E 1 1 . 07' L13 N1 8°1 9' 35' 53" . W L12 E 9 1 0. 9" 24' 4 ' °52 510 S45 518 L11 N32°06'21"W 1.08' 207

51.50'

W " 27 2' 3 0° N5

504

08J3-112D

" 0 2 ' 4 ANT SS 0 ORI FL ° TY OF CI 1 0 1 0 G 6 P8 DB 544

201

S57° 53' 39"W

A N G E 3 2

S32°06'21"E 37.45'

502

EXI ST R OW

EC5:RAD=20.00 LGTH=31.49

202

200

4 1 4. 1 E H= 7" T 3 ' LG 21 00 52° . S 20 5 D= . 8 A R 3 1 D= CH

S31°57'00"E 0.82'

CHD=28.28 N77°06'21"W

MSD:

RESURFACI NG

508

6834H-21

docum entsi ntended to be

S26°39'28"E 3.04' 513

503

FOUND IRON PIPE

EC4:RAD=20.00 LGTH=31.42

E-W GATEWAY TIP NO.

responsi bi l i ty f oral lother

CHD=28.28 N12°53'39"E

STP 5598(609)

thi ssheet,and Ihereby di scl ai m

EC3:RAD=20.00 LGTH=31.42

FEDERAL PROJECT NO.

DESCRI PTI ON

C2: N/A

AR-1719

APP.

C1: P L

CURVE TABLE

Ihereby speci f y thatthe

3 2 0 R 3 W -R 3 C A LC

LINE TABLE

PERMANENT EASMENT

OF 146

7/14/2021 N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\020_AR-1719_RW.dgn

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

STP 5598(609) P L

PERMANENT SIDEWALK

S23°38'53"E 0.81'

LOC# 09J540812

NO ACQUISITIONS

ASPH

(A.T.G.)

73.98'R

U POLE

46.05'

100.00'

SEE ENLARGED DETAIL AA THIS SHEET

PROP. 12.5%

N\F

S57° 53' 39"W

LOC# 09J541121

PSE: TSCL: REMAINING:

8,750

S.F

PSE:

S.F.

TSCL:

486

S.F.

8,750

S.F.

1530 WASHINGTON STREET

LOC# 09J540999

LOC# 09J540944 COMMITMENT# 18-225879-KEE

S.F

EXIST. PROPERTY:

S.F.

PSE:

498

S.F.

TSCL:

8,750

S.F.

REMAINING:

S.F

EXIST. PROPERTY:

S.F.

PSE:

447

S.F.

TSCL:

8,750

S.F.

REMAINING:

N\F

DB 22812 PG 2234

N32°06'21"W 27.42' STA 54+30.66 19.25'W R.E.

587

591

PROP. 12.5%

S32°06'21"E 149.69'

EXIST ROW

L33

2.50'

10.85'

PI253+96.10

27.25'

PI253+91.34

(T.B.R.)

254+00

578

N\F

P.S.E.

N32°06'21"W 111.49'

18"

592

(U.I.P.)

24"

36"

ASPH

(U.I.P.)

N\F

PHILLIP J. GARAGNANI

LEONARD A. & JULIE E. CZAJKOWSKI

1560 WASHINGTON STREET

1570 WASHINGTON STREET

DB 10174 PG 779

DB 17741 PG 571 LOC# 09J540768

COMMITMENT# 18-225881-KEE

COMMITMENT# 18-225882-KEE

EXIST. PROPERTY:

S.F.

PSE:

660

S.F.

TSCL:

9,125

S.F.

REMAINING:

35,311

S.F

EXIST. PROPERTY:

S.F.

PSE:

724

S.F.

TSCL:

35,311

S.F.

REMAINING:

S.F

EXIST. PROPERTY:

S.F.

PSE:

729

S.F.

TSCL:

34,473

S.F.

REMAINING:

34,473

17,736

EASEMENT

586

DB 12546 PG 1357 P L

P L

581

585

582

580

S26°2 5' 48" E 59.89' 5. 06'

S32°06'21"E 64.92'

S26°2 5' 48" E 9. 64'

52' E 9. 05" ' S37°51

S32°06'46"E 10.15'

L29

L30

L31

588 05" E ' 1 S 37°5 99' 4.

S32°06'21"E 13.25'

N32°06'21"W 87.84' 583

CHARLES EDWIN QUINBY JR.

254+00

584

LEGEND SIDEWALK REMOVAL TYPE 'C' ASPHALT

TEMPORARY EASEMENT PERMANENT EASMENT

PLS-2007000085

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

S.F

S.F.

668

S.F.

17,736

S.F.

LINE TABLE PERMANENT SIDEWALK

l i mi ted to the desi gn aspectsof

COMMITMENT# 18-225880-KEE

S.F

7/14/2021

EX. 5.4%

LOC# 09J540791

9,125

DATE:

PROP. 6.4%

LOC# 09J540856

LOT 1 8,750

EXIST LANDSCAPING

PI253+86.34

L25

DB 8625 PG 1685

T 2 O L 8,750

EX. 12.2% PROP. 13.3%

COMMITMENT# 18-225878-KEE

579

T.S.C.L. N32°06'21"W 87.84'

EX. 15.2%

ANNA L. TUCKER

LOT 3 EXIST. PROPERTY:

577

JOHN C. POOL

LOC# 09J541044

N32°06'21"W 19.50'

571

1490 WASHINGTON STREET

COMMITMENT# 18-225877-KEE

N\F

ASPH

(U.I.P.)

150.00'

L32

(A.T.G.)

574

DONALD J. PRICE JR. DB 18694 PG 529

30"

N32°06'21"W 24.75'

P L

CONC

1480 WASHINGTON STREET

1470 WASHINGTON STREET DB 16682 PG 880

N\F

P L

N\F JOANN M. LIPPMANN

565

EX. 13.6%

253+00

593

8.28'

U POLE (U.I.P.)

107.39'

PI253+81.57

552

573

C.L.

S72°54'47"E 0.68'

589

57"E N57°46'

T.S.C.L.

572

FOUND IRON PIPE

0.50'

P L

EX. 7.6% PROP. 7.1%

(U.I.P.)

42"

59.89'

S57°53' 39"W 24.75'

L11

36"

EASEMENT

L28

(A.T.G.) L26

P L

551

DB 12546 PG 1351

S31°55'24"E 0.27'

57"W S57°46'

549

EASEMENT

PERMANENT SIDEWALK

575

STA 52+51.54 14.75'W R.E.

S57° 53' 39"W

EX. 10.7%

CONC

S57° 53' 39"W

N32°06'21"W 36" 3.41' (U.I.P.)

PERMANENT SIDEWALK

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

FOUND IRON PIPE

DB 12546 PG 1357

0.50' 8.47'

N32°06'21"W 67.15'75.00'

N32°06'21"W 66.34'

HYD

252+00 L12

PI252+42.40

550

73.00'

S57° 53' 39"W

FOUND IRON PIPE

CONC

553

S57°53' 39"W 18.69'

L10

547

N32°06'21"W 45.66'

N32°06'21"W 24.34'

543

PROP. 10.2%

P.S.E.

STA 51+02.91 17.75'W R.E.

STA 50+32.34 17.5'W R.E.

PI250+29.72

PI250+20.68

PI250+15.68

538

S32°06'21"E 251+00 70.00'

WM (A.T.G.)

(A.T.G.)

(U.I.P.) j

542 L9

0.50' 59.89' S32°06'21"E 739.90'

541

539 C.L.

13.68'

12.78'

CONC

T.S.C.L.

U POLE W/ DROP

576

DB 12546 PG 1354

590

54+00

2 L

PI250+06.64

EXIST ROW

EASEMENT

N57°50'12"E 0.11'

PI252+28.63

70.00'

FOUND CUT CROSS

L24

2.50'

0.50'

70.00'

548

STA 51+75.34 15.75'W R.E.

540

549

S51°52'06"E 0.20'

PI252+19.86

544

53+00 PERMANENT SIDEWALK

21.19'

U POLE

(U.I.P.)

52+00

FOUND IRON PIPE

S51°57'06"W 2.27'

SEE ENLARGED DETAIL BB THIS SHEET

STA 53+19.81 10.5'W R.E.

51+00

FOUND IRON PIPE

COMMITMENT# 18-225876-KEE

212.10'

(A.T.G.)

S32°06'21"E 673.50' 545

DB 22773 PG 641

EXIST ROW

09J2-010S

WASHINGTON ST

PI252+33.63

'0 1" 8

9 °

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

DB 12546 PG 1348

1460 WASHINGTON STREET

(U.I.P.)

S32°06'21"E 517.16'

PERMANENT SIDEWALK EASEMENT

RENT PLUS PROPERTIES LLC

ASPH

U POLE

(U.I.P.)

105.00'

EXIST ROW

L1:

N57°53'39"E

10.88'

L18: N57°53'39"E

L2:

N57°53'39"E

1.45'

L19: S31°57'35"E

0.74' 4.35'

L3:

N32°06'21"W

4.32'

L20: N48°25'06"W

0.84'

L4:

S47°07'20"E

9.04'

L21: N32°06'21"W

66.34'

L5:

N32°06'21"W

60.33'

L22: S32°06'21"E

0.24'

L6:

N57°53'39"E

11.18'

L23: N32°06'21"W

3.63'

L7:

N32°06'21"W

43.05'

L24: N57°53'39"E

19.27'

L8:

S57°53'39"W

12.62'

L25: S57°53'39"W

21.23'

L9:

N32°06'21"W

23.54'

L26: N32°06'21"W

40.67'

L10: S57°53'39"W

11.18'

L27: N12°53'39"E

8.44'

L11: N32°06'21"W

25.67'

L28: S32°06'21"E

64.92'

L12: N32°06'21"W

31.73'

L29: N19°46'51"W

2.59'

L13: S23°38'53"E

3.40'

L30: N32°06'21"W

5.32'

L14: S15°47'36"E

3.78'

L31: N45°38'05"W

2.37'

L15: N32°06'21"W

5.05'

L32: S32°06'21"E

13.25'

L16: S31°57'35"E

3.50'

L33: S57°53'39"W

8.35'

L17: S48°25'06"E

3.40'

RESURFACI NG

09J2-010D

W ASHI NGTON STREET

SET IRON ROD W/ CAP 09J2-009D

( 11 OF 18)

NO ACQUISITIONS

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

DB 22484 PG 1380

PU BLIC W O RK S

14 S

9 ° 8

LOC# 09J540890

TRA N SPO RTA TIO N

5 '3

1565 WASHINGTON STREET

T. 636 537 5585

P L "E

DB 21928 PG 438

ASPH

529

REMAINING:

N\F PAUL MUNGAI MACHARIA & EUNICE W. MUNGAI

MATCHLI NE C.L.STA 55+01 = S.W .STA 255+00

MATCHLI NE C.L.STA 50+03 = S.W .STA 250+00

00' 20. RAD= L=31.34'

N32°06'21"W 3.96'

EXIST. PROPERTY:

1545 WASHINGTON STREET

08J3-120D

(U.I.P.)

REST SFR SUB LLC

8 9 °

NO ACQUISITIONS

SET IRON ROD W/ CAP

N\F

LOC# 09J540966

S31 °55' 57" E 50. 00'

528

DB 22125 PG 976 SET IRON ROD W/ CAP

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

P L P L

N\F CHARLES D. KUEHL

authori zed by m y sealare

9 ° 8 S

ASPH

docum entsi ntended to be

LOC# 09J541099

NO ACQUISITIONS

DI SCLAI M ER OF RESPONSI BI LI TY

DB 6762 PG 1303

T 2 O L

Property i nf orm ati on,orother

BY REV.DATE

2 ORCHARD DRIVE

Ihereby speci f y thatthe

EXI ST

ROW

40"E N57°40'

N\F ANDREW E. & JANET M. PARDO

ROW PLAN SHEET

P L

1"=5'

OR CH A R D

40"E N57°40'

ROW

ENLARGED PLAN AA

1525 WASHINGTON STREET

SEE ENLARGED DETAIL Z THIS SHEET

NOT FOR CONSTRUCTION

P L

1"=5'

EXI ST

DB 12546 PG 1354

Esti m ates,Reports,Surveys,

ENLARGED PLAN Z

EASEMENT

Draw i ngs,Speci f i cati ons,

562

SCALE: 1" = 20' PERMANENT SIDEWALK

responsi bi l i ty f oral lother

558

SCALE IN FEET

F. 636 537 0275

530

570

564

L23

Chest er f i el d,M i ssour i63017

N32°06'21"W 8.89'

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

7 L1 S57°53'39"W L22 0.96'

2.00'

0 P L

N57°53'39"E 1.28'

thi ssheet,and Ihereby di scl ai m

560

559

L21

L20

L19

8J, 9J

ROW PLANS

554

L16

L15

L1 4 N1 5° 47 ' 36 6. " W 99 '

L18

DESCRI PTI ON

527

MSD BASE MAP: N32°06'21"W 67.15'

REVI SI ONS

1 7. 23'

568

566

2.0' S32°15'28"E 7.87'

S23° 38' 53" E 9. 53'

N32°06'21"W 31.73'

N32°06'21"W 0.94'

20MSD-00206

APP.

250+00

L1 3

MSD:

567

L24

532

N26°1 8' 59" W

563

208 L4

569 561

S32°06'21"E 739.90'

S32°06'21"E 54.90'

531

6834H-21

DB 12546 PG 1351

S57°53' 39"W

51.54'

534

S26°1 8' 59" E 1 4. 96' 4. 09' 4. 80' S31°51'38"E 4. 33' S32°06'21"E 6.94' 53.98' S1 7° 1.39' 05 ' L3 22 536 7. " E 1 7'

ADOPTED

537

E-W GATEWAY TIP NO.

N57°50'12"E 0.11'

EASEMENT

557

555

S57° 53' 39"W

FOUND IRON PIPE

533

535

OR C P HA B R D 47 A P CR G E 90 S

556

FOUND CUT CROSS

DESIGNED:

GDO DRAWN:

AMA CHECKED:

STS SHEET SEQUENCE:

OF 146

ENLARGED PLAN BB 7/14/2021

1"=5' N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021_AR-1719_RW.dgn

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 MSD:

20MSD-00206

S EM

6 6

P G .

2 4

8J, 9J

10 '

CONC.W ALK

LOC# 09J540724

EXIST. PROPERTY:

13,767 204

TSCL:

13,767

REMAINING:

S.F S.F. S.F.

SEM TY EA LI U TI AND N A GE I . 38 8 PG P B. 5

COMMITMENT# 18-225883-KEE

618

P L

EXIST BRICK EDGED LADSCAPING (T.B.R.&R.)

13.5'W

LOT 50

LINE TABLE N32°06'21"W

149.69'

L10: S57°51'54"W

L2:

N57°53'39"E

14.52'

L11: N57°51'07"E

7.80' 7.80'

L3:

S57°51'07"W

8.25'

L12: N32°08'53"W

27.24'

L4:

N32°08'53"W

21.94'

L13: N57°51'07"E

9.44'

L5:

N32°08'06"W

70.30'

L14: N57°51'54"E

9.44'

L6:

N12°51'30"E

7.07'

L15: S57°51'07"W

9.44'

L7:

N57°51'07"E

16.53'

L16: N32°08'53"W

26.51'

L8:

N32°08'53"W

24.70'

EL17:N89°47'45'W

10.95'

L9:

N57°51'07"E

7.80'

L18: N57°51'54"E

12.25'

623

N\F DANIEL GARVEY

S32°08'53"E 2.26' 624 620

LOT 49

EX. 11.3%

N\F

1620 WASHINGTON STREET

1630 WASHINGTON STREET

DB 21443 PG 1176

DB 15205 PG 2905

DB 15179 PG 2831

LOC# 09J540636

LOC# 09J540515

LOC# 09J540483

LOC# 09J540362

COMMITMENT# XX-XXXXXX-XXX

COMMITMENT# 18-225885-KEE

COMMITMENT# 18-225886-KEE

COMMITMENT# 18-225887-KEE

12,000

EXIST. PROPERTY:

EXIST. PROPERTY: 103

PSE: TSCL:

269 11,275

741

REMAINING: 7,700

REMAINING: 12,000

REMAINING:

P L

268

S.F.

7,700

S.F.

P L

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

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

L15

S.F.

S.F

S.F TSCL:

213

TSCL: TSCL:

REMAINING:

7,700

S.F.

7,700

EXIST. PROPERTY:

S.F

629

N\F RICHARD F. & SHARON J. BERLINER

1610 WASHINGTON STREET

11,275

N32°08'53"W 3.24'

PROP. 14.2%

BK 24004 PG 970

EXIST. PROPERTY:

628

EX. 13.8%

LARRY & JANICE ROBINSON

S44°30'49"W 0.78'

(U.I.P.) T.S.C.L. L16

PROP. 15.0%

FOUND IRON ROD

CLUMP

L12

EX. 14.7% PROP. 7.0%

L14j

CONC

N57°51' 54 "E

R.E.

614

T.S.C.L.

C.L.

R.E.

SET IRON ROD W\CAP

26.51' EXIST ROW

19.75'W

615

CONC

70.00'

1600 WASHINGTON STREET

P L

L1:

S32°08'06"E 245.00'

27.25' L11

619

626

625

622

STA 59+83.13

EXIST ROW

EN T

P L

621

36"259+00

(U.I.P.) 70.00'

(U.I.P.)

L13

23.51'

W NC .

AL K

L18

613 P L

DB 12277 PG 1497

HYD

(U.I.P.)

606

3.24'

1.02' WM

T.S.C.L.

RECONSTRUCT EXIST 42" W CONC WALK AS REQUIRED

R.E.

1590 WASHINGTON STREET

CONC

627

WM (A.T.G.)

( 12 OF 18)

S.F.

N\F KEVIN C AND JESSICA V. FINNEGAN

(A.T.G.)

P L

17,736

N\F CATHRYN A. ACKERMAN

75"

607

2.25'

5' EA SEM ENT PB. 58 PB. 38

S.F.

S57°51'54"W 0.19'

5' EASEM EN T PB. 58 PB. 38

668

T.S.C.L.

PROP. 13.2%

612

(U.I.P.)

EX. 10.6%

09J2-150S

WV(A.T.G.)

N57° 51' 54 "E

TSCL:

LOT 42

RA 40' D

S.F.

LOT 43

605

U POLE

CONC DITCH

54 "E 05'

PROP. 12.4%

S.F

PSE:

C.L.

(U.I.P.)

N50°

17,736

EXIST GUARDRAIL

CONC

L5 (A.T.G.)

258+00

FOUND IRON PIPE

S32°08'53"E 100.00'

STA 58+42.29

7 8

4 9 °

LOC# 09J540768 COMMITMENT# 18-225882-KEE

(U.I.P.)

EX. 10.3%

DB 17741 PG 571

50"

(U.I.P.)

596

(U.I.P.)

N57° 51' 54 "E

N\F LEONARD A. & JULIE E. CZAJKOWSKI

N57°51'07"E 12.25'

P.S.E.

09J2-062S

21.95'

110.00'

36"

P L

5 "W

P L

EXIST ROW

10.0'W

S32°08'06"E 10.00'

EXIST ROW 82.84'

(U.I.P.)

N32°08'53"W 27.32' 9.78'

604

S32°08'06'E 192.84'

STA 57+42.73

595 SET ANCHOR

(T.B.R.)

STA 55+76.62 10.75'W R.E.

36"

1570 WASHINGTON STREET

CONC

22.09'

PI255+65.52

598

257+00

WM (U.I.P.)

36"

(A.T.G.)

256+00

6 '

10 .3

C.L.

S32°08'06"E 100.00'

6 L

T.S.C.L. N32°06'21"W 111.49' 09J2-059D

1.95' N57°51'54"E 10.00'

597

0.59' EL17

617

L10

1.05'

GV(A.T.G.)

(A.T.G.) 616

150.00'

EXIST ROW

S57°51'54"W 10.00'

(A.T.G.)

608

600

S32°06'21"E 739.90'

611

09J2-067D

(A.T.G.)WM

P L

(A.T.G.)

N57° 51' 54"E

(U.I.P.)

R.E.

59+00

S63°18'14"W 1.44'

609

SET CUT CROSS

19.5'W

09J2-069D

MSD EASEMENT DB 9542 PG 2433

09J2-060D

DU C P HE B S 55 NE P HI LL G 38 S

'2 19

U POLE

(A.T.G.)

FOUND IRON PIPE

58+00

STA 59+12.53

° 6

(U.I.P.)

(T.B.R.)

610

57+00

56+00

594

42" DECORATIVE FENCE

7/14/2021

ROW PLAN SHEET

S89°47'45"E 1.00'

DATE:

PU BLIC W O RK S

S32°08'06"E 1488.14'

SET ANCHOR

599

P.S.E.

WASHINGTON ST

F. 636 537 0275

(A.T.G.)

Chest er f i el d,M i ssour i63017

09J2-149S

(A.T.G.)

TRA N SPO RTA TIO N

BRIDGE EXCEPTION (NO IMPROVEMENTS)

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

09J2-059S

T. 636 537 5585

(U.I.P.)

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

U POLE

(U.I.P.)

W ASHI NGTON STREET

U POLE

09J2-068D ABANDONED

(A.T.G.)

S32°06'21"E 673.50'

docum entsrel ati ng to or

EXIST ROW

MATCHLI NE C.L.STA 60+01 = S.W .STA 260+00

ASPH

(U.I.P.)

S32°06'21"E 517.16'

09J2-0171S

Property i nf orm ati on,orother

NOT FOR CONSTRUCTION

(U.I.P.)

U POLE

(A.T.G.)

l i mi ted to the desi gn aspectsof

09J2-147S

09J2-148S

U POLE

(U.I.P.)

S32°08'06"E 494.82'

S 8

09J2-058D

EXIST ROW

EXIST GUARDRAIL

09J2-0169S

9 ° 12 4 7 .7 '4 5 4 'E '

(U.I.P)

PT56+20.81

SET IRON ROD W/ CAP

09J2-0170S

SET IRON ROD W/ CAP

EXIST ROW

LOC# 09J540625

NO ACQUISITIONS P L

PRC 55+80.81

PC55+40.81

' 8 4 . 3 9 0 2 R= ' 0 0 . 0 4 = L ' 0 0 . 0 2 T= D= " 1 4 ' 5 0 ° 1 0

DB 22777 PG 380

authori zed by m y sealare

1625 WASHINGTON STREET

' 9 7 . 0 5 1 2 R= ' 0 0 . 0 4 = L ' 0 0 . 0 2 T= D= " 6 5 ' 3 0 ° 1 0

RESURFACI NG

NO ACQUISITIONS

N\F THE CHRIST COVENANT CHURCH

docum entsi ntended to be

LOC# 09J540812

Ihereby speci f y thatthe

S E W

N 8 9 °

DB 22484 PG 1380

MATCHLI NE C.L.STA 55+01 = S.W .STA 255+00

1 0 '

'4 4

1565 WASHINGTON STREET

REMAINING:

DI SCLAI M ER OF RESPONSI BI LI TY

N\F PAUL MUNGAI MACHARIA & EUNICE W. MUNGAI

EXIST. PROPERTY:

5 "W

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

REV.DATE

E R

E A

S E M

E N

SCALE: 1" = 20'

Esti m ates,Reports,Surveys,

. P G 6 6 P B

SCALE IN FEET

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

2 4

REVI SI ONS

7/14/2021

thi ssheet,and Ihereby di scl ai m

PLS-2007000085

DESCRI PTI ON

P L

APP.

CHARLES EDWIN QUINBY JR.

ROW PLANS

P L

MSD BASE MAP:

DESIGNED:

GDO

LEGEND SIDEWALK REMOVAL

DRAWN:

AMA CHECKED:

STS

TYPE 'C' ASPHALT

SHEET SEQUENCE:

TEMPORARY EASEMENT

OF 146

PERMANENT EASMENT

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

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

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

6834H-21 MSD:

20MSD-00206 MSD BASE MAP:

S.F.

OFF 27.69' RT

N32°06'21"W 2.59'

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

10,964

EXIST. PROPERTY:

TSCL:

10,964

REMAINING:

S.F S.F. S.F.

1750 WASHINGTON STREET

NO ACQUISITIONS

LOC# 09J521310

NO ACQUISITIONS

S32°08'06"E P L

P L

5' EASEM EN T PB. 58 PB. 38

LOT 53

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

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

DESIGNED:

GDO

LEGEND

P L

DRAWN:

AMA j

5' EASEM EN T PB. 58 PB. 38

S02°45'34"E 0.52'

LOT 47

F. 636 537 0275

DB 20526 PG 3055

130.00' FOUND IRON ROD

DESCRI PTI ON

N57° 51' 54 "E 1760 WASHINGTON STREET

S32°08'06"E P L

REVI SI ONS

N\F ALVIN L. & THERESA MAZE

DB 8539 PG 2425 LOC# 09J540054

Chest er f i el d,M i ssour i63017

(TYP.)

1.0'

9 .0 ' N\F GARY L. KIMBERLY S. SMITH

PU BLIC W O RK S

637

LOT 51

TRA N SPO RTA TIO N

STA 61+99.13

P L

WASHINGTON ST

LOT 52

P L

SW STA 262+00.00

T. 636 537 5585

C.E.

P L

(U.I.P.) 34"W S56°38'

635

(U.I.P.)

48" CHAIN LINK FENCE

N57° 51' 54 "E

S08°53'56"W 0.33'

48" CHAIN LINK FENCE

(T.B.R.)

SEE CURB RAMP DETAIL FF

ROW

(U.I.P.)

EXIST ROW

SET IRON ROD W/ CAP

T.S.C.L.

(U.I.P.) S32°08'06"E 50.00' FOUND IRON ROD

60.34'

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

N82°09'01"W 0.12'

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

FOUND IRON PIPE

7/14/2021

( 13 OF 18)

9,914

CONC

N56°38'34"E 10.00'

DATE:

ROW PLAN SHEET

REMAINING:

S.F.

09J2-065D 09J2-066D

N57°51' 54"E

COMMITMENT# 18-225888-KEE

110.00'

5' EA SEM EN T PB. 58 PG. 38

LOC# 09J540340

158

74.95'

EXIST BUSHES

DB 21578 PG 2664

TSCL:

(U.I.P.)

EXI ST

BRENDA L. BARNETT 1640 WASHINGTON STREET

S.F

EXIST ROW 24"

5' EA SEM ENT PB. 58 PG. 38

N\F

9,914

CONC

ASPH CURB

S76°18'00"W 16.79'

SEE CURB RAMP DETAIL DD

NEW TYPE 'S' CURB

EXIST. PROPERTY:

S32°08'06"E 776.60'

S87°51'24"W 0.12'

262+00

EXI ST

636

CONC.W ALK

LOT 48

(U.I.P.)

634

633

(U.I.P.)

S32°08'06"E 170.34

ROW

STA 60+83.35 7.75'W R.E.

630

REMOVE EX ASPHALT

ASPH CURB

FOUND IRON ROD GV

MCI VAULT

N57°51' 54 "E

EX. 12.0% PROP. 11.7%

(U.I.P.)

' 0 . 9

(A.T.G.)09J2-077S

64+00

(U.I.P.)

(A.T.G.)

NEW TYPE 'S' CURB

(U.I.P.)

PI261+15.03

T.S.C.L.

36"

CONC

09J2-154S

(U.I.P.)

L2 PI260+98.20

17.75'

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

63+00

26 1 + 00 C E

20"

164+00

13.83'

39.76'

S32°08'06"E 1488.14'

(U.I.P.)

S32°08'06"E 245.00'

92.38' S32°08'06"E 650.21'

WASHINGTON ST

NEW TYPE 'S' CURB

09J2-063D

632

648 EXIST ROW

FIBER MH

S31°20'14"W 0.36'

105.00'

(U.I.P.)

(T.B.R.)

62+00

FOUND IRON ROD

76.44'

639

U POLE

FOUND IRON ROD S57°51'54"W 0.19'

647

199.80'

39.96'

13.87'

646

ROW PLANS

° 0 9

SIGN

(U.I.P.)

642

S32°08'08"E 39.63' ASPH

(U.I.P.)

(A.T.G.)

(U.I.P.)

T.S.C.L.

EXIST LIGHT

EXIST ASPH CURB

PROP. 5.2%

EXIST. CONC. CURB

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

09J2-064D

EX. 5.3%

ASPH

645

' .0 9

ASPH

643

WM (A.T.G.)

(A.T.G.)

" 0 '0 0 0

SIGN

(U.I.P.)

641

S32°29'00"E 40.01'

09J2-062D

WV(A.T.G.)

(A.T.G.)

COMMITMENT# 18-225890-KEE

C.L.

163+00

2 .0 '

(A.T.G.)

61+00 WASHINGTON ST STA 61+44.90= ST ANTHONY LN STA 50+00.00

T.S.C.L.

(A.T.G.)GV

' .5

SEE CURB RAMP DETAIL EE

EXIST ROW

105.00'

° 0 9

(T.B.R.) ASPH

(A.T.G.)09J2-066S

" 2 '3 0 0

EXIST. CONC. CURB

640

162+00

AT&T VAULT

(U.I.P.)

PROP. 1.5%

SET SURVEY NAIL MARKER

(RELOC)

U POLE

(U.I.P.)

DB 8137 PG 253 LOC# 09J630166

161+00

EX. 1.1%

(A.T.G.)

FOUND CONc MONUMENT N33°23'20"W 0.04'

MAIL BOX

E C

FOUND CONC MONUMENT S31°26'06"E 0.06'

C E

MATCHLI NE C.L.STA 60+01 = S.W .STA 260+00

(RELOCATE)

EXIST SIGN

631

STA 63+33.66

STA 62+10.35 44.5'W C.E.

NEW TYPE 'S' CURB

S32°08'06"E 494.82'

EXIST ROW

LIGHT POST FOUNDATION

SET SURVEY NAIL MARKER

EXIST SIGN

FOUND IRON PIPE

STA 62+67.17 48.0'W C.E.

SET IRON ROD W/ CAP

(U.I.P.)

NO ACQUISITIONS

SEE CURB RAMP EX. 3.2% PROP. 3.7% DETAIL GG

1775 WASHINGTON STREET

30.0'W

PI 161+00.00

COMMITMENT# 18-225889-KEE

EXIST ROW

30"

THE OTTO PARTNERSHIP

LOC# 09J540306

S32°08'28"E 60.00'

(U.I.P.)GV

N\F

DB 10206 PG 178

responsi bi l i ty f oral lother

EX. 3.2% PROP. 2.2%

thi ssheet,and Ihereby di scl ai m

N\F SCOTT & BONNIE L. KRONE

l i mi ted to the desi gn aspectsof

69 1725 WASHINGTON STREET

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

S.F.

P L

CHD=28.29 S12°52'10"W

88,225

APP.

EC4:RAD=20.00 LGTH=31.42

REMAINING:

authori zed by m y sealare

CHD=28.28 S77°07'50"E

S.F.

RESURFACI NG

CHD=28.28 N12°51'54"E EC3:RAD=20.00 LGTH=31.41

953

TSCL:

docum entsi ntended to be

EXI ST

EC2:RAD=20.00 LGTH=31.42

S.F

88,225

EXIST. PROPERTY:

CHD=17.78 N84°14'58"

SCALE: 1" = 20'

REV.DATE

RAD=20.00 LGTH=18.42

RO W

C1:

S57°52' 26"W

CURVE TABLE

SCALE IN FEET

Ihereby speci f y thatthe

17.75'

W ASHI NGTON STREET

N32°08'53"W

7/14/2021

DI SCLAI M ER OF RESPONSI BI LI TY

L7:

MATCHLI NE C.L.STA 65+00 = S.W .STA 165+00

12.15'

N57° 51' 54 "E

S57°04'02"W

P L

L6:

12.15'

11.88'

N57°43'10"E

STA 64+65.95 29.5'W C.E.

S57°53'39"W

L5:

L4:

11.64'

N57°39'10"E

L3:

PLS-2007000085

S57°52' 26"W

7.17'

EXI ST ROW

7.17'

S57°51'07"W

S57°52' 26"W

N57°51'07"E

A N TH ON Y

LINE TABLE

L2:

CHARLES EDWIN QUINBY JR.

P L

NOT FOR CONSTRUCTION

N56°28'54"W 0.09'

N06°30'41"W 0.08'

L1:

8J, 9J

FOUND IRON PIPE

P L P L

SIDEWALK REMOVAL CHECKED:

STS

TYPE 'C' ASPHALT TEMPORARY EASEMENT PERMANENT EASMENT

SHEET SEQUENCE:

OF 146

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

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

STP 5598(609)

EASEMENT RECORDED IN DB 7636, PG 1189 LIES OVER UNDERGROUND FACITILITIES AS

E-W GATEWAY TIP NO. P L

INSTALLED AND CAN NOT BE PLOTTED. GRANT OF LICENSE TO CHARTER COMMUNICATIONS

6834H-21

ENTERTAINMENT I, LLC, RECORDED IN DB 19535,

MSD:

PG 1147, A NON-EXCLUSIVE LICENSE ACROSS,

20MSD-00206

OVER, WITHIN AND THROUGH THE PREMISES FOR THE ROUTING, INSTALLATION, MAINTENANCE, IMPROVEMENT SERVICE, OPERATION AND REMOVAL

MSD BASE MAP:

OF WIRING AND EQUIPMENT.

U POLE

(U.I.P.)W/ DROP

° 0 9

09J2-102S

(A.T.G.)

WASHINGTON ST

(U.I.P.)

" 0 '0 0 0

SEE CURB RAMP DETAIL KK

S32°08'06"E 1488.14'

(U.I.P.)

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

66+00

67+00

WASHINGTON ST STA 68+90.08= ST EDWARD LN ST 50+00.00

68+00

69+00

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

LIGHT (U.I.P.)

323.37'

EXIST ROW

ASPH CURB

S32°08'06"E 776.60' 134.76'

66.15'EXIST ROW

59.12'

(U.I.P.)

ASPH ASPH CURB

48" CHAIN LINK FENCE

ASPH

(U.I.P.)

ASPH

P L

CONC CURB

(U.I.P.) CONC CURB

(U.I.P.) N\F

N\F

LOC# 09J611400

1790 WASHINGTON STREET

NO ACQUISITIONS

1820 WASHINGTON STREET

P L

'4 2

LOC# 09J611411

8 9 °

2 '4

N69 ° 54

8 "E

' 4 0" E

9 °

NO ACQUISITIONS

N\F BEVERLY A. CARTER

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

1830 WASHINGTON STREET DB 20080 PG 3009 LOC# 09J610740

NO ACQUISITIONS

LEGEND SIDEWALK REMOVAL TYPE 'C' ASPHALT TEMPORARY EASEMENT PERMANENT EASMENT Existing property and right of way information was provided by St Louis County Department of Transportation. The proposed easements and right of way shown hereon are based on said provided documentation. No review has been made relative to the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri standards for property boundary surveys.

P L

Draw i ngs,Speci f i cati ons,

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

responsi bi l i ty f oral lother

REVI SI ONS

LOC# 09J610838

NO ACQUISITIONS

DB 10842 PG 569

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

DI SCLAI M ER OF RESPONSI BI LI TY

DB 17729 PG 3257

8 "E

MARY A. HARTMANN TRUSTEE

NO ACQUISITIONS

8 9 °

DB 7366 PG 1099

CURTIS & CHRISTINE SPINELLI

N\F

LOC# 09J610861

JAMES L. & PATRICIA HARTMANN 1800 WASHINGTON STREET

DB 10463 PG 203

8 "E

LOT 2

1810 WASHINGTON STREET

2 '4

P L

LOT 1

P L

JERRY K. & NANCY E. TIMSON

7/14/2021

ROW PLAN SHEET

ASPH CURB

DATE:

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

664

( 14 OF 18)

168+00

PU BLIC W O RK S

S32°08'06"E 192.51'

169+00

Ihereby speci f y thatthe

REV.DATE

ROW EXI ST

S57° 51' 54 "W j

EXIST ROW

F. 636 537 0275

SEE CURB RAMP DETAIL II

660

20.00'

Chest er f i el d,M i ssour i63017

(U.I.P.)

" 0 '0 0 0

65.00'

20.00'

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

U POLE

ASPH

(U.I.P.)

105.00'

28.97'

TRA N SPO RTA TIO N

° 0 9

167+00

RON ROD W\CAP SET I

ROW PLANS

C.L.

(U.I.P.)

SIGN

T. 636 537 5585

SET IRON ROD W/ CAP

12" (U.I.P.)

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

DETAIL JJ

R A D L = = 2 3 0 1. .0 4 2 0' '

20.00'

S24°02'43"W 17.91'SEE CURB RAMP

RESURFACI NG

E W/ DROP U POL

166+00

40"

W ASHI NGTON STREET

(A.T.G.)09J2-139S

36.72'

LOT 183

S32°08'06"E 50.00'

S32°08'06"E 650.21'

NO ACQUISITIONS

663

C.L.

LOC# 09J610904 COMMITMENT# 18-225894-KEE

MATCHLI NE C.L.STA 70+00 = S.W .STA 170+00

SET IRON ROD W/ CAP 30"

(U.I.P.)

DB 18857 PG 522

SET IRON ROD W/ CAP

S57°51'54"W 12.93'

CONC

10 ST. EDWARD LANE

EXIST ROW

662

T.S.C.L.

R A D L = = 2 3 0 1. . 4 00 2 ' '

661

PROP. 17.5%

10' UTILITY EASEMENT

94.02'

FOUND

EX. 12.4%

N\F JOHN E. MALDON III

19.00'

CONCRETE MONUMENT 54"E 0.05' N57°51'

S32°08'06"E

27.81'

3' PRI M U SE DB. 7606 PG. 573 A N D DB. 7609 PG. 2425

LOT 82

ED W A R D

ROW EXI ST S57° 51' 54 "W

LOC# 09J611015 COMMITMENT# 18-225893-KEE

20.00'

5' EA SEM ENT PB. 66 PG. 24

SCALE: 1" = 20'

50.00'

S.F.

DB 22019 PG 497

PB. 225 PG. 97

96.39'

15,539

1805 WASHINGTON STREET

(U.I.P.)

C.L.

SCALE IN FEET

N\F

09J2-138S

21"

S.F.

ALICE K. SPENCE

S57° 51' 54"W

10' U TI LI TY EASEM ENT PB. 225 PG. 97

NO ACQUISITIONS

603

P L

10' UTI LI TY EASEM ENT PB. 225 PG. 97

EXI ST 10' U TI LI TY EASEM ENT PB. 227 PG. 12

DB 7657 PG 2106

S.F

FOUND CONCRETE MONUMENT N64°19'12"E 0.06'

P L

.P.) (U.I

N EW

S57°51' 54"W

CONC

H OP E

ROW

ROW EXI ST P L

WM WM WM

N\F KINGS SQUARE OWNERS ASSOCIATION

REMAINING:

15,539

TSCL:

STA 67+86.30 9.0'W R.E.

EXIST ROW

EXIST. PROPERTY:

N57°51' 54"E

10' UTILITY EASEMENT 18"97 PB. 225 PG.

NT ME SE A E 97 TY PG. LI I 5 UT 22 0' . 1 PB

SEE CURB RAMP DETAI L HH

NO ACQUISITIONS PB. 225 PG. 97

10' UTI LI TY EA SEM EN T

DESIGNED:

GDO DRAWN:

CHARLES EDWIN QUINBY JR. YO

AMA

PLS-2007000085

MATCHLI NE C.L.STA 65+00 = S.W .STA 165+00

DB 7657 PG 2106

3' PRI M USE DB. 7606 PG. 573 A N D DB. 7609 PG. 2425

KINGS SQUARE OWNERS ASSOCIATION

S57° 51' 54"W

N\F

10' U TI LI TY EASEM EN T PB. 227 PG. 12

PB. 225 PG. 97

10' U TI LI TY EA SEM EN T

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

5' EASEM EN T PB. 225 PG. 97

PLAT 1 PB 230 PG 51

APP.

KINGS SQUARE CONDOMINIUMS

DESCRI PTI ON

P L

thi ssheet,and Ihereby di scl ai m

P L

NOT FOR CONSTRUCTION

8J, 9J

CHECKED:

STS SHEET SEQUENCE:

OF 146

7/14/2021

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

COUNTY PROJECT NO.

5 2

AR-1719 FEDERAL PROJECT NO. j

MSD:

MSD BASE MAP: T E N

CHD=27.56 N75°51'07.42"W

N57°51'54"E

10.17'

L2:

S57°51'54"W

10.17'

L3:

N32°14'48"W

19.08'

L4:

S58°04'53"W

0.80'

L5:

N57°42'23"E

5.59'

L6:

S57°42'23"W

5.61'

L7:

N48°58'43"W

10.58'

L8:

N58°21'45"E

3.01'

L9:

N58°21'45"E

6.85'

L10:

S48°58'40"E

8.25'

FL PAVED DITCH

SET IRON ROD W/ CAP

ASPH

(U.I.P.)

ASPH

64.00'

EXIST ROW

DESCRI PTI ON APP.

(U.I.P.)

LOT 122 N\F

CHD=5.56' CB=S61°00'38"W

MICHAEL D. & REBECCA C. REDENBEAUX 1900 WASHINGTON STREET DB 20938 PG 2331 LOC# 09J610498

LOT 124

LOT 123 N\F JUDITH A. MCGOVERN 1910 WASHINGTON STREET DB 16282 PG 1706 LOC# 09J610410

NO ACQUISITIONS

N\F RAYMOND F. HERMANN 1920 WASHINGTON STREET DB 14641 PG 1903 LOC# 09J610366

NO ACQUISITIONS

PROPOSED MILL AND OVERLAY/ ASPH PAVEMENT PROPOSED CONC. SIDEWALK

684

SIDEWALK/PVMT. REMOVAL

683

688

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

LEGEND

R.O.W.

T.S.C.L.

P.S.E. P.T.S.E.

P.R.I.M.U.S.S.E. PARTIAL DEPTH REPAIR

FULL DEPTH REPAIR

686 MATCH EXIST BACK OF WALK

685 R A D C =1 H 6 D T. S. S32°14'48"E =1 . 00 C. L. R 1 . 30 A LG 71.14' D C T H= S1 H =1 1 1 . 55 1 D 5 ° 3 =1 . 4' 78 08" 1 E 680 . 32 ' L GT N1 H= 1 1 1 . °5 58 L4 4' 21 " W L3 N32°14'48"W 134.93'

1"=5'

RESURFACI NG

S59° 36' 26"W

RO W EXI ST

12.68'

23"E N57°42'

RAD=378.43' LGTH=5.56'

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

TRA N SPO RTA TIO N

P L

SET I RON ROD W/ CAP

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

N32°16'36"E 0.30'

SIGN

( 15 OF 18)

ASPH

FOUND IRON PIPE

E C

ASPH

(U.I.P.)

ENLARGED PLAN DD

CHARLES EDWIN QUINBY JR. PLS-2007000085

DESIGNED:

GDO DRAWN:

AMA 7/18/2023

CHECKED:

STS SHEET SEQUENCE:

OF 146

1"=5'

DI SCLAI M ER OF RESPONSI BI LI TY

EXIST ROW

SIGN

PU BLIC W O RK S

HYD

7/18/2023

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

74+00

DATE:

F. 636 537 0275

WASHINGTON ST

Chest er f i el d,M i ssour i63017

(T.B.R.)

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

NEW 4" TYPE 'S' CONC CURB

700

T. 636 537 5585

EXIST ASPH CURB

(A.T.G.)

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

5.09'

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

687

ENLARGED PLAN CC

REVI SI ONS 160'R P L

9. 0'

ROW PLAN SHEET

EC6: RAD=20.00 LGTH=30.41

L1:

23"W S57°42' j

699

W ASHI NGTON STREET

C4: RAD=35.00' LEN=34.02'

LINE TABLE

STA 74+14.17 38.0'W R.E.

STA 74+71.67 47.25'W C.E.

23"W S57°42'

9.89'

697

EXIST ROW

N57°42'23"E 9.84'

(U.I.P.)

CHD=2.05' N29°32'21"E

S32°17'37"E 143.99'

REV.DATE

R 101.22'

PI 173+88.78

PI 174+48.77 110' R

C3: RAD=35.00' LEN=2.05'

EC5:RAD=20.00 LGTH=20.16

N32°17'37"W 127.03'

10"

(T.B.R.)

9 .0 '

R 40 .00'

U POLE

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

WV (U.I.P.)

00' 0. E 1 23" N57°42'

ROW PLANS

S32°17'37"E 1631.51'

7.66'

695 174+00

EXIST. CONC. CURB

(T.B.R.)

702

M ATC HL I NE C .L.ST A 74 +9 6 = S.W .ST A 175+ 00

° 3 9

P L EXIST. CONC. CURB

S26°52 ' 1 3" E 50. 42'

N32°15'48"W 60.19'

10.21'

(U.I.P.)

73+00

S59° 36' 26"W

C2: RAD=15.00 LGTH=4.26

CHD=19.31 S61°00'27.25"E

781

T.S.C.L.

S32°14'48"E 110.38'

RAD=35.00' LGTH=7.96' CHD=7.94' S5°03'33"W

ASPH

701

687

675

0 L1

694

" 2 '3 3

H AK

'4 2 5 9 °

" W

2 5 '2 7

8 °

CHD=16.44 N44°48'23"E

CHD=32.69' S55°42'02"W

S32°17'37"E 6.89'

L7 L8

S32°17'37"E 271.48'

9 .6 W " =9 H '3 0 T 1 LG ° 2 0 1.0 4 34 S R AD =1 .3 .3 8 2 "W C H D =9 =1 0 T H 1'3 LG ° 2 4 00 14 . S3 R AD = 4 11.9 C HD=

N 7

RAD=35.00 LN=16.60

CHD=4.25 S19°43'02"W

776

775

NO ACQUISITIONS

CURVE TABLE

LIMIT OF ASSIGNMENT OF EASEMENT TO ST. LOUIS COUNTY DB 24573 PG 586

676

ASPH

FOUND IRON PIPE

MATCH EXIST BACK OF WALK

D ER

8 "E

677

LIGHT

698

(21' - T.B.R.)

STA 72+82.82 END CURB REPLACEMENT

DB 9394 PG 795

680

N32°14'48"W 134.93'

2.96'

EX. 1.8% PROP. 2.1%

EXIST MODULAR BLOCK WALL

C.L.

395 DERHAKE ROAD

C1:

PROP. 1.5%

P.S.E.

173+00

(RELOC.)

PAUL S. HERRIN TRUSTEE

N58°04'53"E 5.48'

693

ASPH

690

EXIST SIGN

N\F

LOT 121

S32°14'48"E 71.14'

S28°34' 05" E 50. 00'

SET SURVEY NAIL MARKER

LOC# 09J610629

'4 2 5 9 ° 8 S

"W 30 ' 08 ° 2 N6

EX. 1.9%

696

692

77.99'

SEE CURB RAMP DETAIL NN

NO ACQUISITIONS

R A C D= 1 H D 5. =1 78 1 . 32 ' LG TH= 1 N1 1 . 58 1 °5 4' 21 " W

LOC# 09J611301 COMMITMENT# 18-225897-KEE

(U.I.P.)

E E S R T

NO ACQUISITIONS

DB 20148 PG 1137

S32°17'37"E 462.99'

RO W

LOC# 09J610652

1925 WASHINGTON STREET

S32°15'48"E 50.00'

691

(A.T.G.)

EXI ST

P L

DB 21153 PG 17

R= 3 9 1 9 . 2 9 ' L=40.00' T=20.00' D= 0 0 ° 3 5 ' 0 5 "

L=40.00' T=20.00' D=00°44'36"

ROA ENTERPRISES LLC

774

(T.B.R.)

1840 WASHINGTON STREET

STA 73+40.89 40.0'W R.E.

STA 72+64.51 18.0'W R.E.

CONC SIDEWALK

U POLE

PT71+88.95

KATHLEEN A HUBECKY TRUSTEE

PRC71+48.95

LOC# 09J610740

NO ACQUISITIONS

P O I D N U T E T NO O T M S E U LT T I P LE

PC71+08.95

P L

N\F

S32°14'48"E 21.94'

S32°17'37"E 81.04'

P L

DB 20080 PG 3009

EX. 1.5% PROP. 1.5%

DB 5545 PG 144

ASPH

UE EASEMENT DB 4825 PG 398

COMMITMENT# XX-XXXXXX-XXX

PI 173+69.95

I S

E X

T.S.C.L.

' 2 0' .7 2 0.0 3 = =2 L D A R

BEVERLY A. CARTER

S.F.

NOT FOR CONSTRUCTION

E M E A S

5 9 ° 8 S W O T

LOC# 09J611509

(U.I.P.)

SET IRON ROD W/ CAP

L= 34 RA .8 D= 1 ' 1 6. 00 '

BOOK 22914 PG 3132

(U.I.P.)

EXIST ROW

1830 WASHINGTON STREET

S.F.

N\F

(U.I.P.)

R=3083.02'

444 15,376

EASEMENT

EXIST ROW

(U.I.P.)

S.F.

TSCL:

N\F

SET IRON ROD W/ CAP

N89°52'48"W 12.44'

N\F

S.F.

S.F

969

17.77'

ASPH

37,631

CITY OF FLORISSANT

U POLE (U.I.P.)

ASPH CURB

S.F.

J PAGANO PROPERTIES LLC 1915 WASHINGTON STREET

U POLE 143.99'

WASHINGTON ST STA 71+49.12= DERHAKE RD STA 50+00.00

ASPH

678

(U.I.P.)

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

59.12'

838

LIMIT OF ASSIGNMENT OF EASEMENT TO ST. LOUIS COUNTY DB 24573 PG 586

72+00 WV

689

2 '4

71+00

15,376

PSE:

SEE ENLARGED DETAIL DD THIS SHEET

SEE CURB RAMP DETAIL MM

59.12'

EXIST. PROPERTY:

K A

S32°08'06"E 1488.14'

EXIST ROW

S.F.

190' R

(A.T.G.)09J2-100S

S32°08'06"E 776.60'

290

N32°17'37"W 127.03'

SEE ENLARGED DETAIL CC THIS SHEET

(A.T.G.)

PSE:

SEE ENLARGED DETAIL EE THIS SHEET

SET SURVEY NAIL MARKER

" 24 ' 0 4 ° 21 1

SEE CURB RAMP DETAIL LL

ASPH

S T A B E 7 G I N 2+ PI 172+21.82 17 C .4 U R B 4 R - O C O E N F P C LA F S 6 C I D 9 E E . M W E 19' A LK N LT T

H R E D

5 2 8 9 ° S 5 ' 9 .2

C.L.

SCALE: 1" = 20'

2.24

ADOPTED

(U.I.P.)

REMAINING:

P .S .E .

FOUND CONC MONUMENT

U POLE

171+00

668

655

S.F.

N32°14'48"W 134.93'

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

11.03'

S32°08'06"E 192.51'

306

REMAINING:

(U.I.P.) C4

52.51'

29.00'

29.83

00' 40.

5 EC

SET IRON ROD W/ CAP

669

CONC

ROW:

TSCL:

LIGHT

' .18 ' 34 00 L= 16. D= RA

75.00'

(A.T.G.)

UBS SHR

EXIST ROW

PROP. 1.5%

PAVER BORDER GARDEN AREA

S.F

EX. 2.2%

674

NEW 6" TYPE 'S' CONC CURB

(U.I.P.)

P L

SCALE IN FEET 37,937

PROP. 1.5%

U POLE

U E D B EA 7 SE 4 3 ME 7 N P T G 1 6 8 5

EXIST. PROPERTY:

R O W

SET SURVEY NAIL MARKER

PLANTER

667

P R 5 0 . 0 0 '

(U.I.P.)

SET IRON ROD W/ CAP

EX. 3.6%

NO ACQUISITIONS

COMMITMENT# 18-225896-KEE

S32°08'06"E 29.00'

666

PI 171+46.54

T.S.C.L.

DB 4974 PG 319 LOC# 09J610751

P L

MATCHLI NE C.L.STA 70+00 = S.W .STA 170+00

S.F.

S 0 0 ° 0 7 ' 1 2 "W

SHRUB

11 .0 3 ' j

7,563

REMAINING:

GLYNNE E. & ALBERTA R. WILLIAMS

3.022%

S.F.

N\F 565 DERHAKE ROAD

STA 70+44.42 19.0'W R.E.

295

LOT 185

E 12" '

LOT 184

° 48

COMMITMENT# 18-225895-KEE

TSCL:

CONC

1"=5'

PI 171+29.22

P L

LOC# 09J610849

(U.I.P.) 8 "E

N4 4

DB 17122 PG 1980

S.F.

09J2-099S

ENLARGED PLAN EE

1825 WASHINGTON STREET

7,563

R O

S 0 0 ° 0 1 ' 5 4 "W

DARYN HOLDSWORTH & KRISTEN KOCH

EXIST. PROPERTY:

P L

E X I S

S 8 9 °

5 2 '4

679

LIMIT OF ASSIGNMENT OF EASEMENT TO ST. LOUIS COUNTY DB 24573 PG 586

773

8J, 9J

8 "E C I T D Y B 5 OF 5 4 5 FL O P G RI S 14 SA N 4 T

S59° 36' 26"W

20MSD-00206

1 4 2 . 5 5 '

N\F

E-W GATEWAY TIP NO.

682

771

STP 5598(609)

6834H-21

17.77'

S 0 ° 0 5 7' 1 . 2 0 " 0 ' W

8 "E RA 19 D=3 .2 CH D=1 5.00 7 'LE 5.2 ' N N 4 = 'N7 8 1 5 .36 9 0 ° ° 58 5 ' 03 2 "E '4 8 6 "W C .1 I T 3 F Y ' LO 14 O D R F B .6 I S S 5 2 A 5 ' N 4 T 5 N 8 E P 9 S G M ° 14 T 5 S59°36' 26"W 2 4 5 ' .9 4 8 12.68' 1' "W

681

23"E N57°42'

9 °

P L

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

COUNTY PROJECT NO.

S57°42'23"W

E-W GATEWAY TIP NO.

54.50' E 37" 7' S32°1

706

6834H-21 MSD:

34. 07'

20MSD-00206 60

MSD BASE MAP:

8J, 9J

L1:

N30°56'15"W 37.43'

L2:

N57°42'23"E

4.00'

L3:

S32°17'37"E

8.15'

SCALE IN FEET

L4:

N57°42'23"E

8.10'

SCALE: 1" = 20'

L5:

S57°42'23"W

13.10'

L6:

S32°17'37"E

25.60'

L7:

N57°34'01"E

5.69'

ASPH

S32°17'37"E 1631.51'

(U.I.P.)

1960 WASHINGTON STREET

DB 18134 PG 2380

DB 22773 PG 680

LOC# 09J610212

P L

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

113'R

23"W S57°42'

R.E. 16.0'W

R.E.

P L

NO ACQUISITIONS

7/18/2023

P L

CONC

LOC# 09J610135

NO ACQUISITIONS

(U.I.P.)

S62° 11' 00"W

23"E N57°42'

RENT PLUS PROPERTIES LLC

1950 WASHINGTON STREET

NO ACQUISITIONS

N\F

EUGENE REICHERT

LOC# 09J610234

LOC# 09J610300

N\F

P L

WA 1990 LLC 1990 WASHINGTON STREET DB 22720 PG 1695 LOC# 09J331065

LOC# 09J610025

NO ACQUISITIONS

LEGEND

1980 WASHINGTON STREET DB 22025 PG 516

PROPOSED MILL AND OVERLAY/ ASPH PAVEMENT

LOC# 09J331120

NO ACQUISITIONS

PROPOSED CONC. SIDEWALK SIDEWALK/PVMT. REMOVAL

CHARLES EDWIN QUINBY JR.

P L

PLS-2007000085

T.S.C.L.

P.T.S.E. P.R.I.M.U.S.S.E. PARTIAL DEPTH REPAIR FULL DEPTH REPAIR

P L

R.O.W.

P.S.E.

ROW PLAN SHEET

DB 13838 PG 1632

ROW PLANS

1970 WASHINGTON STREET

N\F CLAUDE E. III & JOANNE M. BROWN

RESURFACI NG

N\F RAY SR. & MARIE S. KOENIG

W ASHI NGTON STREET

NO ACQUISITIONS

( 16 OF 18)

NO ACQUISITIONS

LOT 128

CONC

N62° 11' 00"E

LOC# 09J610366

DB 19323 PG 935

N\F

S39°29'16"W 0.66'

BOULDERS (TYP)

CONC

EXIST ROW

SET IRON ROD W\CAP

N62° 27' 23"E

DB 19483 PG 2079

65.00'

99.96'

DATE:

P L

DB 14641 PG 1903

LOT 127

(A.T.G.)

FOUND IRON PIPE

S17°14'08"W 0.28' j

1930 WASHINGTON STREET

1940 WASHINGTON STREET

23"E N57°42'

1920 WASHINGTON STREET

23"E N57°42'

MATTHEW & MICHELLE HARTMANN

N\F TRACY M. BRADSHAW

09J3-044S

FOUND IRON PIPE

S40°36'51"E 0.17'

EXIST ROW

728

S32°17'37"E 808.89' 100.28'

N62°27'23"E 10.03'

64.00'

(A.T.G.)

725

ASPH

FOUND IRON BAR

00 80+

N\F

(A.T.G.)

2.87'

ASPH

SET IRON ROD W\CAP

S32°17'37"E 462.99'

L O T 1 2 6

723

79+00

78+00

EXIST ROW

09 64. 77+ 000 30.

5 2 T 1 O L

179+00

00 79+

92 64. 77+ 000 20.

00 78+

00 77+

ASPH

26.00'

S32°17'37"E 1631.51'

77+00

64.00'

4.27'

WASHINGTON ST

SEE ENLARGED DETAIL FF THIS SHEET

DEDICATION PB 46 PG 15

(U.I.P.)

12.0'W

U POLE

S57°34'01"W 5.75' 729

T.S.C.L.

EXIST ROW 81.41' R

S32°17'37"E 382.82' WM

STA 79+43.79

177+84.11 PI

U POLE

(U.I.P.) SET IRON ROD W\CAP

00 76+

00 75+

RAYMOND F. HERMANN

10'R

724

727

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

711

100' R

719

N57°42'23"E 178+00 10.00' WM (U.I.P.)

726 S32°24'48"E 4.26' L7 722 C.L. S57°35'12"W 5.01' 71.41'R

CONC

TRA N SPO RTA TIO N

177+00

ASPH

710

FL PAVED DITCH

5.00' CONC 17.73'

S32°17'37"E 120.00'

ASPH

120.0'R

S45°57'48"W 0.62'

1.810%

(A.T.G.)

76+00

ASPH

N57°35'12"E 4.97'

SET IRON ROD W\CAP

EXIST ROW

FOUND IRON PIPE

T. 636 537 5585

CONC

P.S.E.

T.S.C.L.

718

N32°17'37"W 82.58'

EXIST ROW

(U.I.P.) L6

2.00'

EX. 4.7% PROP. 2.7%

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

(U.I.P.)

STONE BORDER

720

721

MATCHLI NE C.L.STA 79+99 = S.W .STA 180+00

717

S32°25'59"E 26.00'

ASPH

S32°24'48"E 17.74'

j j

18"

CONC

N\F

716

PROP. 2.3%

STA 78+81.51

T.S.C.L.

(U.I.P.) L3 50' E 54. 37" 7' S32°1 L2

23"W S57°42'

C.E. 12.75'W

715

EX. 1.9%

LOC# 09J611224

0.44

(A.T.G.)

(U.I.P.)

CONC WALK

NAIL MARKER

STA 77+26.80

PI 176+86.76

STA 76+68.01 12.5'W C.E.

4.623%

17.27'

712

FLAG POLE FOUNDATION

25 68. 77+

.) P

' .0 9

SET SURVEY

000 20.

Y (T

09J2-101S

(U.I.P.)

EX. 3.2% PROP. 2.8%

(U.I.P.)

(A.T.G.) 10.89'

25 48. 76+

(U.I.P.)

SHRUBS

ASPH CURB

(U.I.P.)

S57°42'23"W ASPH 12.00'

713

000 20.

000 30.

21 98. 74+

U POLE W/ DROP

1.0'

703

1 7 6 + 0 0

(TYP.)

150' R

S32°17'37"E 31.75'

714

DB 15289 PG 251

Property i nf orm ati on,orother

2005 WASHINGTON STREET

COMMITMENT# 18-225902-KEE

PU BLIC W O RK S

LOC# 09J311246

LOC# 09J610124 COMMITMENT# 18-225901-KEE

docum entsi ntended to be

BRAD & SUSAN SCHULTZ

34. 07' j j j

N57°42' 23"E 15.46'

j j

W/ CAP

REV.DATE

N\F

DB 21580 PG 1481

DI SCLAI M ER OF RESPONSI BI LI TY

1985 WASHINGTON STREET

DB 12410 PG 901

25 68. 77+

S29°1 CI TY OF FL 4' 29" ORI E 1 SSANT 50. 24' DB 5693 PG 534

SET IRON ROD

705

P L

1965 WASHINGTON STREET

DB 18781 PG 3381

113'R

1955 WASHINGTON STREET

000 30.

EXI ST ROW

ASPH

000 32.

(U.I.P.)

T.S.C.L.

N\F LESTER WILSON

PROP. 8.2%

25 48. 76+

000 40.

LIGHT

EXIST ROW

S.F.

N\F

EX. 4.6%

4.99

704

(U.I.P.)

75+00

9,199

ALBERT F. & SHARON E. GETTEMEIER

100.0' R

P L LOC# 09J610377 COMMITMENT# 18-225899-KEE

(U.I.P.)

REMAINING:

S.F.

N\F

COMMITMENT# 18-225900-KEE

23"W S57°42'

PROP. 4.7%

S32°17' 37"E 34.02'

1927 WASHINGTON STREET

STA 76+33.59 26.0'W C.E.

PI 175+08.35

EX. 4.8%

DB 21444 PG 2645

21 98. 74+

M ATC HL C .L.ST I NE A 74 +9 6 = S.W . S TA 1 75+00

MCKAY PROPERTY GROUP LLC

U POLE

S.F.

178

3M DEVELOPMENT LLC

N\F

C.L.

8,069

23"W S57°42'

160'R

P L

LOC# 09J611280

EXIST WHEEL STOPS (TYP)

TSCL:

NOT FOR CONSTRUCTION

REMAINING:

S.F.

S.F

Esti m ates,Reports,Surveys,

S.F.

170

9,199

Draw i ngs,Speci f i cati ons,

TSCL:

EXIST. PROPERTY:

18,455

S.F.

S.F

responsi bi l i ty f oral lother

REMAINING:

8,069

F. 636 537 0275

TSCL:

S.F.

EXIST. PROPERTY:

Chest er f i el d,M i ssour i63017

S.F.

REMAINING:

S.F

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

735 20,376

TSCL:

18,455

REVI SI ONS

EXIST. PROPERTY:

S.F.

160'R

30,592

S.F

1,217

170'R

S.F.

20,376

PSE:

P L

557

TSCL: REMAINING:

S.F

EXIST. PROPERTY:

170'R

30,592

EXIST. PROPERTY:

UE EASEMENT UE 6005 PG 24 DB EASEMENT DB 6005 PG 24

1"=5'

thi ssheet,and Ihereby di scl ai m

P L

DESCRI PTI ON

ENLARGED PLAN FF

APP.

708

Ihereby speci f y thatthe

707

LINE TABLE j

W/ CAP

10.89'

SET IRON ROD

j j

2.11'

authori zed by m y sealare

2.06'

STP 5598(609)

709

l i mi ted to the desi gn aspectsof

FOUND IRON PIPE

FEDERAL PROJECT NO. P L

17.27'

AR-1719

DESIGNED:

GDO DRAWN:

7/18/2023

AMA CHECKED:

STS SHEET SEQUENCE:

OF 146

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

LF C

COUNTY PROJECT NO.

AR-1719

2 9 LN 4

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21 MSD:

20MSD-00206 MSD BASE MAP: CHARLES EDWIN QUINBY JR.

753

100.00'

EXIST ROW

WM 75' R

S32°17'37"E 303.07'

(U.I.P.)

SET IRON ROD W/ CAP

09J3-043S

(A.T.G.)

83+00

SEE ENLARGED DETAIL GG THIS SHEET

84+00 SIGN

ASPH

115.56'

84.97'

99.96'

EXIST ROW

50.00'

ASPH FOUND AXLE N73°54'59"W 0.95'

2060 WASHINGTON STREET

DB 20440 PG 3595

DB 22070 PG 2366

LOC# 09J331065

LOC# 09J331021

LOC# 09J330965

747

746

2080 WASHINGTON STREET

2090 WASHINGTON STREET

DB 20058 PG 2287

DB 7656 PG 1480

LOC# 09J330921

LOC# 09J331164

NO ACQUISITIONS

RON I SET

DB 21236 PG 1684 LOC# 09J330833

NO ACQUISITIONS

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

SANDRA S. MCCONAGHY 3000 WASHINGTON STREET

NO ACQUISITIONS

AP W\C ROD

S32°17'37"E 35.38' 2.00' 3 6 I R 9

S32°17'37"E 64.16'

N62° 33' 36"E

P L 23"W S57°42'

NO ACQUISITIONS

HOWARD J. & SHARON J. LEVINSON

2.00'

S32°17'37"E 35.38' POSSIBLE CITY OF FLORISSANT 10' WIDENING PER UNRECORDED AGREEMENT MENTIONED IN DB 3887 PG 517

10.00'

S32°17'37"E 100.00'

LINE TABLE L1:

N57°31'48"E

5.00'

L2:

S57°42'23"W

5.00'

L3:

S57°42'23"W

0.98'

L4:

S57°42'23"W

4.88'

L5:

S57°42'23"W

4.00'

3 7 I R 0

748

( 17 OF 18)

2050 WASHINGTON STREET

DB 22720 PG 1695

N\F

MOLLY A. DUVALL

W ASHI NGTON STREET

1990 WASHINGTON STREET

N\F

SCOTT W. JR. &

N\F

P L

BRIAN SHREHL

N\F

P L

JULIE C. ZENSEN

3 3 0 R 7 W -L 5 C A LC

N\F WA 1990 LLC

100.00'

NO ACQUISITIONS

S62° 11' 00"W

N62° 11' 00"E

S62° 11' 00"W

07 . 61 83+ 00 30.

P L

N62° 11' 00"E

S62°11'00"W 0.05'

N\F

NO ACQUISITIONS

ASPH

CONC

FOUND IRON ROD

ROW PLAN SHEET

CONC

7/14/2021

ROW PLANS

(U.I.P.)

DATE:

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

WM(A.T.G.)

PU BLIC W O RK S

10.00'

F. 636 537 0275

(U.I.P.)

S32°17'37"E 68.69'

N32°17'37"W 64.62'

W/ DROP

741

T.S.C.L.

Chest er f i el d,M i ssour i63017

P.S.E.

(U.I.P.)

S32°17'37"E 42.19'

TRA N SPO RTA TIO N

750

2.00'

T. 636 537 5585

754

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

U POLE

751

Draw i ngs,Speci f i cati ons,

LOC# 09J330943 COMMITMENT# 18-225908-KEE

responsi bi l i ty f oral lother

DB 21474 PG 2391

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

23"W S57°42'

192.97'R

2095 WASHINGTON STREET

l i mi ted to the desi gn aspectsof

191.72' C

N\F

50"

184+00

S.F.

KERMA D. SCHAEFER

P L

23"W S57°42'

S57°42'23"W 10.00' 745

LIGHT

S32°17'37"E 35.38'

S.F.

authori zed by m y sealare

256.24' C 257.29'R

LOC# 09J330987

190 12,564

DI SCLAI M ER OF RESPONSI BI LI TY

P L 246.24' C

STA 82+80.90 22.0'W R.E.

BOOK 23868 PG 2605

CONC

S.F.

2085 WASHINGTON STREET

(U.I.P.)

750

REV.DATE

REMAINING:

STA 83+82.45 18.0'W R.E.

P L 127.00'R

TSCL:

S.F.

S.F

RESURFACI NG

2 8 4 O A X 5 9 5 .4 4

S.F.

00 85+

16 O 7 I R 5 9 1. 2 0

142 22,398

00 84+

183+00

N57°42'23"E 10.00'

00 83+

99.96' ASPH

PSE:

S32°17'37"E N\F GR 8 HOME IMPROVEMENT LLC 35.38'

(U.I.P.)

S32°17'37"E 100.00'

(A.T.G.)

00 82+

99.96'

S.F.

42"

EXIST ROW

S32°17'37"E 1631.51'

00 + 81

00 80+ EXIST ROW

23"W S57°42'

WASHINGTON ST

S32°17'37"E T.S.C.L. 64.16'

(U.I.P.)

82+00

S32°17'37"E 808.89'

HYD

(U.I.P.)

36"

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

24"

U POLE

SET IRON ROD W/ CAP

81+00

ASPH

740182+00

(U.I.P.)

36"

CONC

SET IRON ROD W/ CAP

S32°17'37"E 110.00'

S32°17'37"E 1631.51'

S57°42'23"W 13.02'

07 . 61 83+ 00 20.

S06°00'23"W 0.88'

S32°17'37"E 83.37'

SET IRON ROD W/ CAP

LIGHT

(U.I.P.)

07 . 61 82+ 00 20.

FOUND IRON PIPE

S32°17'37"E 26.63' U POLE(U.I.P.)

07 . 51 + 81

734

000 20.

738

30" (U.I.P.)

1,000

12,564

MATCHLI NE C.L.STA 84+99 = S.W .STA 185+00

ASPH

(U.I.P.)

CONC

742

PSE:

REMAINING:

3 6 I R 9

744

(U.I.P.)

S32°17'37"E 35.84'

S57°27'09"W 4.88'

EXIST. PROPERTY:

EX. 1.3%

36"

S57°42'23"W 15.02'

S.F

PROP. 0.8%

743 S32°17'37"E 26.60' 739

22,398

3 7 I R 0

T.S.C.L.

LOC# 09J331043

CONC

DB 17859 PG 127

(U.I.P.)

PROP. 7.2%

S52°34'40"W 0.90'

S57°42'23"W 10.00' 32.87'

181+00 (A.T.G.)

DB 8809 PG 349 LOC# 09J331186

2075 WASHINGTON STREET

2065 WASHINGTON STREET EX. 3.8%

KENNETH J. BOND

16 C 6 R O 6 S 0 1. S 4 2

S32°17'37"E 382.82' SIGN

U POLE

737

JOSEPH S. & JACQUELINE M. PAGANO

FOUND IRON PIPE

EX. 6.1%

3 6 I R 8

EXIST ROW

(U.I.P.)

N58°45'14"E 90.00' 5.86'

S.F.

N\F

PROP. 8.6%

C.L.

27,851

N\F

07 . 61 82+ 00 30.

T.S.C.L.

20.00'

(U.I.P.)

S.F.

07 . 61 83+ 00 30.

LIGHT

667

EXIST. PROPERTY:

TSCL: REMAINING:

6 3 6 7 U I RP 8 3

PROP. 6.9%

732

733

S.F.

321.61'R

P L

EX. 4.3%

735

35.69'

730

S.F.

13,970

772

STA 81+67.89 10.0'W R.E.

LOC# 09J331108

S32°17'37"E 32.76'

CONC

130

REMAINING:

23"W S57°42'

DB 24005 PG 473

S.F.

TSCL:

127.00'R

P L

RICHARD H. & KATHLEEN KELLETT 2025 WASHINGTON STREET

07 . 51 + 81

STA 80+25.13 29.5'W R.E.

N\F

27,851

TSCL:

GHT (U. LI .P.) I

EX. 5.3% PROP. 6.4%

81.41' R

S.F.

000 30.

731

S32°17'37"E 35.70'

9,163

1,100

736

23"W S57°42'

LOC# 09J611224

S.F.

296 DB 5826 PG

DB 15289 PG 251

192

EXIST. PROPERTY:

113'R

2005 WASHINGTON STREET

MATCHLI NE C.L.STA 79+99 = S.W .STA 180+00

REMAINING:

EASEMENT

N\F BRAD & SUSAN SCHULTZ

S.F PSE:

TSCL:

9,163

S.F

13,970

EXIST. PROPERTY: EXIST. PROPERTY:

2 8 1 O I P 5 9 4 .1 1

S.F.

3 9 6 O I P

S.F.

j j

178 9,199

TSCL: REMAINING:

P L

S.F

STA 81+36.89 27.5'W R.E.

9,199

EXIST. PROPERTY:

REVI SI ONS

SCALE: 1" = 20'

thi ssheet,and Ihereby di scl ai m

SCALE IN FEET

docum entsi ntended to be

7/14/2021

APP.

Ihereby speci f y thatthe

2 9 7 C LF

2 9 8 C LF

0 P L

DESCRI PTI ON

PLS-2007000085 P L

NOT FOR CONSTRUCTION

8J, 9J

749

07 . 61 83+ 00 20.

DESIGNED:

GDO

ENLARGED PLAN GG SET I RON R 1"=5'

OD W\CAP

P L

LEGEND SIDEWALK REMOVAL

DRAWN:

AMA CHECKED:

STS

TYPE 'C' ASPHALT

SHEET SEQUENCE:

TEMPORARY EASEMENT

OF 146

PERMANENT EASMENT

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

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

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

6834H-21 MSD:

MSD BASE MAP:

CHARLES EDWIN QUINBY JR.

TSCL:

190

S.F.

TSCL:

577

S.F.

15,919

S.F. SCALE IN FEET

10.00'

S57°43'08"W

5.99'

L7:

S57°42'23"W

4.00'

L8:

N57°42'23"E

10.00'

N57°43'08"E

L6:

3015 WSHINGTON STREET

DB 21474 PG 2391

DB 9174 PG 1387 COMMITMENT# 18-225909-KEE

763

HELD FOR SUBDIVISION LINE

767

18"

U POLE

75.00' R

128.07'

187+00

186+00

LIGHT

(U.I.P.)

S32°17'37"E 303.07'

761 09J3-042S

762

7/14/2021

SET IRON ROD W/ CAP

FOUND IRON PIPE S87°05'14"W 0.68'

STA 86+64.13

768

END PROJECT

23"W S57°42'

(A.T.G.)

86+00

DATE: 777

EXIST ROW

94.08'

766

WM (U.I.P.)

759

S00°32'16"W 18.44'

S32°17'37"E 125.66

225' R 222.15' C

WASHINGTON ST

S32°17'37"E 1631.51'

88+20

88+00

87+00

STA 86+49.90

(U.I.P.) FOUND IRON PIPE

SCOTT W. JR. &

1 FATIMA COURT

SANDRA S. MCCONAGHY

DB 12482 PG 1587 LOC# 09J330789

NO ACQUISITIONS

P L

LOT 10

N\F

FRED K. WEIERSMUELLER

SUSAN JEAN GROH

9 FATIMA COURT

4000 WASHINGTON STREET

DB 18715 PG 2277

DB 13323 PG 1854

LOC# 09J330680

NO ACQUISITIONS

21 ' 06 "E

LOT 9

2°

7.64 '

34 .12'

SET IRON ROD W/ CAP

TRA N SPO RTA TIO N

MARY GUCCIONE

N\F N\F

PE RON PI FOUND I ADOPTED

SET IRON ROD W/ CAP

LOT 1

N62° 33' 36"E

SET IRON ROD W/ CAP

N62° 33' 36"E

S27°26 ' 24" E 50. 00'

EXIST ROW

P L

1' ' .1 0 3 .0 3 0 = 2 L = D A

N79°47'50"W 0.39'

(U.I.P.)

' 2 0' .7 .0 9 0 2 = 2 L D= A R

N57° 4 8' 06"E

SIGN

FOUND IRON PIPE

N62° 33' 36"E

S32°17'37"E 156.32' 58.23'

EXIST ROW

SET IRON ROD W/ CAP

P L

END RESURFACING

HYD

S86°21'00"W 0.69'

S32°17'37"E 808.89'

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

N32°17'37"W 73.52'

3 0 . 9 2 '

PU BLIC W O RK S

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

(U.I.P.)

T. 636 537 5585

L7 P.S.E.

CONC

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

36"

EXIST ROW

8" VCP

S32°17'37"E 26.32'

40"

FOUND IRON PIPE

S32°16'52"E 47.20'

757 S32°17'37"E 50" 26.50' (U.I.P.) T.S.C.L.

STA 87+94.36

765

764

C.L.

S32°17'37"E 68.69' 758

WASHINGTON ST OFF 29.00' LT

760

CONC

SW STA 187+95.42=

N 0 0 ° 3 2 ' 1 6 "E

40.00'

EX. 5.8%

PROP. 5.6%

756

LOC# 09J330844

23"W S57°42'

STA 85+16.50 16.5'W R.E.

COMMITMENT# 18-225908-KEE

187+95.47 PI

DAVID E. MAHLIN & MARY JO EHRET-MAHLIN

LOC# 09J330943

STA 86+01.54 21.0'W R.E.

N\F

KERMA D. SCHAEFER

MATCHLI NE C.L.STA 84+99 = S.W .STA 185+00

L5:

EX. 4.4%

2095 WASHINGTON STREET

DB 21236 PG 1684

7.46'

PROP. 6.7%

P L

N\F

3000 WASHINGTON STREET

S32°17'37"E

SCALE: 1" = 20'

755

L4:

F. 636 537 0275

REMAINING:

Chest er f i el d,M i ssour i63017

S.F.

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

12,564

REMAINING:

orsurvey

S.F.

partofthe engi neeri ng proj ect

2,144

i ntended to be used f orany

PSE:

docum entsrel ati ng to or

S.F.

6.31'

Property i nf orm ati on,orother

750

S32°17'37"E

Esti m ates,Reports,Surveys,

PSE:

4.00'

L3:

Draw i ngs,Speci f i cati ons,

S.F

l i mi ted to the desi gn aspectsof

15,919

authori zed by m y sealare

EXIST. PROPERTY:

2.00'

docum entsi ntended to be

REV.DATE

S.F

S57°42'23"W

DI SCLAI M ER OF RESPONSI BI LI TY

12,564

EXIST. PROPERTY:

N57°42'23"E

L2:

Ihereby speci f y thatthe

LINE TABLE L1:

responsi bi l i ty f oral lother

REVI SI ONS

APP.

7/14/2021

DESCRI PTI ON

PLS-2007000085

NOT FOR CONSTRUCTION

8J, 9J

thi ssheet,and Ihereby di scl ai m

20MSD-00206

LOC# 09J330646

NO ACQUISITIONS

( 18 OF 18)

ROW PLAN SHEET

ROW PLANS

W ASHI NGTON STREET

RAD= 4 76. 08' L=84 .53'

F A TI MA

RESURFACI NG

LOC# 09J330833

NO ACQUISITIONS

DESIGNED:

GDO

LEGEND SIDEWALK REMOVAL

DRAWN:

AMA CHECKED:

STS

TYPE 'C' ASPHALT SHEET SEQUENCE:

TEMPORARY EASEMENT

OF 146

PERMANENT EASMENT

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

536

535

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 %

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

SHEET 1 OF 11

540

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

553

F. 636 537 0275

553

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

0% . 1

Chest er f i el d,M i ssour i63017

541 T. 636 537 5585

554

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

DESCRI PTI ON

NOT FOR CONSTRUCTION

APP.

544

DRI VEW AY PROFI LES

538

TRA N SPO RTA TIO N

B L

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

DRIVE STA 13+79.41 REVI SI ONS

B L

authori zed by m y sealare

551

docum entsi ntended to be

REV.DATE

5% . 1

Ihereby speci f y thatthe

551

DI SCLAI M ER OF RESPONSI BI LI TY

El ev=553.61

PVI0+24.74

El ev=553.43

PVI0+20.63

552

ROW PLANS

5% . 1

0.1%

RESURFACI NG

7% 6.

El ev=553.35

PVI0+15.63

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

3. 1 %

El ev=548.84

DRIVE STA 05+48.42 5% 4.

El ev=549.11

554

PVI-0+14.27

542

El ev=549.19

ROLLED CURB

El ev=553.14

0% 4.

PVT -0+19.27

B L

El ev=549.26

542 552

PVI-0+10.80

539 0% 4. -

PVI-0+24.27

L=10.00' 4. 0% PVI0+12.45

543

2% 6.

El ev=550.06

19 .0 %

-0+29.27

7% 2. -

El ev=542.68

545

PVC

L=10.00'

PVI-0+11.74

3. 8%

El ev=551.01

1 . 5% El ev=542.76

546

PVT -0+35.24

7. 3%

PVI-0+13.74

B L

El ev=551.41

543 El ev=542.82

547

PVI-0+37.74

17 .3 % PVI-0+17.74

El ev=543.32

PVI-0+20.34

546

-0+40.24

El ev=538.88

PVI-0+10.63

545

El ev=535.49

1 . 5%

PVI-0+10.87

1 1 . 4 %

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

DRIVE STA 13+28.37

543

542 DATE:

7/14/2021

539

553

DESIGNED:

GDO

DRAWN:

3% 2. -

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

DRIVE STA 6+30.17 N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\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.

545

547

5% . 1

DRIVE STA 14+27.63 L=5.00'

DRIVE STA 20+11.50

-9 . 5%

547

546

545

L=10.00'

DRIVE STA 17+37.90 23

SHEET 2 OF 11

548

PU BLIC W O RK S

4. 2%

DRI VEW AY PROFI LES

550 F. 636 537 0275

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

550 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

El ev=551.55

PVI0+15.63

El ev=551.34

PVI0+12.23

NOT FOR CONSTRUCTION

REV.DATE

DRIVE STA 22+88.22

Ihereby speci f y thatthe

L=10.00'

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

3. 0% DI SCLAI M ER OF RESPONSI BI LI TY

El ev=551.76

PVT 0+30.63

El ev=551.89

PVI0+25.63

El ev=551.63

0+20.63

551

Chest er f i el d,M i ssour i63017

T. 636 537 5585

5% . 1

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

El ev=550.13

PVT 0+25.87

El ev=550.21

PVI0+23.37

551

TRA N SPO RTA TIO N

5% . 1 El ev=549.06

PVT 0+25.87

El ev=549.16

PVI0+23.37

El ev=550.17

PVC

552

ROW PLANS

DRIVE STA 16+35.50

2. 5%

RESURFACI NG

2% 8.

El ev=549.12

0+20.87

El ev=550.10

552

W ASHI NGTON STREET

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

5% . 1 550

PVI0+15.87

El ev=547.08

PVI0+15.87

551

El ev=546.81

0% 9.

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=547.56

0+20.87

El ev=547.16

PVC

5% . 1 2% 6.

PVI0+25.88

El ev=550.03

547 0+21.26

545

PVI0+24.89

546 PVC

546

El ev=550.00

PVI0+21.77

El ev=547.49

2. 7% 5% . 1

El ev=546.74

551 El ev=546.93

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

549

L=5.00'

DRIVE STA 20+85.90 DATE:

7/14/2021

549

-6 . 8% DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

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

2. 0%

551 2% 6.

5% . 1 El ev=552.23

L=5.00'

DRIVE STA 23+39.49 553 559

552

3. 3%

551 5' 557 3% 8.

558

5% . 1 5% 7.

559 6. 5%

8% 3. -

558

L=5.00'

DRIVE STA 27+30.47

559

0% . 1

4% 2. 558

557

SHEET 3 OF 11

1 . 5%

PU BLIC W O RK S

561 B L

DRI VEW AY PROFI LES

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

559

F. 636 537 0275

560

Chest er f i el d,M i ssour i63017

3% 0. 1

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

563

authori zed by m y sealare

L=5.00' BY

556

docum entsi ntended to be

562 REV.DATE

5% . 1

Ihereby speci f y thatthe

% 1 3.

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

% 6 . 4 1

TRA N SPO RTA TIO N

DRIVE STA 24+37.53 T. 636 537 5585

561

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

% 1 9. DI SCLAI M ER OF RESPONSI BI LI TY

557

ROW PLANS

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

RESURFACI NG

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

DRIVE STA 23+89.72

El ev=558.33

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

ROLLED CURB

559

DRIVE STA 27+88.69

L=5.00' DATE:

7/14/2021

560

L=5.00' 558

DRIVE STA 27+59.06

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\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. 565 571

564 570

563

7. 9%

560 569

B L B L

562 568

561 5' 567 1 . 8%

L=5.00'

% .5 7 1

5% 9.

566

575

9% 5.

0% 7.

574

% 7 . 1 1

572

L=10.00' L=5.00'

DRIVE STA 30+07.68

570

569

L=5.00'

5% . 1 567

566

PU BLIC W O RK S

L=5.00'

Chest er f i el d,M i ssour i63017

F. 636 537 0275

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

574

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

5% . 1

TRA N SPO RTA TIO N

9% 2.

T. 636 537 5585

575

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

568

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

DRIVE STA 31+28.15

authori zed by m y sealare

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

573

docum entsi ntended to be

L=10.00' REV.DATE

573

Ihereby speci f y thatthe

L=5.00'

DI SCLAI M ER OF RESPONSI BI LI TY

574

SHEET 4 OF 11

El ev=573.94

PVT 0+34.59

El ev=575.00

PVT 0+26.46

El ev=575.10

PVI0+23.96

4. 3%

DRI VEW AY PROFI LES

572 El ev=573.79

0+21.46 El ev=575.07

PVC

575

ROW PLANS

5% . 1 PVI0+32.09

El ev=574.60

PVT 0+26.16

El ev=574.30

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

RESURFACI NG

4% 9.

El ev=573.50

El ev=573.03

PVT 0+25.62

El ev=574.52

PVI0+23.66

El ev=574.34

0+21.16

5% . 1

W ASHI NGTON STREET

2. 6% El ev=572.74

575

El ev=570.75

573 0+29.59

L=5.00' PVI0+23.12

0% 0. 1

PVT 0+44.63

DRIVE STA 28+45.71 4% 7.

El ev=570.58

566 PVC

562

PVC

7.5%

PVI0+42.13

6. 2% 574

El ev=570.14

566 574

0+39.63

563

El ev=574.22

B L

PVC

B L

5% . 1

El ev=572.70

564

PVI0+15.62

9% 2. -

0+20.62

573

% 1 5.

PVC

566

2. 6%

El ev=572.63

574

El ev=567.69

575

PVI0+15.62

566

PVT 0+25.62

567

1 . 2%

El ev=567.25

562 576

El ev=573.97

B L

El ev=572.31

B L PVI0+12.26

DRIVE STA 28+97.95

PVI0+23.12

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

573

L=5.00'

565

DRIVE STA 30+66.54 DATE:

7/14/2021

573

571

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

DRIVE STA 29+02.88 N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\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.

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

SHEET 5 OF 11

5% 7.

PU BLIC W O RK S

L=5.00'

DRI VEW AY PROFI LES

553

Chest er f i el d,M i ssour i63017

F. 636 537 0275

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

546 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

NOT FOR CONSTRUCTION

545

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

2. 6%

TRA N SPO RTA TIO N

L=5.00'

T. 636 537 5585

547

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

554

DESCRI PTI ON

REVI SI ONS

DRIVE STA 42+59.38 APP.

546

authori zed by m y sealare

544

docum entsi ntended to be

REV.DATE

L=5.00'

Ihereby speci f y thatthe

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

DI SCLAI M ER OF RESPONSI BI LI TY

PVC

3% 6.

ROW PLANS

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'

RESURFACI NG

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

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

L=5.00'

DRIVE STA 41+40.46

554 DATE:

7/14/2021

547

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

DRIVE STA 40+01.90 N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\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. 1 . 4%

545

544

1 . 0%

L=5.00'

DRIVE STA 46+23.54

543

L=5.00'

SHEET 6 OF 11

0. 5%

PU BLIC W O RK S

544 Chest er f i el d,M i ssour i63017

F. 636 537 0275

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

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DRIVE STA 48+22.04

DESCRI PTI ON

REVI SI ONS APP.

El ev=541.28

PVI0+35.41

El ev=541.40

PVI0+22.87

El ev=541.35

NOT FOR CONSTRUCTION

REV.DATE

L=5.00'

Ihereby speci f y thatthe

540

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

543 DI SCLAI M ER OF RESPONSI BI LI TY

El ev=542.53

PVI0+35.35

541

DRI VEW AY PROFI LES

1 . 9%

TRA N SPO RTA TIO N

DRIVE STA 46+93.07 T. 636 537 5585

543

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

El ev=542.57

El ev=541.40

PVT 0+32.87

El ev=541.51

542

ROW PLANS

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% .

RESURFACI NG

544

El ev=542.65

0+29.51

PVC

542

W ASHI NGTON STREET

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

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

4. 7% 1 . 6%

542

L=5.00' DATE:

7/14/2021

543

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\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

534

538

2% 4.

537

536

L=5.00'

534

DRIVE STA 52+51.54

L=5.00' 538

537

12.5%

536

535

SHEET 7 OF 11

3% 4.

PU BLIC W O RK S

DRIVE STA 50+32.34

DRI VEW AY PROFI LES

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

L=5.00'

F. 636 537 0275

538

535

Chest er f i el d,M i ssour i63017

536

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

DRIVE STA 51+02.91 l i mi ted to the desi gn aspectsof

537

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

8% . 1

TRA N SPO RTA TIO N

L=5.00'

T. 636 537 5585

537

authori zed by m y sealare

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

DRIVE STA 54+30.66

docum entsi ntended to be

L=5.00' REV.DATE

536

Ihereby speci f y thatthe

L=5.00'

DI SCLAI M ER OF RESPONSI BI LI TY

533

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

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

ROW PLANS

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

RESURFACI NG

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

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

L=10.00' 534

DRIVE STA 53+19.81 538 DATE:

7/14/2021

535

538

L=5.00'

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

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

2. 3%

4% . 1 % 4 . 2 1

L=5.00' 534

533

532

3% 5.

538

B L

537

1' 536

1 . 8%

5% . 1 % 2 . 4 1

DRIVE STA 55+76.62 535

DRIVE STA 62+10.35 538

539

4% 6.

537

L=5.00'

536

L=5.00'

535

L=10.00' 2% 3.

538

536

L=10.00' 535

PU BLIC W O RK S

DRIVE STA 58+42.29 F. 636 537 0275

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

% 1 3. -

Chest er f i el d,M i ssour i63017

539

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

DRIVE STA 62+67.17

TRA N SPO RTA TIO N

5% . 1 -

T. 636 537 5585

540

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

540

537

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

541

docum entsi ntended to be

B L BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

DRIVE STA 63+33.66

Ihereby speci f y thatthe

L=5.00'

DI SCLAI M ER OF RESPONSI BI LI TY

El ev=539.65

PVI-0+15.86

540

SHEET 8 OF 11

5% . 1

7% 3. -

DRI VEW AY PROFI LES

2. 7%

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

541

ROW PLANS

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

RESURFACI NG

537

1 . 5%

W ASHI NGTON STREET

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

B L 6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

B L 540

539 DATE:

7/14/2021

538

536

DRIVE STA 57+42.73 DRIVE STA 60+83.35

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

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

543

542

544

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

DRIVE STA 64+65.95 El ev=542.91

8% . -6

553

544 574

543 573

542

% 5 . 3 -1

3% 5. -

553

DRIVE STA 67+86.30 576

1 . 5%

572

571 1 . 5%

1 . 3%

B L 577

7% 2. -

575

575 576

B L

DRIVE STA 74+14.17

554

575

8% 3. -

B L

574

5' 572

L=5.00'

571

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

576

577

F. 636 537 0275

4% 3. -

Chest er f i el d,M i ssour i63017

2. 1 %

573

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

APP.

DESCRI PTI ON

REVI SI ONS

El ev=579.24

PVT -0+30.23

El ev=579.32

NOT FOR CONSTRUCTION

REV.DATE

DRIVE STA 76+33.59

Ihereby speci f y thatthe

L=10.00'

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

1 . 5% DI SCLAI M ER OF RESPONSI BI LI TY

578

T. 636 537 5585

El ev=576.67

PVI-0+18.10

El ev=576.95

PVI-0+31.58

L=5.00'

SHEET 9 OF 11

555

578

PU BLIC W O RK S

556

1 . 5%

579

DRI VEW AY PROFI LES

1 . 1 % B L

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

DRIVE STA 70+44.42

El ev=575.95

B L

TRA N SPO RTA TIO N

L=5.00' 577

PVI-0+35.23

5% . -9 3% . -7

ROW PLANS

557

4. 7% 5% . -7

RESURFACI NG

558

El ev=578.84

1 . 5% 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

9. 3% 579

El ev=574.40

564

1 . 8%

PVI-0+19.35

577

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

1 . 5%

El ev=574.01

1 . 5%

574

-0+43.48

L=10.00' PVI-0+17.53

El ev=564.21

PVI-0+17.38

El ev=573.08

1 . 5%

El ev=553.58

PVI-0+24.00

El ev=553.65

PVT -0+29.00

1 . 5%

El ev=553.69

PVI-0+31.50

El ev=564.27

PVT -0+34.64

El ev=573.12

PVI-0+37.14

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

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

5% 2. -

8J, 9J

2% 5. -

1 . 0%

576

DRIVE STA 74+71.67

DATE:

7/14/2021

575

B L

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

L=10.00' STS

SHEET SEQUENCE:

OF 146

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

581

4. 6%

8. 2%

1 . 5%

579

DRIVE STA 76+68.01

580

579

580 595

4. 0%

B L

581 595

580 5' 594

2. 8%

8% 3. -

2. 8% 6. 9%

593

L=5.00' 598

B L

597 B L

7. 2%

596

1 . 5%

L=5.00' 594 594

DRIVE STA 77+26.80 DRIVE STA 81+67.89

B L

594

1 . 5% 3% 4. -

3% 4. -

593

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

6. 1 %

F. 636 537 0275

1 . 5%

Chest er f i el d,M i ssour i63017

601

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

587

T. 636 537 5585

5. 6%

TRA N SPO RTA TIO N

DRIVE STA 82+80.90 16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

4% 4. -

595

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

588

authori zed by m y sealare

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

602

docum entsi ntended to be

DRIVE STA 83+82.45 REV.DATE

0. 8%

Ihereby speci f y thatthe

5% 4. -

DI SCLAI M ER OF RESPONSI BI LI TY

El ev=602.06

PVI-0+15.50

El ev=602.12

PVI-0+24.00

603

SHEET 10 OF 11

8. 0%

B L

DRI VEW AY PROFI LES

596

El ev=602.20

591

ROW PLANS

581

El ev=598.88

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

RESURFACI NG

0% 3. -

El ev=599.38

3. 5%

W ASHI NGTON STREET

582

El ev=594.47

DRIVE STA 78+81.51

El ev=593.20

598

PVI-0+16.33

8. 6%

PVI-0+15.89

600

PVI-0+16.33

584

El ev=594.41

3% . -7

El ev=593.16

1 . 8% PVI-0+24.00

602

PVI-0+17.27

% 1 2. -

El ev=594.89

B L

El ev=593.63

5. 0%

PVI-0+24.00

1 . 5%

PVI-0+17.27

8% 3. -

601 El ev=599.45

B L

PVI-0+24.09

0% 3. -

603

El ev=594.97

3% 4. -

PVI-0+29.00

3% 4. -

El ev=593.70

8% . -6 PVI-0+29.00

590

PVI-0+29.00

584 599 El ev=599.97

1 . 5%

PVI-0+29.09

585 PVT -0+35.02

DRIVE STA 80+25.13

El ev=595.00

1 . 8% El ev=600.18

586

PVI-0+37.52

DRIVE STA 79+43.79

PVI-0+29.88

2. 3%

2% 2. -

El ev=600.31

589

-0+40.02

8% . -6

PVC

El ev=584.61

2. 7% El ev=586.70

589

El ev=593.75

El ev=580.84

El ev=584.54 PVI-0+15.64

El ev=586.63 PVI-0+15.53

PVI-0+16.46

6. 4%

PVI-0+30.86

2. 8%

El ev=579.62

1 . 5%

PVI-0+16.28

1 . 5%

PVI-0+16.18

PVI-0+16.64

El ev=586.84

PVI-0+24.00

4. 8%

El ev=580.76

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

585

PVT -0+29.00

586 El ev=584.80 PVI-0+29.00

587

El ev=579.91

PVI-0+29.94

580 PVI-0+30.72

588

El ev=581.03

PVI-0+29.99

591

PVI-0+31.50

2. 0% -0+34.00

581 El ev=581.03

590

El ev=581.03

PVC

582 PVI-0+40.10

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

B L

600

9% 5. -

599 DATE:

7/14/2021

597

595

4% 4. -

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

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

605

5. 8%

604

5. 6%

603 8% 3. -

B L

605

604 5'

1 . 5%

3% 4. 603

SHEET 11 OF 11

601

DRI VEW AY PROFI LES

602

PU BLIC W O RK S

TRA N SPO RTA TIO N

El ev=601.42

F. 636 537 0275

T. 636 537 5585

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

Chest er f i el d,M i ssour i63017

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

B L

ROW PLANS

6. 7%

RESURFACI NG

1 . 5%

W ASHI NGTON STREET

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

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

DATE:

7/14/2021

603

601

DRIVE STA 86+01.54

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

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

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

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

6834H-21 MSD:

20MSD-00206 MSD BASE MAP:

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

NOT FOR CONSTRUCTION Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

thi ssheet,and Ihereby di scl ai m

DESCRI PTI ON APP. Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

REV.DATE

REVI SI ONS

8J, 9J

DATE:

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

( 1 OF 3)

COORDI NATE SHEET

PU BLIC W O RK S

Chest er f i el d,M i ssour i63017

TRA N SPO RTA TIO N

ROW PLANS

RESURFACI NG

W ASHI NGTON STREET

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

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

T. 636 537 5585

F. 636 537 0275

7/8/2022

DESIGNED:

GDO

Existing property and right of way information was provided by CHARLES EDWIN QUINBY JR.

St Louis County Department of Transportation. The proposed

DRAWN:

GDO

easements and right of way shown hereon are based on said V

PLS-2007000085

provided documentation. No review has been made relative to

CHECKED:

STS

the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri for property boundary surveys.

standards

SHEET SEQUENCE:

OF 146

7/8/2022

N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\040_AR-1719_Coords.dgn

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

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

6834H-21 MSD:

20MSD-00206 MSD BASE MAP:

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

NOT FOR CONSTRUCTION Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

thi ssheet,and Ihereby di scl ai m

DESCRI PTI ON APP. Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

REV.DATE

REVI SI ONS

8J, 9J

DATE:

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

( 2 OF 3)

COORDI NATE SHEET

PU BLIC W O RK S

Chest er f i el d,M i ssour i63017

TRA N SPO RTA TIO N

ROW PLANS

RESURFACI NG

W ASHI NGTON STREET

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

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

T. 636 537 5585

F. 636 537 0275

7/7/2022

DESIGNED:

GDO

Existing property and right of way information was provided by CHARLES EDWIN QUINBY JR.

St Louis County Department of Transportation. The proposed

DRAWN:

GDO

easements and right of way shown hereon are based on said V

PLS-2007000085

provided documentation. No review has been made relative to

CHECKED:

STS

the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri for property boundary surveys.

standards

SHEET SEQUENCE:

OF 146

7/7/2022

N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041_AR-1719_Coords.dgn

COUNTY PROJECT NO.

AR-1719 FEDERAL PROJECT NO.

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

6834H-21 MSD:

20MSD-00206 MSD BASE MAP:

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

NOT FOR CONSTRUCTION Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

thi ssheet,and Ihereby di scl ai m

DESCRI PTI ON APP. Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

REV.DATE

REVI SI ONS

8J, 9J

DATE:

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

( 3 OF 3)

COORDI NATE SHEET

PU BLIC W O RK S

Chest er f i el d,M i ssour i63017

TRA N SPO RTA TIO N

ROW PLANS

RESURFACI NG

W ASHI NGTON STREET

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

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

T. 636 537 5585

F. 636 537 0275

7/7/2022

DESIGNED:

GDO

Existing property and right of way information was provided by CHARLES EDWIN QUINBY JR.

DRAWN:

GDO

St Louis County Department of Transportation. The proposed YO

easements and right of way shown hereon are based on said V

PLS-2007000085

CHECKED:

STS

provided documentation. No review has been made relative to the accuracy of the provided information. These plans do not constitute a boundary survey that meets the Missouri for property boundary surveys.

standards

SHEET SEQUENCE:

OF 146

7/7/2022

N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\042_AR-1719_Coords.dgn

525

-50 -45 -40 -35 -30 -25 -20 17. 00' LT

EL 528. 48

19. 09' LT

-25 -20 -15

-15 12. 05' LT

13. 77' LT EL 532. 90

EL 532. 81

-10

-10 -5

-5 0

CUT= 0.7 CY

GDO

STS

0 5

5 10

10 15

WASHINGTON ST

FILL= 0.0 CY

545 545

540

SAN

535

530 530

CUT= 5.95 SF

525 FILL= 0.00 SF 525

4+00.00

FILL= 0.0 CY

535

WASHINGTON ST

525

GDO

CUT= 1.73 SF

FILL= 0.00 SF

520 520

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

530

SHEET 1 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

525

F. 636 537 0275

530

Chest er f i el d,M i ssour i63017

CUT= 4.2 CY

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

540

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

530

TRA N SPO RTA TIO N

535

T. 636 537 5585

535

DI SCLAI M ER OF RESPONSI BI LI TY

SAN

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

545

ROW PLANS

-5 OH

EXI ST. ROW

550

RESURFACI NG

-10

WASHINGTON ST

W ASHI NGTON STREET

-15

11. 43' LT

EL 534. 63

14. 27' LT

EL 534. 44

19. 27' LT

EL 534. 52

20. 36' LT

EL 534. 88

550

W ASHI NGTON ST STA. 3+ 25 TO STA. 4+ 25

T. C. S. L. EXI ST. ROW

NEW

545

EXI ST. ROW

-20

14. 27' LT

EL 532. 39

19. 27' LT

EL 532. 46

21. 00' LT

EL 533. 04

EXI ST. ROW

T. C. S. L.

-25

EL 525. 59

535 NEW

540

EXI ST. ROW

SID

-30

ï »¿î „€

-35 -30

SUM M ARY OF QUANI TI TES

540

23. 28' LT

-40 -35

P. S. E.

-45 -40

NEW

-50 -45

EL 528. 36

535 T. C. S. L.

-50

24. 64' LT

EL 528. 46

530 NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 3.13 SF

FILL= 0.00 SF 525

4+25.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

3+25.00 N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

540 T. C. S. L.

-50 -45 -40 -35 -30 -25 -20 -15

-15 10. 86' LT

EL 535. 94

12. 77' LT

EL 536. 24

14. 27' LT

EL 536. 24

545 EXI ST. ROW

-10

-10 -5 0

CUT= 1.7 CY

545

535

530

-5

CUT= 3.8 CY 5

CUT= 8.56 SF

530 10

WASHINGTON ST

FILL= 0.4 CY

550 550

545

540

SAN

535 535

CUT= 3.52 SF

530 FILL= 0.79 SF 530

45 50

4+50.00

FILL= 0.1 CY

545

WASHINGTON ST

535

FILL= 0.00 SF

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

540

SHEET 2 OF 111

PU BLIC W O RK S

CUT= 2.4 CY

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

530

Chest er f i el d,M i ssour i63017

535

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

-5 540

TRA N SPO RTA TIO N

535

T. 636 537 5585

SAN

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

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

-10

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

EXI ST. ROW

545

ROW PLANS

550

RESURFACI NG

11. 41' LT

EL 537. 68

14. 27' LT

EL 537. 80

19. 27' LT

EL 537. 87

WASHINGTON ST

W ASHI NGTON STREET

T. C. S. L.

550

W ASHI NGTON ST STA. 4+ 42 TO STA. 4+ 75

-15

10. 87' LT

-20

EL 535. 49

-25

14. 27' LT

-30 -20

EL 535. 78

-35 -25

19. 27' LT

-30

EL 536. 31

-35 EXI ST. ROW

NEW

540

19. 27' LT

-40 EXI ST. ROW

T. C. S. L.

545

EL 535. 86

-45 -40

EXI ST. ROW

-50 -45

31. 77' LT

540 NEW

-50

EL 536. 97

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 1.76 SF

FILL= 0.10 SF 530

4+75.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

4+42.45

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

545

-50 -45 -40 -35 -30 -25 -20

-20

-15

-15 10. 97' LT

EL 539. 15

14. 27' LT

-10

-10 W

-5 0

CUT= 2.6 CY

550

540

535

530

-5

CUT= 7.3 CY 5

CUT= 16.93 SF

530 10 15 20

5+25.00

555

545

WASHINGTON ST

SAN OH

540 540

535 535

CUT= 19.28 SF

530 FILL= 0.00 SF 530

5+00.00

FILL= 0.0 CY

550

545

WASHINGTON ST

535

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

540

SHEET 3 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

CUT= 9.7 CY

F. 636 537 0275

Chest er f i el d,M i ssour i63017

535

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

540

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

FILL= 0.21 SF

TRA N SPO RTA TIO N

535

T. 636 537 5585

CUT= 1.65 SF

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

SAN

authori zed by m y sealare

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

EXI ST. ROW

555

ROW PLANS

-5 545

docum entsi ntended to be

540 REV.DATE

RESURFACI NG

-10

550

Ihereby speci f y thatthe

WASHINGTON ST

W ASHI NGTON STREET

11. 42' LT

EL 541. 02

14. 27' LT

EL 541. 24

19. 27' LT

EL 541. 31

550

DI SCLAI M ER OF RESPONSI BI LI TY

T. C. S. L. EXI ST. ROW

NEW

555

W ASHI NGTON ST STA. 4+ 96 TO STA. 5+ 25

550 EXI ST. ROW

EL 539. 38

-15

10. 96' LT

-25 19. 27' LT

-20

EL 538. 88

-30 -25

14. 27' LT

-35 -30

EL 539. 15

-40 -35

EL 539. 46

-40

19. 27' LT

-45 EXI ST. ROW

43. 92' LT

545

EL 539. 22

T. C. S. L.

-45

EXI ST. ROW

43. 90' LT

-50 EL 541. 92

NEW

545

T. C. S. L.

-50

EL 541. 90

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

FILL= 0.1 CY

555

550 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

4+96.16

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35

545

-30 -25 -20 -15 11. 74' LT

-15

-10 9. 24' LT

-10

CUT= 3.2 CY

-5

CUT= 0.3 CY

540

535

-5

CUT= 3.0 CY

555

550 550

CUT= 5.19 SF

535 10

555

550

WASHINGTON ST

SAN OH

545

540 540

CUT= 5.12 SF

535 FILL= 0.00 SF 535

45 50

5+50.00

FILL= 0.0 CY

WASHINGTON ST

540

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

545

SHEET 4 OF 111

535

PU BLIC W O RK S

FILL= 0.19 SF

W ASHI NGTON ST CROSS SECTI ONS

535

F. 636 537 0275

CUT= 1.76 SF

Chest er f i el d,M i ssour i63017

540

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

SAN

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

540

TRA N SPO RTA TIO N

545

T. 636 537 5585

545

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

-5 DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

560

ROW PLANS

-10

RESURFACI NG

OH REV.DATE

550

docum entsi ntended to be

555

Ihereby speci f y thatthe

WASHINGTON ST

DI SCLAI M ER OF RESPONSI BI LI TY

EXI ST. ROW

11. 54' LT

EL 544. 75

14. 27' LT

EL 544. 75

19. 27' LT

EL 544. 83

EXI ST. ROW

21. 56' LT

EL 545. 59

555

W ASHI NGTON STREET

EXI ST. ROW

EL 542. 61

9. 24' LT

11. 74' LT

EL 542. 85

13. 74' LT

EL 542. 88

17. 74' LT

EL 542. 94

20. 34' LT

-15

EL 542. 49

-20

EL 542. 73

-25 EL 543. 27

EXI ST. ROW -20

13. 74' LT

-30 -25

EL 542. 76

-35 -30

17. 74' LT

-40 -35

EL 542. 83

-45 -40

20. 34' LT

-50 -45

EL 543. 16

T. C. S. L.

-50

EXI ST. ROW

545 NEW

550 T. C. S. L.

560

W ASHI NGTON ST STA. 5+ 48 TO STA. 5+ 75

555

T. C. S. L.

550

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

5+75.00 FILL= 0.1 CY

555 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

5+48.42

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

550 T. C. S. L.

-50 -45 -40 -35 -30 -25 -20 -15

-15 -10

-10 WASHINGTON ST

-5 0

CUT= 2.7 CY

-5

CUT= 1.6 CY 5

0 5 10

555 WASHINGTON ST

SAN OH

550 550

545 545

CUT= 4.26 SF

540 FILL= 0.19 SF 540

6+25.00

FILL= 0.2 CY

560 560

555

SAN OH

550

545 545

CUT= 1.61 SF

540 540

SHEET 5 OF 111

555

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

560

W ASHI NGTON ST CROSS SECTI ONS

CUT= 1.8 CY

F. 636 537 0275

-5

Chest er f i el d,M i ssour i63017

540

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

FILL= 0.16 SF

TRA N SPO RTA TIO N

-10

T. 636 537 5585

540

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

CUT= 14.57 SF

ROW PLANS

545

RESURFACI NG

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

WASHINGTON ST

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

555

docum entsi ntended to be

10. 80' LT

EL 548. 84

14. 27' LT

EL 549. 11

19. 27' LT

EL 549. 19

560

Ihereby speci f y thatthe

40. 24' LT

EXI ST. ROW

W REV.DATE

545

W ASHI NGTON STREET

550

DI SCLAI M ER OF RESPONSI BI LI TY

550

W ASHI NGTON ST STA. 6+ 00 TO STA. 6+ 30

-15

EXI ST. ROW

10. 75' LT

EL 548. 42

14. 27' LT

EL 548. 76

19. 27' LT

T. C. S. L.

EL 551. 63

NEW

560

EXI ST. ROW

11. 52' LT

EL 546. 69

-20

14. 27' LT

-25 EL 548. 84

EXI ST. ROW

25. 31' LT

EL 549. 80

-20

EL 546. 76

-30 -25

19. 27' LT

-35 -30

EL 546. 83

-40 -35

19. 44' LT

-45 -40

EL 546. 89

-50 -45

29. 80' LT

-50

EXI ST. ROW

NEW

555 T. C. S. L.

555

EL 550. 40

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

6+30.17 FILL= 0.0 CY

560 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.17 SF STS

SHEET SEQUENCE:

OF 146

6+00.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

555 T. C. S. L.

-50 -45 -40 -35 -30 -25 -20 -15

-15 -10

-10 W

-5 0

CUT= 1.6 CY

-5 0

CUT= 6.0 CY WASHINGTON ST G

5 10

560

WASHINGTON ST

20 25

565

560

SAN OH

555

550 550

CUT= 1.75 SF

545 FILL= 0.16 SF 545

6+75.00

FILL= 0.1 CY

565 565

560

550 550

CUT= 1.80 SF

545 545

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

555

SAN

SHEET 6 OF 111

545

PU BLIC W O RK S

FILL= 0.22 SF

W ASHI NGTON ST CROSS SECTI ONS

545

F. 636 537 0275

CUT= 1.41 SF

Chest er f i el d,M i ssour i63017

CUT= 1.5 CY

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

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

550

TRA N SPO RTA TIO N

550

T. 636 537 5585

555

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

560

Ihereby speci f y thatthe

EXI ST. ROW

11. 82' LT

EL 554. 85

14. 27' LT

EL 554. 96

19. 27' LT

WASHINGTON ST

ROW PLANS

-5 565

RESURFACI NG

-10

G SAN REV.DATE

555

W ASHI NGTON STREET

19. 39' LT

EL 555. 06

EL 555. 04

DI SCLAI M ER OF RESPONSI BI LI TY

T. C. S. L. EXI ST. ROW

NEW

565

W ASHI NGTON ST STA. 6+ 50 TO STA. 7+ 00

EXI ST. ROW

11. 66' LT

EL 552. 71

14. 27' LT

EL 552. 84

19. 27' LT

EL 552. 91

19. 39' LT

-15

EXI ST. ROW

-20

11. 57' LT

-25 EL 552. 97

-20

EL 550. 61

-30 -25

14. 27' LT

-35 -30

EL 550. 72

-40 -35 W

19. 27' LT

-45 -40

EL 550. 79

-50 -45

EXI ST. ROW

-50

19. 38' LT

560 T. C. S. L.

EL 550. 83

555 NEW

560

EXI ST. ROW

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

7+00.00 FILL= 0.2 CY

565 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.15 SF STS

SHEET SEQUENCE:

OF 146

6+50.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

565 T. C. S. L.

-50

-50 -45

-45 -40

-40 -35

-35 -30

-30 -25

-25 -20

-20 STM

-15

STM

-15 -10

-10 WASHINGTON ST

W SAN

-5 0

CUT= 1.1 CY

-5

CUT= 0.7 CY 5

560 W STM

0 5 10

SAN G

G OH

FILL= 0.0 CY

570 570

565

560 560

555 555

CUT= 3.08 SF

550 FILL= 0.00 SF 550

7+75.00

FILL= 0.0 CY

565 565

WASHINGTON ST OH

555 555

CUT= 0.00 SF

550 550

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

560

SHEET 7 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

550

Chest er f i el d,M i ssour i63017

555

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

555

TRA N SPO RTA TIO N

560

T. 636 537 5585

560

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

25 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

565

ROW PLANS

Ihereby speci f y thatthe

570

DI SCLAI M ER OF RESPONSI BI LI TY

21. 83' RT

EL 560. 96

P. S. E.

EXI ST. ROW NEW

570

RESURFACI NG

21. 37' RT

EL 560. 81

16. 37' RT

575

W ASHI NGTON STREET

EL 560. 73

13. 32' RT

575

W ASHI NGTON ST STA. 7+ 25 TO STA. 8+ 00

CUT= 2.5 CY

T. S. C. L.

NEW

-5

23. 46' RT

-10

EL 560. 40

-15

P. S. E.

-20

NEW

-25

EXI ST. ROW

-30

21. 38' RT

-35 G OH

EL 559. 70

-40

16. 38' RT

-45 SAN

EL 559. 63

-50 WASHINGTON ST EL 560. 14

STM

13. 39' RT

EL 559. 30

EXI ST. ROW

565

EXI ST. ROW

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 1.90 SF

FILL= 0.18 SF 550

8+00.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

7+25.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

565 EXI ST. ROW

-50 -45 -40 -35 -30 -25 -20 -15

-15 -10

-10 W

-5 0

CUT= 1.7 CY

-5

CUT= 1.9 CY 5

0 5

WASHINGTON ST

SAN

WASHINGTON ST

STM SAN

OH G

15 20

20 25

570 570

565

560 560

CUT= 1.90 SF

555 FILL= 0.19 SF 555

8+50.00

FILL= 0.1 CY

575 575

570 570

565

560 560

CUT= 1.79 SF

555 555

SHEET 8 OF 111

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

575

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

555

TRA N SPO RTA TIO N

T. 636 537 5585

FILL= 0.19 SF

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

555

ROW PLANS

CUT= 1.90 SF orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

565 BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

570

Ihereby speci f y thatthe

P. S. E.

575

RESURFACI NG

560

W ASHI NGTON STREET

560

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

EXI ST. ROW

21. 37' RT

EL 562. 86

16. 37' RT

EL 562. 78

13. 27' RT

EL 562. 30

575

W ASHI NGTON ST STA. 8+ 25 TO STA. 8+ 75

21. 76' RT

EL 562. 25

P. S. E.

EXI ST. ROW NEW

21. 37' RT

EL 562. 24

CUT= 1.8 CY

16. 37' RT

21. 92' RT

-20

-5

EL 561. 63

STM

-10

P. S. E.

-25 -15

EL 562. 17

-20

EXI ST. ROW

-30 -25

NEW

-35 -30

21. 37' RT

-40 -35 OH G

EL 561. 62

-45 -40

16. 37' RT

-50 -45 SAN

EL 561. 55

13. 27' RT

-50 WASHINGTON ST

13. 29' RT

565 STM

EL 561. 74

EXI ST. ROW

570

EL 560. 94

565 EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

8+75.00 FILL= 0.2 CY

575 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.08 SF STS

SHEET SEQUENCE:

OF 146

8+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

570

-50 -45 -40 -35 -30 -25 -20 -15 -10

565

-10 -5

STM

CUT= 1.9 CY

-5

CUT= 1.7 CY 5

0 5

WASHINGTON ST SAN

565

G OH

15 20

NEW

20 25

570

565

560 560

CUT= 2.16 SF

555 FILL= 0.14 SF 555

9+25.00

FILL= 0.1 CY

575 575

570

565

560 560

CUT= 1.87 SF

555 555

SHEET 9 OF 111

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

575

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

555

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

FILL= 0.16 SF

TRA N SPO RTA TIO N

T. 636 537 5585

CUT= 1.89 SF

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

555 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

21. 54' RT

REV.DATE

565

ROW PLANS

570

Ihereby speci f y thatthe

P. S. E. EL 563. 94

NEW

EXI ST. ROW

21. 38' RT

EL 563. 93

16. 38' RT

EL 563. 86

13. 13' RT

575

RESURFACI NG

560

W ASHI NGTON STREET

560

DI SCLAI M ER OF RESPONSI BI LI TY

EXI ST. ROW

575

W ASHI NGTON ST STA. 9+ 00 TO STA. 9+ 50

21. 52' RT

EL 563. 75

P. S. E.

EXI ST. ROW

21. 38' RT

EL 563. 74

CUT= 1.9 CY

21. 50' RT

STM

EL 563. 48

-15

-5

P. S. E.

-20

-10

NEW

-25 -15

16. 37' RT

-20

EL 563. 66

565

EXI ST. ROW

-30 -25

21. 38' RT

-35 -30

EL 563. 47

-40 -35

16. 37' RT

-45 -40

EL 563. 40

-50 -45

13. 21' RT

SAN EL 563. 45

STM

EL 563. 16

-50 WASHINGTON ST

13. 27' RT

570 EXI ST. ROW

570

EL 562. 81

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

9+50.00 FILL= 0.1 CY

575 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.12 SF STS

SHEET SEQUENCE:

OF 146

9+00.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

570

-50 -45 -40 -35 -30 -25

-25 -20

-20 -15

-15 -10

-10 -5 0

CUT= 1.6 CY

-5

CUT= 1.7 CY 5

0 5

WASHINGTON ST

STM SAN

WASHINGTON ST

STM SAN

565

15 20

565 NEW

20 25

570

565

560 560

CUT= 1.69 SF

555 FILL= 0.09 SF 555

10+00.00

FILL= 0.1 CY

575 575

570

560 560

CUT= 1.82 SF

555 555

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

575

565

SHEET 10 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

555 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

21. 66' RT

EL 563. 88

P. S. E.

REV.DATE

565

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

FILL= 0.06 SF

TRA N SPO RTA TIO N

555

T. 636 537 5585

CUT= 1.93 SF

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

570

ROW PLANS

560 DI SCLAI M ER OF RESPONSI BI LI TY

NEW

EXI ST. ROW

21. 38' RT

EL 563. 88

16. 38' RT

EL 563. 80

13. 24' RT

EL 563. 73

575

RESURFACI NG

560

W ASHI NGTON STREET

21. 53' RT

EL 564. 11

P. S. E.

EXI ST. ROW

21. 38' RT

EL 564. 10

CUT= 1.7 CY

16. 38' RT

EL 564. 03

-5

13. 27' RT

-10

P. S. E.

-15

NEW

570 -20

EL 563. 91

565

EXI ST. ROW

-30 -25

21. 38' RT

-35 -30

EL 564. 03

-40 -35 SAN

16. 37' RT

-45 -40 STM

EL 563. 95

-50 -45 WASHINGTON ST

13. 18' RT

EXI ST. ROW

570

EL 563. 69

-50

EXI ST. ROW

575

W ASHI NGTON ST STA. 9+ 75 TO STA. 10+ 25

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

10+25.00 FILL= 0.1 CY

575 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.13 SF STS

SHEET SEQUENCE:

OF 146

9+75.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

570 EXI ST. ROW

-50 -45 -40 -35 -30 -25 -20 -15 -10

-10 -5 0

CUT= 6.2 CY

-5

CUT= 1.8 CY 5

STM

0 5

WASHINGTON ST

SAN

10 OH

565

20 25

575

565

560 560

CUT= 11.53 SF

555 FILL= 0.05 SF 555

10+75.00

FILL= 0.1 CY

575 575

570

565

560

555 555

CUT= 1.88 SF

550 550

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

11+00.00

560

SHEET 11 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

30 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

NEW

P. S. E.

APP.

DESCRI PTI ON

REVI SI ONS

T. S. C. L.

NEW

EXI ST. ROW

20. 63' RT

EL 562. 86

15. 63' RT

EL 562. 93

NOT FOR CONSTRUCTION

REV.DATE

560

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

555 DI SCLAI M ER OF RESPONSI BI LI TY

FILL= 0.04 SF

TRA N SPO RTA TIO N

T. 636 537 5585

21. 78' RT

555

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

P. S. E. EL 563. 25

NEW

EXI ST. ROW

21. 38' RT

565

ROW PLANS

EL 563. 24

16. 38' RT

EL 563. 15

13. 22' RT

EL 562. 80

570

RESURFACI NG

SAN 13. 26' RT

CUT= 2.18 SF

W ASHI NGTON STREET

WASHINGTON ST EL 562. 98

560

W ASHI NGTON ST STA. 10+ 50 TO STA. 11+ 00

13. 99' LT

EL 563. 15

19. 98' LT

21. 90' RT

20. 80' LT EL 563. 34

CUT= 6.3 CY

EL 563. 64

-15

P. S. E.

-20

-5

NEW

-25

-10

EXI ST. ROW

-30 -15

21. 38' RT

565 -20 OH

EL 563. 63

570 -25

EL 563. 58

570

16. 38' RT

-35 -30

EXI ST. ROW

SAN

EL 563. 56

-40 -35

P. S. E.

565

13. 19' RT

-45 -40

NEW

WASHINGTON ST

EL 563. 48

-50 -45

T. S. C. L.

-50

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

FILL= 0.0 CY

575

570 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.07 SF STS

SHEET SEQUENCE:

OF 146

10+50.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 0

CUT= 2.5 CY

-5

CUT= 2.1 CY 5

565 WASHINGTON ST

0 5 10

20. 67' RT

20 25

570

565

560 560

555 555

CUT= 3.09 SF

550 FILL= 0.09 SF 550

11+50.00

FILL= 0.1 CY

570

565

560

555 555

CUT= 2.26 SF

550 550

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

560

SHEET 12 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

550 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

20. 68' RT

21. 05' RT

EL 560. 14

P. S. E.

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

NEW

EXI ST. ROW

NEW

560

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

FILL= 0.12 SF

TRA N SPO RTA TIO N

550

T. 636 537 5585

CUT= 3.49 SF DI SCLAI M ER OF RESPONSI BI LI TY

555

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

565

ROW PLANS

555

W ASHI NGTON ST STA. 11+ 25 TO STA. 11+ 75

T. S. C. L.

P. S. E. NEW

NEW

EXI ST. ROW

20. 92' RT

EL 561. 15

15. 68' RT EL 560. 17

570

RESURFACI NG

EL 561. 17

EL 560. 24

13. 37' RT

570

W ASHI NGTON STREET

WASHINGTON ST

T. S. C. L.

565 15

NEW

-5

15. 67' RT

CUT= 3.0 CY

EL 561. 24

T. S. C. L.

-10

-5

13. 31' RT

560

NEW

-15

-10

P. S. E.

-20

-15

NEW

-25 -20

EXI ST. ROW

-30 -25

20. 65' RT

-35 -30

EL 562. 09

-40 -35 OH

15. 65' RT

-45 -40

EL 562. 16

-50 -45 EL 560. 32

WASHINGTON ST

13. 34' RT

-50

EL 561. 31

565

EL 562. 14

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

11+75.00 FILL= 0.1 CY

570 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.03 SF STS

SHEET SEQUENCE:

OF 146

11+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 2.3 CY

-5

CUT= 2.9 CY 5

0 5

WASHINGTON ST

565

10 OH

560

NEW

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

20 25

560

555

550

FILL= 0.0 CY

565 565

560

555 555

CUT= 2.07 SF

550 FILL= 0.06 SF 550

12+25.00

FILL= 0.0 CY

565

555 555

CUT= 2.86 SF

550 550

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

565

560

SHEET 13 OF 111

565

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

12+50.00 T. 636 537 5585

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

NOT FOR CONSTRUCTION

DESCRI PTI ON

560

ROW PLANS

550 APP.

REVI SI ONS

FILL= 0.08 SF

authori zed by m y sealare

550 BY

CUT= 1.90 SF

docum entsi ntended to be

12+75.00 REV.DATE

555

Ihereby speci f y thatthe

555

DI SCLAI M ER OF RESPONSI BI LI TY

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

WASHINGTON ST

RESURFACI NG

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

EXI ST. ROW

20. 74' RT

EL 555. 75

15. 74' RT

EL 555. 67

565

W ASHI NGTON STREET

NEW

EXI ST. ROW

20. 73' RT

EL 556. 92

15. 73' RT

EL 556. 84

13. 14' RT

EL 555. 55

565

W ASHI NGTON ST STA. 12+ 00 TO STA. 12+ 75

WASHINGTON ST

NEW

EXI ST. ROW

CUT= 1.9 CY

20. 71' RT

0 OH

EL 558. 04

560

15. 71' RT

-5

EL 558. 12

WASHINGTON ST 13. 21' RT

CUT= 1.8 CY

P. S. E.

-10

T. S. C. L.

-15 -10

-5

NEW

-20 -15

-10

NEW

-25 -20

-15

EXI ST. ROW

-30 -25

-20

20. 70' RT

-35 -30

-25

EL 559. 13

-40 -35

-30

15. 70' RT

-45 -40 -35

EL 559. 20

-50 -45 -40

EL 556. 66

SAN

13. 16' RT

-50 -45

EL 557. 92

560

13. 21' RT

-50

EL 559. 15

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

555

CUT= 1.99 SF

FILL= 0.02 SF 550 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.02 SF STS

SHEET SEQUENCE:

OF 146

12+00.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15

-15 -10

-10 -5 0

CUT= 3.4 CY

-5

CUT= 1.7 CY 5

0 5

WASHINGTON ST SAN

560

WASHINGTON ST SAN

555

NEW

555

550 550

CUT= 5.58 SF

545 FILL= 0.08 SF 545

13+25.00

FILL= 0.1 CY

565 565

560

555 555

550 550

CUT= 1.71 SF

545 545

SHEET 14 OF 111

560

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

FILL= 0.0 CY

W ASHI NGTON ST CROSS SECTI ONS

545

F. 636 537 0275

550

Chest er f i el d,M i ssour i63017

555

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

560

l i mi ted to the desi gn aspectsof

13+50.00

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

TRA N SPO RTA TIO N

550

T. 636 537 5585

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

authori zed by m y sealare

545

NOT FOR CONSTRUCTION

DESCRI PTI ON

550

ROW PLANS

35 REVI SI ONS

FILL= 0.08 SF

APP.

CUT= 2.05 SF

docum entsi ntended to be

FILL= 0.1 CY BY

REV.DATE

555

Ihereby speci f y thatthe

545

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

T. S. C. L.

P. S. E.

EXI ST. ROW

20. 79' RT

EL 552. 91

560

RESURFACI NG

T. S. C. L.

24. 74' RT

550

W ASHI NGTON ST STA. 13+ 00 TO STA. 13+ 50

NEW

P. S. E.

EL 553. 61

NEW

T. S. C. L.

24. 74' RT

20. 78' RT

EL 553. 43

15. 79' RT

EL 552. 83

12. 97' RT

EL 552. 64

560

W ASHI NGTON STREET

560 20

EL 553. 74

P. S. E.

EXI ST. ROW

555

NEW

CUT= 0.7 CY

15. 78' RT

560

EXI ST. ROW

SAN

20. 78' RT

WASHINGTON ST

EL 553. 56

15. 78' RT

CUT= 3.0 CY

EL 553. 35

EL 553. 48

-5

12. 45' RT

-10

P. S. E.

-20

-15

NEW

-25

-20

EXI ST. ROW

-30

-25

20. 76' RT

-35

-30 OH

EL 554. 78

-40

-35

15. 76' RT

-45 -40

EL 554. 70

-50 -45

13. 13' RT

-50

12. 45' RT

SAN

EL 553. 14

555

EL 553. 24

WASHINGTON ST

EL 554. 45

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 5.47 SF

FILL= 0.10 SF 545

13+28.37 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.21 SF STS

SHEET SEQUENCE:

OF 146

13+00.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 SAN

CUT= 1.4 CY

-5

CUT= 4.1 CY 5

0 5 10

WASHINGTON ST

555 SAN

10 15

20 25

25 30

30 35

FILL= 0.1 CY

560 560

555

550 550

CUT= 9.80 SF

545 FILL= 0.13 SF 545

13+79.41

FILL= 0.0 CY

560 560

550 550

CUT= 6.78 SF

545 545

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

555

SHEET 15 OF 111

545

PU BLIC W O RK S

550

W ASHI NGTON ST CROSS SECTI ONS

555

F. 636 537 0275

560

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

FILL= 0.1 CY

Chest er f i el d,M i ssour i63017

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

560

TRA N SPO RTA TIO N

14+00.00 T. 636 537 5585

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

T. S. C. L.

NEW

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

P. S. E.

NEW

EXI ST. ROW

555

ROW PLANS

RESURFACI NG

30 BY

545

docum entsi ntended to be

14+25.00 REV.DATE

550

Ihereby speci f y thatthe

550

DI SCLAI M ER OF RESPONSI BI LI TY

21. 14' RT

560

W ASHI NGTON STREET

T. S. C. L.

P. S. E.

T. S. C. L.

NEW

EXI ST. ROW

EL 550. 50

20. 88' RT

EL 550. 41

15. 84' RT

14. 13' RT EL 550. 32

12. 47' RT EL 550. 29

560

W ASHI NGTON ST STA. 13+ 75 TO STA. 14+ 25

NEW

26. 47' RT

EL 551. 92

P. S. E.

T. S. C. L.

555

NEW

WASHINGTON ST

23. 59' RT

NEW

CUT= 4.4 CY

P. S. E.

SAN

EL 552. 03

555

NEW

20. 82' RT

FILL= 0.11 SF

EXI ST. ROW

WASHINGTON ST

EXI ST. ROW

-5

EL 551. 32

CUT= 2.9 CY

15. 82' RT

EL 551. 24

545

20. 81' RT

-10

-5

EL 551. 69

-15

-10

12. 92' RT

CUT= 4.54 SF

20. 81' RT

-20

-15

EL 551. 83

-25

-20

15. 81' RT

-30

-25

15. 81' RT

-35

-30

EL 551. 61

-40 -35

EL 551. 75

-45 -40

12. 45' RT

SAN

12. 45' RT

-50 -45

EL 550. 01

WASHINGTON ST

EL 551. 05

-50

EL 551. 41

555

EL 551. 55

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

550

CUT= 1.77 SF

FILL= 0.08 SF 545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.14 SF STS

SHEET SEQUENCE:

OF 146

13+75.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

CUT= 1.9 CY

CUT= 0.4 CY 5

WASHINGTON ST

555

0 5 10

SAN

WASHINGTON ST SAN

20 25

555

550 550

545 545

CUT= 1.36 SF

540 FILL= 0.12 SF 540

14+50.00

FILL= 0.1 CY

560 560

555

550 550

545 545

CUT= 3.34 SF

540 540

SHEET 16 OF 111

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

FILL= 0.0 CY

PU BLIC W O RK S

540

W ASHI NGTON ST CROSS SECTI ONS

545

F. 636 537 0275

545

Chest er f i el d,M i ssour i63017

550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

555

authori zed by m y sealare

15+25.00

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

TRA N SPO RTA TIO N

T. 636 537 5585

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

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

540

APP.

FILL= 0.00 SF

docum entsi ntended to be

FILL= 0.0 CY BY

545

ROW PLANS

REV.DATE

CUT= 2.41 SF

Ihereby speci f y thatthe

540

DI SCLAI M ER OF RESPONSI BI LI TY

21. 38' RT

NEW

P. S. E.

EXI ST. ROW

550

RESURFACI NG

P. S. E. EL 548. 57

NEW

20. 87' RT

EL 548. 45

15. 87' RT

EL 548. 37

13. 03' RT

555

W ASHI NGTON STREET

555 20. 88' RT

EL 548. 55

545

W ASHI NGTON ST STA. 14+ 28 TO STA. 15+ 25

21. 66' RT

T. S. C. L.

NEW

-5

10 OH

EL 548. 76

CUT= 1.2 CY

EXI ST. ROW

550

21. 35' RT

EL 548. 75

WASHINGTON ST

18. 85' RT

555

EL 548. 62

-5

15. 88' RT

CUT= 3.1 CY

24. 97' RT

-10

EL 550. 02

-15

-10

-5

P. S. E.

-20 -15

-10

EL 548. 49

550

NEW

-25 -20

-15 OH

EXI ST. ROW

-30 -25

-20

22. 03' RT

-35 -30

-25

EL 550. 00

-40 -35

-30

13. 15' RT

555

16. 74' RT

-45 -40

-35

EL 549. 96

-50 -45 -40

EL 548. 23

WASHINGTON ST

13. 19' RT

-50 -45

EL 548. 43

-50

EL 549. 76

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 4.23 SF

FILL= 0.06 SF 540

15+00.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.05 SF STS

SHEET SEQUENCE:

OF 146

14+27.63

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

550

CUT= 2.3 CY

-5

CUT= 2.3 CY 5

WASHINGTON ST

0 5 10

10 OH

555

550

15 OH

NEW

555 P. S. E.

20 25

540

FILL= 0.0 CY

555

550

545 545

CUT= 2.49 SF

540 FILL= 0.00 SF 540

15+75.00

FILL= 0.0 CY

555

545 545

CUT= 2.48 SF

540 540

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

545

550

SHEET 17 OF 111

550

PU BLIC W O RK S

555

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

16+00.00 T. 636 537 5585

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

T. S. C. L.

26. 29' RT

NOT FOR CONSTRUCTION

DESCRI PTI ON

NEW

P. S. E.

EL 547. 37

NEW

550

ROW PLANS

authori zed by m y sealare

540 APP.

REVI SI ONS

FILL= 0.00 SF

RESURFACI NG

540 BY

CUT= 11.77 SF

docum entsi ntended to be

16+25.00 REV.DATE

545

Ihereby speci f y thatthe

545

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

P. S. E.

EXI ST. ROW

20. 88' RT

EL 547. 50

15. 88' RT

EL 547. 42

555

W ASHI NGTON STREET

NEW

EXI ST. ROW

20. 88' RT

EL 547. 72

15. 86' RT

EL 547. 65

12. 35' RT

555

W ASHI NGTON ST STA. 15+ 50 TO STA. 16+ 25

T. S. C. L.

NEW

T. S. C. L.

-5

NEW

WASHINGTON ST

13. 01' RT

555

EXI ST. ROW

CUT= 2.4 CY

20. 87' RT

0 OH

EL 547. 94

550

15. 87' RT

-5

EL 547. 87

WASHINGTON ST

13. 00' RT

CUT= 6.7 CY

P. S. E.

-10

NEW

-15 -10

-5

EXI ST. ROW

-20 -15

-10

21. 04' RT

-25 -20

-15

EL 548. 22

-30 -25

-20

20. 87' RT

-35 -30

-25 OH

EL 548. 16

-40 -35

-30

15. 87' RT

-45 -40 -35

EL 547. 30

550

EL 548. 08

-50 -45 -40

EL 547. 62

WASHINGTON ST

12. 98' RT

-50 -45

EL 547. 83

-50

EL 548. 04

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

545

CUT= 2.61 SF

FILL= 0.00 SF 540 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

15+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

CUT= 4.4 CY

CUT= 4.6 CY 5

WASHINGTON ST

550 OH

0 5 10

10 OH

T. S. C. L.

P. S. E.

25 30

30 35

35 40

FILL= 0.0 CY

555 555

550

545 545

CUT= 4.47 SF

540 FILL= 0.09 SF 540

16+50.00

FILL= 0.0 CY

555 555

545 545

FILL= 0.00 SF

540 540

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

540

550

SHEET 18 OF 111

545

PU BLIC W O RK S

550

W ASHI NGTON ST CROSS SECTI ONS

555

F. 636 537 0275

555

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

l i mi ted to the desi gn aspectsof

TRA N SPO RTA TIO N

16+74.13 T. 636 537 5585

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

T. S. C. L.

NOT FOR CONSTRUCTION

DESCRI PTI ON

NEW

25. 87' RT

550

ROW PLANS

540 APP.

REVI SI ONS

FILL= 0.00 SF

authori zed by m y sealare

30 BY

CUT= 10.88 SF

docum entsi ntended to be

16+75.00 REV.DATE

545

Ihereby speci f y thatthe

540

DI SCLAI M ER OF RESPONSI BI LI TY

545

RESURFACI NG

T. S. C. L.

25. 87' RT

P. S. E.

EL 547. 08

NEW

EXI ST. ROW

20. 88' RT

EL 547. 16

15. 88' RT

EL 547. 08

555

W ASHI NGTON STREET

NEW

P. S. E.

EL 547. 08

NEW

EXI ST. ROW

20. 88' RT

EL 547. 16

15. 88' RT

EL 547. 08

12. 25' RT

555

W ASHI NGTON ST STA. 16+ 36 TO STA. 16+ 75

NEW

EXI ST. ROW

21. 09' RT

20. 88' RT EL 547. 28

T. S. C. L.

550 20

NEW

WASHINGTON ST

26. 26' RT

-5

EL 547. 21

CUT= 6.9 CY

15. 88' RT

550

13. 34' RT

EL 547. 13

WASHINGTON ST 12. 21' RT

CUT= 0.4 CY

12. 44' RT EL 547. 11

EL 547. 27

-10

-5

P. S. E.

-15

-10

NEW

-20

-15

EXI ST. ROW

-25

-20

20. 88' RT

-30

-25

EL 547. 37

-35

-30 OH

15. 88' RT

-40 -35

EL 546. 91

550

EL 547. 29

-45 -40

EL 546. 93

WASHINGTON ST

12. 32' RT

-50 -45

EL 547. 06

-50

EL 547. 17

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

545

CUT= 10.92 SF

FILL= 0.00 SF 540 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

CUT= 11.84 SF GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

16+35.50

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 1.9 CY

-5

CUT= 6.0 CY 5

0 5

550

WASHINGTON ST

550

10 OH

15 20

T. S. C. L.

20 25

FILL= 0.0 CY

555 555

550

545 545

CUT= 2.13 SF

540 FILL= 0.03 SF 540

17+25.00

FILL= 0.0 CY

555 555

545 545

CUT= 2.06 SF

540 540

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

540

550

SHEET 19 OF 111

545

PU BLIC W O RK S

550

W ASHI NGTON ST CROSS SECTI ONS

555

F. 636 537 0275

555

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.1 CY

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

17+37.90 T. 636 537 5585

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

NOT FOR CONSTRUCTION

DESCRI PTI ON

T. S. C. L.

P. S. E.

550

ROW PLANS

authori zed by m y sealare

540 APP.

REVI SI ONS

FILL= 0.40 SF

RESURFACI NG

540 BY

CUT= 2.33 SF

docum entsi ntended to be

17+50.00 REV.DATE

545

Ihereby speci f y thatthe

545

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

36. 49' RT

NEW

EXI ST. ROW

21. 18' RT

EL 546. 79

20. 88' RT

EL 546. 89

555

W ASHI NGTON STREET

NEW

P. S. E.

EL 545. 81

NEW

EXI ST. ROW

20. 88' RT

EL 546. 74

15. 88' RT

EL 546. 66

15. 88' RT

12. 86' RT EL 546. 81

EL 546. 60

555

W ASHI NGTON ST STA. 17+ 00 TO STA. 17+ 50

NEW

P. S. E.

NEW

T. S. C. L.

WASHINGTON ST

EXI ST. ROW

CUT= 4.6 CY

20. 88' RT

550

EL 546. 99

WASHINGTON ST

15. 88' RT

EL 546. 91

CUT= 4.4 CY

12. 99' RT

NEW

-10

-5

P. S. E.

-15

-10

NEW

-20

-15

EXI ST. ROW

-25

-20

20. 88' RT

-30

-25

EL 547. 17

-35

-30 OH

15. 88' RT

-40 -35

12. 36' RT

550

EL 547. 09

-45 -40

EL 546. 41

WASHINGTON ST

12. 88' RT

-50 -45

EL 546. 69

-50

EL 546. 93

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

545

CUT= 17.29 SF

FILL= 0.06 SF 540 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.02 SF STS

SHEET SEQUENCE:

OF 146

17+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

WASHINGTON ST OH

CUT= 2.0 CY

-5

CUT= 1.9 CY 5

0 5 10

WASHINGTON ST

550

STM

CUT= 1.80 SF

FILL= 0.18 SF

OH STM

T. S. C. L.

20 25

560 560

555 555

550

545 545

CUT= 2.60 SF

540 FILL= 0.00 SF 540

18+00.00

FILL= 0.1 CY

555 555

550

545 545

540 540

SHEET 20 OF 111

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

FILL= 0.0 CY

PU BLIC W O RK S

540

W ASHI NGTON ST CROSS SECTI ONS

545

F. 636 537 0275

545

Chest er f i el d,M i ssour i63017

550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

555

l i mi ted to the desi gn aspectsof

555

authori zed by m y sealare

18+75.00

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

TRA N SPO RTA TIO N

T. 636 537 5585

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

NOT FOR CONSTRUCTION

DESCRI PTI ON

545

ROW PLANS

30 REVI SI ONS

540

APP.

FILL= 0.00 SF

docum entsi ntended to be

FILL= 0.0 CY BY

REV.DATE

CUT= 4.53 SF

RESURFACI NG

NEW

P. S. E.

EXI ST. ROW

T. S. C. L.

NEW

550

Ihereby speci f y thatthe

540

DI SCLAI M ER OF RESPONSI BI LI TY

22. 46' RT

EL 546. 96

545

W ASHI NGTON ST STA. 17+ 75 TO STA. 18+ 75

NEW

21. 52' RT

20. 88' RT

EL 547. 88

555

W ASHI NGTON STREET

T. S. C. L.

NEW

-5

P. S. E.

CUT= 1.1 CY

NEW

P. S. E.

-10

-5 STM OH EL 547. 00

WASHINGTON ST

EXI ST. ROW

SAN

21. 12' RT

NEW

-15

-10

EXI ST. ROW

-20 -15

20. 87' RT

CUT= 2.6 CY

EL 547. 04

SAN

20. 87' RT

-25 -20

EL 546. 96

-25

-5

15. 87' RT

550 -10

EL 546. 88

STM

-15 13. 07' RT

555

21. 09' RT

-30

-20

EL 546. 90

-35 -30

-25

EL 546. 97

-40 -35

-30

15. 87' RT

-45 -40

-35

EL 546. 90

-50 -45 -40

12. 94' RT

550

12. 95' RT

-50 -45

EL 547. 71

WASHINGTON ST

EL 546. 96

-50

EL 546. 61

550 EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 1.02 SF

FILL= 0.00 SF 540

18+50.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

17+75.00

FILL= 0.3 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001-020_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 0

CUT= 2.3 CY

-5

CUT= 3.3 CY 5

555

WASHINGTON ST

550

0 5 10

WASHINGTON ST

550 SAN

SAN

CUT= 2.70 SF

FILL= 0.01 SF

NEW

20 25

545

540

FILL= 0.1 CY

555 555

550

545 545

CUT= 2.37 SF

540 FILL= 0.01 SF 540

19+25.00

FILL= 0.0 CY

555

545 545

540 540

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

550

SHEET 21 OF 111

555

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.1 CY

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

19+50.00 T. 636 537 5585

540

DESCRI PTI ON

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

NEW NEW

NOT FOR CONSTRUCTION

APP.

REVI SI ONS

FILL= 0.05 SF

authori zed by m y sealare

25 BY

CUT= 2.09 SF

docum entsi ntended to be

19+75.00 REV.DATE

545

Ihereby speci f y thatthe

540

DI SCLAI M ER OF RESPONSI BI LI TY

545

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

550

ROW PLANS

T. S. C. L.

P. S. E.

555

RESURFACI NG

NEW

EXI ST. ROW

21. 16' RT

20. 87' RT EL 548. 92

EL 548. 83

560

W ASHI NGTON STREET

20. 87' RT

EL 548. 53

15. 87' RT

EL 548. 45

15. 87' RT

12. 96' RT EL 548. 75

560

W ASHI NGTON ST STA. 19+ 00 TO STA. 19+ 75

T. S. C. L.

P. S. E.

T. S. C. L.

-5

NEW

CUT= 1.9 CY

EXI ST. ROW

550

EXI ST. ROW

20. 87' RT

SAN

EL 548. 31

WASHINGTON ST

15. 87' RT

555

EL 548. 24

-5

12. 97' RT

CUT= 1.8 CY

NEW

-10

P. S. E.

-15 -10

-5

NEW

-20 -15

-10

EXI ST. ROW

-25 -20

-15

EL 548. 41

SAN

21. 34' RT

-30 -25

-20

EL 547. 88

-35 -30

-25

20. 87' RT

-40 -35

-30 OH

EL 548. 09

-45 -40 -35

15. 87' RT

-50 -45 -40

EL 548. 01

-50 -45

12. 96' RT

550

EL 548. 19

WASHINGTON ST EL 548. 67

555

12. 96' RT

-50

EL 547. 99

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

545

CUT= 1.82 SF

FILL= 0.21 SF 540 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

19+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5

CUT= 2.7 CY 5

0 5 10

555 WASHINGTON ST

SAN

550

15 20

NEW

20 25

FILL= 0.0 CY

555

550

545 545

CUT= 5.03 SF

540 FILL= 0.10 SF 540

20+11.50

FILL= 0.0 CY

555

545 545

CUT= 3.82 SF

540 540

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

540

550

SHEET 22 OF 111

545

PU BLIC W O RK S

550

W ASHI NGTON ST CROSS SECTI ONS

555

F. 636 537 0275

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

T. 636 537 5585

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

540

ROW PLANS

FILL= 0.00 SF

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

CUT= 2.20 SF APP.

545

authori zed by m y sealare

540 BY

545

docum entsi ntended to be

20+50.00 REV.DATE

550

Ihereby speci f y thatthe

550

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

T. S. C. L.

P. S. E.

555

RESURFACI NG

T. S. C. L.

P. S. E.

EXI ST. ROW

20. 88' RT

EL 549. 82

15. 88' RT

EL 549. 74

560

W ASHI NGTON STREET

20+25.00

T. S. C. L.

25. 87' RT

NEW

EL 549. 06

P. S. E.

EXI ST. ROW

21. 16' RT

20. 88' RT EL 549. 49

12. 89' RT

EL 549. 79

560

W ASHI NGTON ST STA. 20+ 00 TO STA. 20+ 50

T. S. C. L.

0 SAN

NEW

550

NEW

WASHINGTON ST

P. S. E.

555

NEW

CUT= 1.9 CY

EXI ST. ROW

CUT= 1.9 CY

SAN

EXI ST. ROW

WASHINGTON ST

20. 87' RT

21. 21' RT

-5

EL 549. 40

CUT= 2.2 CY

15. 88' RT

EL 549. 12

-10

-5

EL 549. 13

-15

-10

20. 88' RT

-20

-15 OH

EL 549. 02

-25

-20

15. 87' RT

-30

-25

15. 87' RT

-35

-30

EL 548. 95

-40 -35

EL 549. 32

SAN

13. 00' RT

WASHINGTON ST

EL 549. 05

555 EL 549. 32

555

13. 08' RT

-45 -40

EL 548. 96

-50 -45

12. 46' RT

-50

EL 548. 77

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

545

CUT= 2.55 SF

FILL= 0.00 SF 540 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.13 SF STS

SHEET SEQUENCE:

OF 146

20+00.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

555 WASHINGTON ST

-5 0

CUT= 3.3 CY 5 10

SAN OH

NEW

P. S. E.

555

550 550

545 545

CUT= 5.35 SF FILL= 0.11 SF

540 540

20+85.90

FILL= 0.0 CY

560 560

555

550 550

545 545

CUT= 5.02 SF

540 540

SHEET 23 OF 111

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

560

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

540

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

FILL= 0.15 SF

TRA N SPO RTA TIO N

T. 636 537 5585

CUT= 4.01 SF

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

540 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

APP.

DESCRI PTI ON

REVI SI ONS

T. S. C. L.

P. S. E.

NOT FOR CONSTRUCTION

REV.DATE

550

Ihereby speci f y thatthe

NEW

EXI ST. ROW

20. 88' RT

EL 550. 59

15. 88' RT

EL 550. 51

555

ROW PLANS

545 DI SCLAI M ER OF RESPONSI BI LI TY

13. 04' RT

EL 550. 57

560

RESURFACI NG

21. 37' RT

550

W ASHI NGTON STREET

T. S. C. L.

25. 87' RT

EL 550. 13

NEW

EXI ST. ROW

12. 35' RT

560

W ASHI NGTON ST STA. 20+ 75 TO STA. 21+ 00

T. S. C. L.

CUT= 2.1 CY 5

NEW

SAN

P. S. E.

555

NEW

WASHINGTON ST

21. 38' RT

EL 550. 60

545

EXI ST. ROW

CUT= 2.4 CY

20. 87' RT

EL 550. 17

-5

EL 550. 08

-10

15. 88' RT

-15

20. 88' RT

-20

EL 550. 10

-25 OH

EL 549. 91

-30

15. 87' RT

-35 SAN

EL 549. 84

-40 EL 550. 29

WASHINGTON ST

12. 39' RT

-45

EL 550. 03

555

12. 43' RT

-50

EL 549. 84

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

21+00.00 FILL= 0.1 CY

560 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.10 SF STS

SHEET SEQUENCE:

OF 146

20+75.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

-10

555 -5 0

CUT= 2.7 CY

-5

CUT= 2.7 CY 5

0 5

WASHINGTON ST

555

WASHINGTON ST

SAN

CUT= 3.91 SF

545 FILL= 0.00 SF

15 20

T. S. C. L.

P. S. E.

20 25

560 560

555

550 550

545

21+50.00

FILL= 0.0 CY

560 560

555

550 550

545 545

CUT= 1.90 SF

540 540

SHEET 24 OF 111

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

FILL= 0.0 CY

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

540

T. 636 537 5585

545

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

545

ROW PLANS

20 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

555

Ihereby speci f y thatthe

T. S. C. L.

P. S. E.

560

RESURFACI NG

550

W ASHI NGTON STREET

550

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

EXI ST. ROW

20. 87' RT

EL 551. 31

15. 36' RT

EL 551. 25

13. 95' RT

EL 551. 35

560

W ASHI NGTON ST STA. 21+ 25 TO STA. 21+ 75

NEW

EXI ST. ROW

21. 37' RT

20. 87' RT

CUT= 3.8 CY

EL 551. 32

EL 551. 35

-5

T. S. C. L.

-15

-10

NEW

-20 -15

P. S. E.

-25 -20

NEW

-30 -25

EXI ST. ROW

-35 -30

20. 88' RT

-40 -35 OH

EL 551. 18

SAN

15. 88' RT

-45 -40

12. 94' RT

WASHINGTON ST

EL 551. 10

-50 -45

EL 551. 11

555

12. 93' RT

-50

EL 550. 84

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 4.37 SF

FILL= 0.00 SF 540

21+75.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

21+25.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 WASHINGTON ST

555

CUT= 3.2 CY

-5

CUT= 1.4 CY 5

0 5 10

SAN OH

10 15

WASHINGTON ST

555 SAN OH

CUT= 4.26 SF

FILL= 0.00 SF

545

15 20

T. S. C. L.

P. S. E.

20 25

545

22+75.00 FILL= 0.0 CY

560 560

555

550 550

CUT= 2.70 SF

545 FILL= 0.02 SF 545

22+50.00

FILL= 0.0 CY

560 560

550 550

545

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

550

555

SHEET 25 OF 111

555

PU BLIC W O RK S

560

W ASHI NGTON ST CROSS SECTI ONS

560

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

T. 636 537 5585

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

25 T. S. C. L.

30. 36' RT

NOT FOR CONSTRUCTION

DESCRI PTI ON

NEW

P. S. E.

EL 551. 77

NEW

555

ROW PLANS

545 APP.

REVI SI ONS

FILL= 0.10 SF

authori zed by m y sealare

20 BY

CUT= 8.08 SF

docum entsi ntended to be

22+88.22 REV.DATE

550

Ihereby speci f y thatthe

545

DI SCLAI M ER OF RESPONSI BI LI TY

550

RESURFACI NG

T. S. C. L.

P. S. E.

EXI ST. ROW

20. 63' RT

EL 551. 63

15. 63' RT

EL 551. 55

560

W ASHI NGTON STREET

NEW

EXI ST. ROW

20. 63' RT

EL 551. 84

15. 63' RT

EL 551. 76

12. 23' RT

560

W ASHI NGTON ST STA. 22+ 25 TO STA. 22+ 88

NEW

EXI ST. ROW

T. S. C. L.

-5

20. 63' RT

CUT= 2.1 CY

EL 551. 68

NEW

-10

-5

P. S. E.

-15 -10

NEW

-20 -15

EXI ST. ROW

-25 -20 OH

20. 88' RT

-30 -25

20. 63' RT

-35 -30

EL 551. 43

-40 -35 SAN

EL 551. 35

555

15. 63' RT

-45 -40 10

15. 62' RT

WASHINGTON ST

EL 551. 60

SAN

14. 79' RT EL 551. 27

-50 -45

EL 551. 32

-50 5

12. 98' RT

555

EL 551. 34

WASHINGTON ST

12. 84' RT

CUT= 2.4 CY

EL 551. 14

EL 551. 56

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

550

CUT= 1.90 SF

FILL= 0.04 SF 545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

22+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 2.0 CY

-5

CUT= 2.2 CY 5

WASHINGTON ST

555

0 5 10

WASHINGTON ST

555 SAN

SAN

15 20

T. S. C. L.

20 25

23+39.49 FILL= 0.0 CY

560 560

555

550 550

CUT= 3.07 SF

545 FILL= 0.21 SF 545

23+25.00

FILL= 0.1 CY

560 560

550 550

CUT= 2.02 SF

545 545

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

545

555

SHEET 26 OF 111

550

PU BLIC W O RK S

555

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

560

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.1 CY

Chest er f i el d,M i ssour i63017

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

560

TRA N SPO RTA TIO N

T. 636 537 5585

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

NOT FOR CONSTRUCTION

DESCRI PTI ON

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

555

ROW PLANS

authori zed by m y sealare

545 APP.

REVI SI ONS

FILL= 0.21 SF

RESURFACI NG

545 BY

CUT= 3.07 SF

docum entsi ntended to be

23+50.00 REV.DATE

550

Ihereby speci f y thatthe

550

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

28. 24' RT

NEW

EXI ST. ROW

20. 63' RT

EL 552. 33

560

W ASHI NGTON STREET

NEW

P. S. E.

EL 552. 23

NEW

EXI ST. ROW

20. 63' RT

EL 552. 01

EL 552. 25 15. 63' RT

12. 89' RT

EL 552. 09

560

W ASHI NGTON ST STA. 23+ 00 TO STA. 23+ 50

NEW

P. S. E.

NEW

20. 63' RT

15. 63' RT

EL 551. 93

EXI ST. ROW

CUT= 2.5 CY

SAN

EL 552. 07

555

15. 63' RT

EL 551. 99

WASHINGTON ST 12. 23' RT

CUT= 2.0 CY

12. 89' RT

T. S. C. L.

-10

-5

NEW

-15

-10

P. S. E.

-20

-15

NEW

-25

-20

EXI ST. ROW

-30

-25 OH

20. 63' RT

-35

-30 SAN

EL 551. 92

-40 -35

EL 551. 73

555

15. 62' RT

-45 -40

EL 551. 97

WASHINGTON ST

EL 551. 84

-50 -45

12. 85' RT

-50

EL 551. 78

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

550

CUT= 7.10 SF

FILL= 0.13 SF 545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.02 SF STS

SHEET SEQUENCE:

OF 146

23+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 555

-5

CUT= 2.3 CY SAN

CUT= 2.1 CY 5

0 5 10

560

WASHINGTON ST

555

SAN OH

15 20

20 25

24+00.00 FILL= 0.0 CY

560 560

555

550 550

CUT= 5.80 SF

545 FILL= 0.13 SF 545

23+89.72

FILL= 0.1 CY

560

550 550

CUT= 1.84 SF

545 545

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

555

SHEET 27 OF 111

PU BLIC W O RK S

545

W ASHI NGTON ST CROSS SECTI ONS

550

F. 636 537 0275

555 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.1 CY

Chest er f i el d,M i ssour i63017

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

560

TRA N SPO RTA TIO N

T. 636 537 5585

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

20. 63' RT

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

NOT FOR CONSTRUCTION

DESCRI PTI ON

NEW

EXI ST. ROW

555

ROW PLANS

authori zed by m y sealare

545 APP.

REVI SI ONS

FILL= 0.09 SF

RESURFACI NG

30 BY

CUT= 1.96 SF

docum entsi ntended to be

24+25.00 REV.DATE

550

Ihereby speci f y thatthe

545

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

P. S. E.

550

W ASHI NGTON ST STA. 23+ 75 TO STA. 24+ 25

NEW

27. 17' RT

EL 552. 42

20. 63' RT

EXI ST. ROW

EL 552. 90

15. 63' RT

EL 552. 82

12. 87' RT

EL 552. 62

560

W ASHI NGTON STREET

T. S. C. L.

WASHINGTON ST

NEW

P. S. E.

CUT= 1.6 CY

NEW

0 SAN

P. S. E.

WASHINGTON ST

NEW

560

EXI ST. ROW

555 15

20. 63' RT

-5

EL 552. 67

CUT= 2.2 CY

15. 63' RT

EXI ST. ROW

-10

-5

20. 63' RT

-15

-10

EL 552. 43

-20

-15 OH

EL 552. 48

-25

-20

EL 552. 60

SAN

15. 63' RT

-30

-25

EL 552. 36

-35

-30

12. 82' RT

WASHINGTON ST

15. 63' RT

-40 -35

EL 552. 41

-45 -40

EL 552. 39

560

12. 33' RT

555

12. 86' RT

-50 -45

EL 552. 09

-50

EL 552. 27

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

550

CUT= 2.81 SF

FILL= 0.09 SF 545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.12 SF STS

SHEET SEQUENCE:

OF 146

23+75.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

555

CUT= 2.6 CY

CUT= 2.4 CY 5

560

WASHINGTON ST

555

0 5 10

SAN

OH OH

550

CUT= 2.51 SF

20 25

30 35

FILL= 0.0 CY

560

555

550

545 FILL= 0.00 SF 545

24+50.00

FILL= 0.0 CY

560

555

550 550

CUT= 8.56 SF

545 545

SHEET 28 OF 111

24+75.00

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

W ASHI NGTON ST CROSS SECTI ONS

45 F. 636 537 0275

545 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

555

TRA N SPO RTA TIO N

560

T. 636 537 5585

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

20. 63' RT

EL 553. 51

NEW NEW

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

15. 63' RT

EL 553. 43

12. 80' RT

EL 553. 43

T. S. C. L.

P. S. E.

EXI ST. ROW

555

ROW PLANS

35 APP.

545

authori zed by m y sealare

30 BY

FILL= 0.03 SF

docum entsi ntended to be

25+00.00 REV.DATE

CUT= 2.50 SF

Ihereby speci f y thatthe

545

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

P. S. E.

550

RESURFACI NG

560

W ASHI NGTON STREET

NEW

EXI ST. ROW

20. 63' RT

EL 553. 34

15. 63' RT

EL 553. 27

550

W ASHI NGTON ST STA. 24+ 38 TO STA. 25+ 00

T. S. C. L.

WASHINGTON ST

NEW

-5

NEW

FILL= 0.00 SF

P. S. E.

CUT= 2.39 SF

NEW

560 OH

20. 82' RT

SAN

EXI ST. ROW

550 EL 553. 41

555

20. 98' RT

CUT= 2.3 CY

20. 63' RT

EL 553. 16

WASHINGTON ST

EL 553. 06

560

15. 63' RT

-5

EL 552. 97

CUT= 2.3 CY

28. 30' RT

-10

EL 552. 73

-15 -10

-5

P. S. E.

-20 -15

-10

NEW

-25 -20

-15

12. 69' RT

555

EXI ST. ROW

-30 -25

-20

20. 63' RT

-35 -30

-25 OH

EL 552. 63

-40 -35

-30

15. 63' RT

-45 -40 -35

SAN

EL 552. 56

-50 -45 -40

EL 553. 19

WASHINGTON ST

12. 81' RT

-50 -45

EL 552. 92

560

12. 31' RT

-50

EL 552. 41

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

550

545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.10 SF STS

SHEET SEQUENCE:

OF 146

24+37.53

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

560

555 EXI ST. ROW

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 3.6 CY

-5

CUT= 2.1 CY 5

0 5

STM

WASHINGTON ST

STM

WASHINGTON ST

SAN

10 15

15 OH

20. 62' RT

21. 13' RT

EL 554. 13

20 25

FILL= 0.0 CY

560

555 OH

555

550 550

CUT= 5.72 SF

545 FILL= 0.00 SF 545

25+50.00

FILL= 0.0 CY

560

555

550 550

CUT= 2.09 SF

545 545

SHEET 29 OF 111

26+00.00

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

W ASHI NGTON ST CROSS SECTI ONS

45 F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

25 T. 636 537 5585

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

NEW NEW

EXI ST. ROW

20. 62' RT

EL 554. 87

15. 62' RT

EL 554. 79

12. 94' RT

EL 554. 57

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

555

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

555

ROW PLANS

12. 15' LT

EL 554. 48

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

565

RESURFACI NG

560

W ASHI NGTON STREET

21. 12' RT

EL 554. 94

16. 15' LT

EL 554. 18

25. 00' LT

EL 555. 25

30. 00' LT

EL 555. 32

30. 50' LT

EL 555. 49

565

W ASHI NGTON ST STA. 25+ 25 TO STA. 26+ 00

EL 554. 04

18. 57' RT

CUT= 4.7 CY

T. S. C. L.

-10

0 OH

NEW

-15 -5

P. S. E.

-20 -10

NEW

-25 -15

EL 554. 01

-20

EXI ST. ROW

24. 80' LT

EL 554. 27

25. 00' LT

EL 554. 21

550

20. 63' RT

-30 -25

EL 553. 94

-35 -30

15. 63' RT

-40 -35 SAN

EL 553. 86

-45 -40 STM

WASHINGTON ST

12. 79' RT

-50 -45

30. 00' LT

-50 STM

EL 553. 75

560 EL 554. 28

560 EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

550

CUT= 10.94 SF

FILL= 0.03 SF 545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.05 SF STS

SHEET SEQUENCE:

OF 146

25+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

560

-50 -45 -40 -35 -30 STM

-25 -20 -15 -10 CUT= 5.1 CY

-5

CUT= 8.1 CY 5

0 5 10

WASHINGTON ST

10 15

SAN OH

20 25

560

555 555

CUT= 4.56 SF

550 FILL= 0.06 SF 550

26+50.00

FILL= 0.0 CY

565 565

560

555 555

550 550

CUT= 6.54 SF

545 545

SHEET 30 OF 111

565

PU BLIC W O RK S

565

W ASHI NGTON ST CROSS SECTI ONS

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

FILL= 0.1 CY

F. 636 537 0275

550

Chest er f i el d,M i ssour i63017

555

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

555

TRA N SPO RTA TIO N

560

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

565 l i mi ted to the desi gn aspectsof

26+75.00

T. 636 537 5585

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

authori zed by m y sealare

NOT FOR CONSTRUCTION

555

ROW PLANS

40 DESCRI PTI ON

550

RESURFACI NG

35 REVI SI ONS

FILL= 0.72 SF

APP.

CUT= 7.33 SF

docum entsi ntended to be

FILL= 0.0 CY BY

550

REV.DATE

15. 63' RT

EL 556. 18

12. 31' RT

EL 555. 91

NEW

P. S. E.

T. S. C. L.

27. 15' RT

EL 556. 63

NEW

EXI ST. ROW

20. 63' RT

EL 556. 25

560

Ihereby speci f y thatthe

T. S. C. L.

12. 28' LT

EL 556. 15

24. 81' LT

EL 556. 83

565

W ASHI NGTON STREET

25 27. 15' RT

555

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

P. S. E.

EL 556. 55

NEW

EXI ST. ROW

20. 63' RT

EL 556. 18

29. 81' LT

EL 556. 91

31. 29' LT

EL 556. 95

EXI ST. ROW

565

W ASHI NGTON ST STA. 26+ 25 TO STA. 26+ 75

T. S. C. L.

P. S. E.

15. 63' RT

EL 556. 10

12. 31' RT

NEW

EXI ST. ROW

SAN

T. S. C. L.

NEW

-5

10 OH

P. S. E.

WASHINGTON ST

20. 66' RT

CUT= 4.5 CY

EL 555. 85

15. 63' RT

-5

EL 555. 78

SAN EL 555. 86

WASHINGTON ST

12. 90' RT

12. 27' LT

CUT= 0.6 CY

NEW

-10

EL 555. 59

-10

-5

EXI ST. ROW

12. 19' LT

EL 556. 09

24. 81' LT

EL 555. 32

-10 OH

20. 63' RT

-15

SAN

EL 555. 38

-20 -15

WASHINGTON ST

12. 93' RT

-25 -20

-15

EL 555. 06

-30 EL 555. 54

-25

-20

12. 17' LT

STM 24. 87' LT

-30

EL 556. 27

29. 81' LT

EL 556. 83

-25

EL 554. 97

29. 87' LT

29. 98' LT

-30

24. 93' LT

-35 EL 556. 34

-35

STM

EL 555. 76

-40 EL 556. 78

560

29. 93' LT

-45 -40

-35

EL 555. 83

-50 -45 -40

30. 10' LT

-50 -45

EL 556. 42

565 EXI ST. ROW

-50

30. 10' LT

560 EXI ST. ROW

560

EL 555. 89

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 6.20 SF

FILL= 0.14 SF 550

26+72.60 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

26+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

560

-50 -45 -40 -35 -30 STM

-25 -20 -15 -10 WASHINGTON ST

-5 0

CUT= 4.5 CY 5 10

SAN OH

15. 63' RT

EL 557. 68

NEW

565

560

555 555

CUT= 8.45 SF

550 FILL= 1.53 SF 550

27+25.00

FILL= 2.0 CY

565 565

560

555 555

CUT= 2.35 SF

550 550

SHEET 31 OF 111

570

PU BLIC W O RK S

570

W ASHI NGTON ST CROSS SECTI ONS

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

FILL= 0.4 CY

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

550

T. 636 537 5585

555

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

555 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

27. 90' RT

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

565

ROW PLANS

NEW

P. S. E.

EL 558. 33

NEW

EXI ST. ROW

20. 62' RT

EL 557. 92

15. 63' RT

EL 557. 84

12. 30' RT

EL 557. 57

570

RESURFACI NG

30 560

W ASHI NGTON STREET

12. 24' LT

EL 557. 85

24. 68' LT

EL 558. 56

29. 68' LT

EL 558. 64

30. 66' LT

EL 558. 65

EXI ST. ROW

570

W ASHI NGTON ST STA. 27+ 00 TO STA. 27+ 30

T. S. C. L.

27. 90' RT

EL 558. 12

P. S. E.

EXI ST. ROW

20. 62' RT

EL 557. 76

T. S. C. L.

CUT= 5.0 CY 5

NEW

SAN

P. S. E.

WASHINGTON ST

NEW

EXI ST. ROW

-5

12. 31' RT

CUT= 1.4 CY

EL 557. 39

20. 63' RT

-10

-5 OH

EL 557. 06

-15

SAN

15. 63' RT

12. 22' LT

EL 557. 67

560 -10

EL 556. 99

-20 -15

WASHINGTON ST

12. 90' RT

-25 -20

EL 556. 85

-30 24. 69' LT

560

12. 22' LT

STM EL 558. 39

29. 69' LT

EL 558. 47

-25

EL 556. 88

-35 30. 49' LT

EL 558. 48

-30

24. 75' LT

-40 -35

EL 557. 61

-45 -40

29. 75' LT

-50 -45

EL 557. 69

-50

33. 41' LT

565 EXI ST. ROW

565

EL 557. 95

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 5.86 SF

FILL= 2.53 SF 550

27+30.47 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 2.80 SF STS

SHEET SEQUENCE:

OF 146

27+00.00

FILL= 1.6 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

565

-50 -45 -40 -35 -30 STM

-25 -20 -15 -10 -5 0

CUT= 4.2 CY 5

WASHINGTON ST

10 SAN OH

560

15 20

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

NEW NEW

EXI ST. ROW

20. 62' RT

20 25

565

560 560

555 555

CUT= 4.10 SF

FILL= 0.56 SF

550 550

27+59.06

FILL= 0.5 CY

570 570

565

555 555

CUT= 5.72 SF

550 550

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

570

560

SHEET 32 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

550

TRA N SPO RTA TIO N

FILL= 1.85 SF

T. 636 537 5585

CUT= 4.25 SF

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

550 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

NEW

REV.DATE

560

ROW PLANS

565

Ihereby speci f y thatthe

P. S. E.

NEW

EXI ST. ROW

20. 16' RT

EL 559. 72

15. 16' RT

EL 559. 65

12. 81' RT

EL 559. 55

570

RESURFACI NG

555 DI SCLAI M ER OF RESPONSI BI LI TY

560

W ASHI NGTON STREET

20. 52' RT

EL 559. 75

12. 29' LT

570

W ASHI NGTON ST STA. 27+ 50 TO STA. 27+ 75

T. S. C. L.

NEW

P. S. E.

NEW

CUT= 1.6 CY 5

EXI ST. ROW

EL 559. 11

555

20. 63' RT

WASHINGTON ST

EL 558. 74

-5

15. 62' RT

CUT= 2.5 CY

EL 559. 04

24. 57' LT

EL 560. 09

EL 559. 40

SAN

15. 63' RT

-10

EL 558. 66

-15

-5

12. 72' RT

-10

EL 558. 89

29. 57' LT

EL 560. 17

29. 95' LT

EL 560. 29

EXI ST. ROW

WASHINGTON ST

12. 76' RT

11. 66' LT

EL 558. 59

24. 61' LT

-15

EL 558. 57

-20

11. 78' LT

-25

EL 558. 38

-30 -20

16. 04' LT

STM EL 559. 40

-25

EL 558. 70

29. 61' LT

-30

24. 63' LT

-35

STM

EL 559. 17

-40 -35

29. 63' LT

-45 -40

EL 559. 25

-50 -45

EL 559. 48

-50

30. 22' LT

565 EXI ST. ROW

565

EL 559. 25

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

27+75.00 FILL= 0.7 CY

570 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 2.18 SF STS

SHEET SEQUENCE:

OF 146

27+50.00

FILL= 1.7 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

565

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 5.7 CY 5

WASHINGTON ST

10 SAN OH

15 20

T. S. C. L.

NEW

20 25

T. S. C. L. 30

575

560

555

570

560

555

550 45

570

565

560

CUT= 26.61 SF

FILL= 0.31 SF 555

28+00.00

FILL= 0.1 CY

570

565

555

CUT= 18.11 SF

550

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

560

SHEET 33 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

555

Chest er f i el d,M i ssour i63017

20 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

P. S. E.

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

21. 79' RT

EL 561. 78

NEW

EXI ST. ROW

20. 62' RT

EL 561. 39

15. 76' RT

EL 561. 31

12. 74' RT

EL 561. 10

565

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

FILL= 0.23 SF

TRA N SPO RTA TIO N

555

T. 636 537 5585

CUT= 31.74 SF

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

570

ROW PLANS

560 DI SCLAI M ER OF RESPONSI BI LI TY

11. 61' LT

EL 560. 77

24. 49' LT

EL 561. 79

575

RESURFACI NG

560

W ASHI NGTON STREET

570

NEW

27. 53' RT

EL 563. 00

P. S. E.

29. 49' LT

EL 561. 87

575

W ASHI NGTON ST STA. 27+ 89 TO STA. 28+ 10

P. S. E.

EXI ST. ROW

54. 91' LT

EXI ST. ROW

WASHINGTON ST

NEW

EXI ST. ROW

20. 62' RT

EL 560. 70

15. 62' RT

EL 560. 62

12. 79' RT

20. 63' RT

10 OH

EL 560. 35

CUT= 9.4 CY 5

18. 97' RT

SAN

EL 560. 18

WASHINGTON ST EL 560. 63

CUT= 11.0 CY

14. 97' RT

EL 560. 12

-5

12. 97' RT

-10

EL 560. 07

-15

10. 47' RT

-20

EL 559. 87

11. 60' LT

EL 560. 34

-25

11. 67' LT

-20

EL 559. 74

-25 -30

STM

12. 95' LT

-30 24. 51' LT

-35

EL 560. 08

STM

EL 561. 36

-40

24. 59' LT

-35 29. 51' LT

EL 561. 43

565

EL 560. 81

-40 -45

29. 54' LT

-45 -50

EL 560. 89

-50 -55

31. 02' LT

565 EXI ST. ROW

-60

EL 561. 38

EXI ST. ROW

T. S. C. L.

570 EL 564. 95

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

28+10.20 FILL= 0.1 CY

575 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.23 SF STS

SHEET SEQUENCE:

OF 146

27+88.69

FILL= 0.5 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 STM

-25 -20 -15 -10 -5 0

CUT= 18.0 CY 5 10

WASHINGTON ST SAN

560

CUT= 33.93 SF

FILL= 0.11 SF

20 T. S. C. L.

P. S. E.

565

560 560

CUT= 17.08 SF

555 FILL= 0.14 SF 555

28+45.71

FILL= 0.1 CY

575 575

570

565

560

555 555

SHEET 34 OF 111

W ASHI NGTON ST CROSS SECTI ONS

PU BLIC W O RK S

570 F. 636 537 0275

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

575

Chest er f i el d,M i ssour i63017

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

555

TRA N SPO RTA TIO N

FILL= 2.33 SF

T. 636 537 5585

CUT= 6.97 SF

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

555 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

APP.

DESCRI PTI ON

REVI SI ONS

T. S. C. L.

NOT FOR CONSTRUCTION

NEW

37. 64' RT

EL 565. 53

P. S. E.

REV.DATE

565

ROW PLANS

40 570

Ihereby speci f y thatthe

NEW

EXI ST. ROW

20. 62' RT

EL 563. 56

15. 63' RT

EL 563. 49

12. 30' RT

EL 563. 15

575

RESURFACI NG

560

W ASHI NGTON STREET

560

DI SCLAI M ER OF RESPONSI BI LI TY

12. 31' LT

575

W ASHI NGTON ST STA. 28+ 25 TO STA. 28+ 50

T. S. C. L.

NEW

37. 98' RT

EL 565. 21

NEW

EXI ST. ROW

20. 62' RT

EL 563. 30

NEW

CUT= 19.6 CY 5

P. S. E.

NEW

SAN

15. 63' RT

565

EXI ST. ROW

-5

20. 62' RT

565 OH

EL 562. 21

WASHINGTON ST EL 563. 23

24. 39' LT

EL 564. 22

29. 39' LT

EL 564. 29

29. 81' LT

EL 564. 43

EXI ST. ROW

EL 563. 36

SAN

15. 62' RT

CUT= 1.9 CY

EL 562. 13

-10

12. 79' RT

-15

-5

12. 28' RT

-10

EL 562. 91

-15

EL 561. 93

-20 12. 30' LT

EL 563. 07

24. 40' LT

-20

11. 64' LT

-25

EL 561. 69

-30 EL 563. 90

29. 40' LT

EL 563. 98

30. 04' LT

-25

WASHINGTON ST

21. 24' RT

565 -35 -30

24. 45' LT

-40 -35

STM

EL 562. 43

-45 -40

29. 45' LT

-50 -45

EL 564. 19

-50

EL 562. 50

570 EXI ST. ROW

570

EL 562. 41

570

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

28+50.00 FILL= 0.2 CY

575 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 146

28+25.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

570

-50 -45 -40 -35 -30 STM

-25 -20 -15 -10 -5 0

CUT= 5.3 CY 5

WASHINGTON ST SAN

10 15 OH

20 25

NEW

25 30

570

565 565

CUT= 36.25 SF

560 FILL= 0.00 SF 560

28+97.95

FILL= 0.8 CY

575 575

570

565 565

560 560

CUT= 4.44 SF

555 555

SHEET 35 OF 111

575

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

FILL= 0.0 CY

W ASHI NGTON ST CROSS SECTI ONS

580

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

560 44. 63' RT

EL 570. 40

P. S. E.

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

565

T. 636 537 5585

565

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

30 BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

575

ROW PLANS

NEW

EXI ST. ROW

20. 63' RT

EL 567. 01

15. 61' RT

EL 566. 93

12. 23' RT

EL 566. 63

580

RESURFACI NG

11. 55' LT

EL 566. 52

24. 27' LT

EL 567. 60

570

W ASHI NGTON STREET

36. 49' RT

EL 569. 44

P. S. E.

EXI ST. ROW

20. 62' RT

EL 566. 88

15. 62' RT

EL 566. 81

12. 25' RT

29. 27' LT

EL 567. 68

EXI ST. ROW

49. 28' LT

580

W ASHI NGTON ST STA. 28+ 75 TO STA. 29+ 00

T. S. C. L.

NEW

24. 90' RT

EL 566. 97

CUT= 17.3 CY 5

P. S. E.

NEW

-5

20. 63' RT

WASHINGTON ST EL 566. 50

CUT= 2.1 CY

EXI ST. ROW

11. 52' LT

EL 566. 38

24. 28' LT

0 OH

EL 565. 38

-10

-5

15. 62' RT

-15

SAN

EL 565. 30

-20 -10

12. 77' RT

-25 -15

WASHINGTON ST

EL 565. 09

-30 -20

12. 20' LT

STM EL 567. 50

-25

EL 565. 04

-35 29. 28' LT

EL 567. 57

-30

24. 33' LT

-40 -35 STM

EL 566. 06

-45 -40

29. 33' LT

-45

EL 566. 14

570 EXI ST. ROW

-50

30. 81' LT

-50 49. 28' LT

570

EL 566. 63

EXI ST. ROW

575 EL 569. 63

575

EL 569. 62

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 19.96 SF

FILL= 0.09 SF 560

29+00.00 580 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 1.93 SF STS

SHEET SEQUENCE:

OF 146

28+75.00

FILL= 2.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40

570

-35 -30 -25 -20 -15 -10 -5 0

CUT= 2.1 CY 5 10

WASHINGTON ST SAN

10 15

20 25

575

570

565 565

CUT= 1.35 SF

560 FILL= 0.25 SF 560

29+25.00

FILL= 0.1 CY

580 580

575

570

565 565

CUT= 19.27 SF

560 560

SHEET 36 OF 111

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

580

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

560

TRA N SPO RTA TIO N

FILL= 0.16 SF

T. 636 537 5585

CUT= 1.46 SF

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

560 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

15. 63' RT

EL 570. 07

20. 63' RT

EL 570. 14

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

P. S. E.

NEW

EXI ST. ROW

REV.DATE

570

ROW PLANS

25 575

Ihereby speci f y thatthe

12. 82' RT

EL 569. 94

580

RESURFACI NG

565 DI SCLAI M ER OF RESPONSI BI LI TY

570

W ASHI NGTON STREET

20. 83' RT

EL 570. 14

EXI ST. ROW

580

W ASHI NGTON ST STA. 29+ 03 TO STA. 29+ 50

T. S. C. L.

P. S. E.

NEW

EXI ST. ROW

20. 63' RT

EL 568. 83

15. 63' RT

EL 568. 75

44. 63' RT

CUT= 8.4 CY 5

EL 570. 75

P. S. E.

-5 12. 77' RT

565

20. 62' RT

WASHINGTON ST EL 568. 47

CUT= 1.3 CY

SAN

EXI ST. ROW

-10

0 OH

EL 567. 21

-15

-5

15. 60' RT

-20

-10

EL 567. 13

-25

WASHINGTON ST

12. 23' RT

EXI ST. ROW

570 -15

EL 566. 81

-30 -20

11. 58' LT

-35 -25

EL 566. 72

-40 -30

24. 27' LT

-45 -35

EL 567. 75

-50 -40

29. 27' LT

-45

EL 567. 83

575 EXI ST. ESM T.

-50

EXI ST. ROW

49. 28' LT

575

NEW

575 EL 569. 64

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

29+50.00 FILL= 0.2 CY

580 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

29+02.88

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 2.2 CY

-5

CUT= 1.4 CY 5

0 5

WASHINGTON ST

575

SAN

CUT= 3.15 SF

15 20

SAN

21. 04' RT

575 NEW

T. S. C. L.

P. S. E.

FILL= 0.1 CY

580

575

570

565 FILL= 0.52 SF 565

30+00.00

FILL= 0.3 CY

580 580

575

570 570

CUT= 1.58 SF

565 565

SHEET 37 OF 111

30+07.68

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

W ASHI NGTON ST CROSS SECTI ONS

565

F. 636 537 0275

570

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

575

TRA N SPO RTA TIO N

580

T. 636 537 5585

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

authori zed by m y sealare

565

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

NEW NEW

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

20. 63' RT

EL 573. 40

15. 63' RT

EL 573. 32

12. 79' RT

EL 573. 23

EXI ST. ROW

575

ROW PLANS

35 BY

FILL= 0.04 SF

docum entsi ntended to be

30+25.00 REV.DATE

CUT= 1.89 SF

Ihereby speci f y thatthe

565

DI SCLAI M ER OF RESPONSI BI LI TY

570

RESURFACI NG

580

W ASHI NGTON STREET

T. S. C. L.

34. 59' RT

EL 573. 94

P. S. E.

NEW

EXI ST. ROW

20. 63' RT

EL 572. 70

15. 62' RT

570

W ASHI NGTON ST STA. 29+ 75 TO STA. 30+ 25

NEW

580 SAN

EXI ST. ROW

T. S. C. L.

570 EL 572. 85

WASHINGTON ST

20. 63' RT

CUT= 2.1 CY

EL 572. 71

575

15. 63' RT

WASHINGTON ST

EL 572. 63

580

EL 572. 64

14. 10' RT

CUT= 4.3 CY

EL 572. 45

NEW

-10

-5

P. S. E.

-15

-10

NEW

-20

-15 SAN

20. 63' RT

-25

-20

12. 27' RT

575

EXI ST. ROW

-30

-25 OH

EL 571. 46

-35

-30

EL 572. 31

580

15. 63' RT

-40 -35

EL 571. 38

-45 -40

12. 31' RT

WASHINGTON ST

12. 80' RT

-50 -45

EL 571. 98

-50

EL 571. 20

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

570

CUT= 11.49 SF

FILL= 0.11 SF 565 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.11 SF STS

SHEET SEQUENCE:

OF 146

29+75.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 2.3 CY

-5

CUT= 1.9 CY 5

0 5 10

580

WASHINGTON ST

SAN

15 SAN

575

NEW

P. S. E.

FILL= 0.1 CY

580

575

570 570

CUT= 5.11 SF

565 FILL= 0.05 SF 565

30+66.54

FILL= 0.0 CY

580

570 570

CUT= 2.26 SF

565 565

575

SHEET 38 OF 111

PU BLIC W O RK S

30+75.00

W ASHI NGTON ST CROSS SECTI ONS

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

50 F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

30 T. 636 537 5585

565 T. S. C. L.

NEW

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

575

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

575

ROW PLANS

P. S. E.

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

585

RESURFACI NG

21. 93' RT

EL 575. 02

580

W ASHI NGTON STREET

T. S. C. L.

26. 16' RT

EL 574. 60

NEW

EXI ST. ROW

20. 62' RT

EL 574. 58

15. 62' RT

EL 574. 51

13. 34' RT

EL 574. 48

12. 27' RT

585

W ASHI NGTON ST STA. 30+ 50 TO STA. 30+ 75

T. S. C. L.

WASHINGTON ST OH

NEW

580

P. S. E.

570

NEW

20. 63' RT

CUT= 1.3 CY

EXI ST. ROW

20. 63' RT

-5

EXI ST. ROW

-10 OH

EL 574. 30

-15 SAN

EL 573. 98

-20

15. 63' RT

-25

EL 574. 22

-30 OH

15. 63' RT

-35

EL 573. 91

-40

12. 77' RT

WASHINGTON ST EL 574. 15

580

12. 26' RT

-45

EL 573. 98

-50

EL 573. 97

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

570

CUT= 3.43 SF

FILL= 0.74 SF 565 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

30+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40

570

-35 -30 -25 -20 -15 -10

-10 -5 0

CUT= 6.5 CY

-5

CUT= 2.8 CY 5

0 5 10

580 WASHINGTON ST

SAN OH

15 20

NEW

P. S. E.

20 25

580

575 575

570 570

CUT= 11.50 SF

565 FILL= 0.06 SF 565

31+25.00

FILL= 0.0 CY

585 585

580

575 575

570

CUT= 2.54 SF

565 565

SHEET 39 OF 111

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

585

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

565

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

FILL= 0.06 SF

TRA N SPO RTA TIO N

565

T. 636 537 5585

CUT= 11.13 SF

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

570

ROW PLANS

30 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

26. 46' RT

580

Ihereby speci f y thatthe

NEW

P. S. E.

EL 575. 06

NEW

EXI ST. ROW

20. 73' RT

EL 575. 06

15. 63' RT

EL 574. 98

585

RESURFACI NG

570

REV.DATE

575

DI SCLAI M ER OF RESPONSI BI LI TY

575

W ASHI NGTON STREET

T. S. C. L.

26. 46' RT

EL 575. 25

NEW

EXI ST. ROW

20. 65' RT

EL 575. 04

15. 62' RT

EL 574. 96

13. 42' RT

585

W ASHI NGTON ST STA. 31+ 00 TO STA. 31+ 28

T. S. C. L.

-15

NEW

-20

P. S. E.

-25

NEW

-30

21. 74' RT

EL 575. 31

-35 SANOH

EXI ST. ROW

-40 15

20. 62' RT

WASHINGTON ST

SAN OH

EL 574. 94

-45 10

15. 62' RT

-50 EL 574. 87

WASHINGTON ST

EL 574. 86

580 5

13. 21' RT

CUT= 1.3 CY

EL 574. 84

580

12. 82' RT

EL 574. 86

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

31+28.15 FILL= 0.0 CY

585 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

31+00.00

FILL= 0.3 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 SAN

-5 0

CUT= 6.7 CY 5 10

580 WASHINGTON ST

10 SAN

575

15 20

NEW

575

570 570

CUT= 6.66 SF

565 FILL= 0.05 SF 565

31+65.62

FILL= 0.0 CY

585 585

580

575

570 570

CUT= 5.36 SF

565 565

SHEET 40 OF 111

W ASHI NGTON ST CROSS SECTI ONS

PU BLIC W O RK S

580

Chest er f i el d,M i ssour i63017

F. 636 537 0275

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

565 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

575

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

FILL= 0.03 SF

TRA N SPO RTA TIO N

T. 636 537 5585

CUT= 7.15 SF DI SCLAI M ER OF RESPONSI BI LI TY

570

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

580

ROW PLANS

T. S. C. L.

34. 86' RT

EL 574. 47

P. S. E.

21. 82' RT

EL 575. 41

15. 91' RT

EXI ST. ROW

NEW

15. 32' RT

585

RESURFACI NG

565

W ASHI NGTON ST STA. 31+ 50 TO STA. 31+ 75

T. S. C. L.

34. 85' RT

EL 574. 40

P. S. E.

570

W ASHI NGTON STREET

580

NEW

575

T. S. C. L.

585

NEW

WASHINGTON ST

34. 84' RT

CUT= 3.5 CY 5

EL 574. 60

P. S. E.

CUT= 2.4 CY

NEW

0 OH

21. 60' RT

-5

EXI ST. ROW EL 575.37

-10 EL 575. 32

585

EXI ST. ROW

-15

21. 24' RT

SAN

EL 575. 31

-20

15. 63' RT

-25

15. 62' RT

-30

EL 575. 28

-35

EL 575. 22

580 EL 575. 37

WASHINGTON ST

15. 10' RT

-40

EL 575. 27

-45

14. 74' RT

-50

EL 575. 09

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

31+75.00 FILL= 0.0 CY

585 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.09 SF STS

SHEET SEQUENCE:

OF 146

31+50.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\021-040_AR-1719_X-Sections.dgn

570

-50 -45 -40 -35 -30 -25 -20 -15 -10

-10 -5 0

CUT= 1.3 CY

-5

CUT= 3.7 CY 5

0 5

570 W

W SAN

SAN

15 20

WASHINGTON ST

590

585 585

580

575 575

570

CUT= 2.06 SF

565 FILL= 0.76 SF 565

32+25.00

FILL= 1.0 CY

585 585

580

575

570

CUT= 0.82 SF

565 565

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

590

575

SHEET 41 OF 111

32+50.00

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

565

T. 636 537 5585

FILL= 0.19 SF

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

565

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

585

ROW PLANS

CUT= 4.09 SF docum entsi ntended to be

570 REV.DATE

570

RESURFACI NG

25 580

Ihereby speci f y thatthe

575

DI SCLAI M ER OF RESPONSI BI LI TY

575

W ASHI NGTON ST STA. 32+ 00 TO STA. 32+ 50

T OH

EXI ST. ROW

22. 17' RT

EL 575. 19

21. 97' RT

EL 575. 19

15. 97' RT

EL 575. 16

585

W ASHI NGTON STREET

21. 96' RT

T. S. C. L.

P. S. E.

NEW

WASHINGTON ST

NEW

22. 96' RT

EL 575. 66

EL 575. 99

CUT= 2.8 CY

EXI ST. ROW

T. S. C. L.

-15

-5

NEW

-20

-10

23. 79' RT

-25

-15

15. 96' RT

-20

P. S. E.

-30 -25

NEW

-35 -30

EL 575. 39

-40 -35

EL 575. 90

SAN

EXI ST. ROW

-45 -40 W

15. 95' RT

-50 -45

EL 575. 92

580 EXI ST. ROW

-50 WASHINGTON ST

21. 95' RT

EL 576. 01

580 EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

FILL= 0.4 CY

DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 1.33 SF STS

SHEET SEQUENCE:

OF 146

32+00.00

FILL= 0.6 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

570

-50 -45 -40 -35

580

-30 -25 -20 -15 -10 -5 0

CUT= 3.5 CY

-5

CUT= 3.9 CY 5

0 5

570

WASHINGTON ST

15 20

T OH

25 30

575

570

CUT= 1.07 SF

565 FILL= 0.06 SF 565

33+75.00

FILL= 0.1 CY

590 590

585

580

575 575

570

CUT= 6.46 SF

565 565

SHEET 42 OF 111

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

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

565

TRA N SPO RTA TIO N

FILL= 0.00 SF

T. 636 537 5585

565 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

570

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

T. S. C. L.

20 NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

P. S. E.

EXI ST. ROW

21. 00' RT

EL 573. 88

15. 00' RT

EL 573. 79

NEW

575

ROW PLANS

21. 24' RT

EL 573. 96

CUT= 3.11 SF

580

RESURFACI NG

NEW

P. S. E.

EXI ST. ROW

21. 00' RT

570

W ASHI NGTON STREET

WASHINGTON ST EL 574. 70

575

W ASHI NGTON ST STA. 33+ 50 TO STA. 34+ 00

575 NEW

580 15

21. 50' RT

EL 574. 53

15. 00' RT

CUT= 1.9 CY

T OH

EXI ST. ROW

-10

21. 52' RT

-15

-5

EL 575. 15

-20

-10

EL 574. 61

WASHINGTON ST

15. 02' RT

-25 -15

EL 575. 07

-20

16. 38' LT

-30

17. 01' LT

-35 -25

EL 575. 82

-30

EL 575. 81

-40 -35

23. 17' LT

-45 -40

EL 577. 77

-50 -45

EXI ST. ROW

-50

31. 78' LT

580

22. 03' RT

EL 575. 16

585 EL 579. 59

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

34+00.00 FILL= 0.0 CY

580 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.12 SF STS

SHEET SEQUENCE:

OF 146

33+50.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

-10 -5 0

CUT= 2.6 CY

-5

CUT= 2.7 CY 5

575

0 5

570

CUT= 3.02 SF

FILL= 0.00 SF

WASHINGTON ST

575

WASHINGTON ST

10 15

T. S. C. L.

P. S. E.

20 25

34+75.00 FILL= 0.0 CY

580 580

575

570

565 565

34+50.00

FILL= 0.0 CY

580 580

570 570

CUT= 2.70 SF

565 565

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

575

SHEET 43 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

35 F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

560

TRA N SPO RTA TIO N

565

T. 636 537 5585

565

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

570

T. S. C. L.

NEW

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

570

ROW PLANS

P. S. E.

NEW

EXI ST. ROW

20. 94' RT

EL 570. 37

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

580

RESURFACI NG

575

W ASHI NGTON STREET

14. 94' RT

580

W ASHI NGTON ST STA. 34+ 25 TO STA. 34+ 75

NEW

21. 63' RT

EL 571. 90

EXI ST. ROW

CUT= 2.4 CY

21. 00' RT

EL 571. 69

-5

T. S. C. L.

-15 -10

NEW

-20 -15

P. S. E.

-25 -20

NEW

-30 -25

21. 56' RT

-35 -30

EXI ST. ROW

-40 -35 OH

EL 572. 93

-45 -40

15. 00' RT

WASHINGTON ST EL 570. 28

575

15. 04' RT

-50 -45

EL 571. 60

-50

EL 572. 85

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 2.12 SF

FILL= 0.00 SF 560 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

34+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30

-30 -25

-25 -20

-20 -15

-15 -10

-10 -5 0

CUT= 2.1 CY

-5

CUT= 2.0 CY 5

0 5

WASHINGTON ST

570

575 WASHINGTON ST

10 15

20 25

580

575 575

570

565 565

CUT= 2.35 SF

560 FILL= 0.20 SF 560

35+25.00

FILL= 0.1 CY

580 580

575

570

565 565

CUT= 2.20 SF

560 560

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

570

SHEET 44 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

560

F. 636 537 0275

FILL= 2.23 SF

Chest er f i el d,M i ssour i63017

15 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

21. 00' RT

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

570

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

560

TRA N SPO RTA TIO N

CUT= 2.17 SF DI SCLAI M ER OF RESPONSI BI LI TY

565

T. 636 537 5585

565

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

10 EXI ST. ROW

575

ROW PLANS

CUT= 2.1 CY

EL 566. 05

575

RESURFACI NG

15. 00' RT

580

W ASHI NGTON STREET

-5 13. 38' RT EL 565. 96

580

W ASHI NGTON ST STA. 35+ 00 TO STA. 35+ 50

-10

EXI ST. ROW

-15

20. 98' RT

-20

EL 567. 45

-25 OH

EXI ST. ROW

-35 -30

20. 95' RT

-40 -35

EL 568. 89

-45 -40

14. 70' RT

570

14. 95' RT

-50 -45

EL 567. 35

-50

EL 568. 80

WASHINGTON ST EL 565. 98

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

35+50.00 FILL= 1.1 CY

580 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

35+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25

-25 -20

-20 -15

-15 -10

-10

570 -5 0

CUT= 2.1 CY

-5 0

CUT= 2.0 CY

WASHINGTON ST

5 10

10 15

15 OH

20 25

575

570

565 OH

565

560 560

CUT= 2.51 SF

555 FILL= 3.94 SF 555

36+00.00

FILL= 3.6 CY

575 575

570

565

560 560

CUT= 2.12 SF

555 555

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

565

SHEET 45 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

555

F. 636 537 0275

FILL= 3.71 SF

Chest er f i el d,M i ssour i63017

555

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

CUT= 3.94 SF

TRA N SPO RTA TIO N

560

T. 636 537 5585

560

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

20 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

EXI ST. ROW

565

ROW PLANS

21. 00' RT

570

RESURFACI NG

570 EL 561. 62

570

DI SCLAI M ER OF RESPONSI BI LI TY

15. 00' RT

575

W ASHI NGTON STREET

10 EL 561. 53

12. 01' RT

EL 561. 74

575

W ASHI NGTON ST STA. 35+ 75 TO STA. 36+ 25

CUT= 3.0 CY

EXI ST. ROW

21. 00' RT

-5

EL 563. 14

-10

15. 00' RT

-15

EL 563. 05

-20

21. 00' RT

-30 -25

EXI ST. ROW

-35 -30

EL 564. 59

-40 -35

15. 00' RT

-45 -40

12. 01' RT

565

EL 564. 50

-50 -45

EL 563. 06

WASHINGTON ST

12. 06' RT

-50

EL 564. 53

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

36+25.00 FILL= 3.5 CY

575 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 3.88 SF STS

SHEET SEQUENCE:

OF 146

35+75.00

FILL= 2.8 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25

-25 -20

-20 -15

-15 -10

-10 WASHINGTON ST

560

-5 0

CUT= 1.5 CY

-5

CUT= 1.8 CY 5

0 5 10

SAN

WASHINGTON ST

565

20 25

FILL= 0.0 CY

570 570

565 565

560

555 555

CUT= 3.78 SF

550 FILL= 0.64 SF 550

37+00.00

FILL= 0.5 CY

570 570

560 560

CUT= 0.00 SF

555 555

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

565

SHEET 46 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

550 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

555

TRA N SPO RTA TIO N

555

T. 636 537 5585

560

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

10 EXI ST. ROW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

565

ROW PLANS

CUT= 2.8 CY

21. 00' RT

565

RESURFACI NG

EL 555. 87

570

W ASHI NGTON STREET

-5 15. 13' RT

570

STA. 36+ 50 TO STA. 37+ 25

-10

EXI ST. ROW

-15

21. 00' RT

-20

22. 92' RT

-30 -25

EL 560. 18

-35 -30

21. 50' RT

-40 -35 OH

EL 560. 32

SAN

EL 557. 33

560 EL 555. 78

WASHINGTON ST

18. 91' RT

-45 -40

EL 560. 05

-50 -45

11. 00' RT

-50

EL 557. 20

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 2.16 SF

FILL= 0.00 SF 550

37+25.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 1.96 SF STS

SHEET SEQUENCE:

OF 146

36+50.00

FILL= 2.6 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

560

-50 -45 -40

-40 -35

-35 -30

-30 -25

-25 -20

-20 -15

-15 -10

-10 -5 0

CUT= 2.6 CY

-5

CUT= 2.0 CY 5

0 5

WASHINGTON ST

SAN

555

20 25

565

560

555

550 550

CUT= 3.48 SF

545 FILL= 0.00 SF 545

37+75.00

FILL= 0.0 CY

565 565

560

WASHINGTON ST

555

550 550

CUT= 2.08 SF

545 545

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

555

SHEET 47 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

545 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

24. 55' RT

EL 553. 71

P. S. E.

NEW

EXI ST. ROW

555

Chest er f i el d,M i ssour i63017

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

FILL= 0.00 SF

TRA N SPO RTA TIO N

545

T. 636 537 5585

CUT= 3.11 SF DI SCLAI M ER OF RESPONSI BI LI TY

550

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

560

ROW PLANS

21. 06' RT

565

RESURFACI NG

550

W ASHI NGTON STREET

560 EL 552. 26

565

W ASHI NGTON ST STA. 37+ 50 TO STA. 38+ 00

T. S. C. L.

CUT= 3.1 CY

NEW

15. 06' RT

560

24. 08' RT

-5

P. S. E.

-10

EL 554. 41

-15

NEW

-20

EXI ST. ROW

-25

21. 00' RT

-30

EL 553. 39

-35

EXI ST. ROW

-45 -40 OH

21. 00' RT

-50 -45 EL 552. 17

SAN

EL 554. 67

555

15. 00' RT

-50

EL 553. 30

WASHINGTON ST

15. 00' RT

EL 554. 58

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

38+00.00 FILL= 0.0 CY

565 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

37+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 555 SAN

CUT= 3.8 CY

-5

CUT= 4.5 CY 5

0 5 10

WASHINGTON ST

555 SAN

10 15

25 30

560

38+48.82 FILL= 0.0 CY

560

555

550 550

CUT= 16.33 SF

545 FILL= 0.00 SF 545

38+34.03

FILL= 0.0 CY

560

555

550 550

CUT= 6.51 SF

545 545

SHEET 48 OF 111

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

PU BLIC W O RK S

545

W ASHI NGTON ST CROSS SECTI ONS

550

F. 636 537 0275

555 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

560

TRA N SPO RTA TIO N

560

T. 636 537 5585

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

T. S. C. L.

NOT FOR CONSTRUCTION

DESCRI PTI ON

NEW

555

ROW PLANS

authori zed by m y sealare

545 APP.

REVI SI ONS

FILL= 0.00 SF

RESURFACI NG

545 BY

CUT= 20.43 SF

docum entsi ntended to be

38+50.00 REV.DATE

550

Ihereby speci f y thatthe

550

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

560

W ASHI NGTON STREET

NEW

39. 50' RT

EL 552. 73

EXI ST. ROW

20. 00' RT

EL 550. 37

15. 00' RT

14. 41' RT EL 550. 30

560

W ASHI NGTON ST STA. 38+ 25 TO STA. 38+ 50

T. S. C. L.

NEW

39. 50' RT

EL 552. 76

EXI ST. ROW

34. 26' RT

EL 552. 69

T. S. C. L.

WASHINGTON ST

NEW

10 OH

25. 88' RT

CUT= 10.1 CY

EL 552. 99

SAN

P. S. E.

555

NEW

WASHINGTON ST

EXI ST. ROW

CUT= 0.9 CY

20. 00' RT

20. 97' RT

-5

20. 00' RT

-10

EL 550. 40

-15

EL 550. 89

-20 OH

EL 551. 38

-25

15. 00' RT

SAN

15. 00' RT

-30

14. 41' RT EL 550. 32

-35

14. 42' RT EL 550. 81

-40 EL 550. 32

555

14. 93' RT

-45

EL 550. 34

-50

EL 550. 80

WASHINGTON ST

EL 551. 23

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

550

CUT= 20.55 SF

FILL= 0.00 SF 545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

38+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30

-30 -25

-25 -20

-20 -15

-15 -10

-10 -5

555

-5 0

CUT= 8.7 CY

CUT= 10.7 CY 5

0 5 10

WASHINGTON ST

SAN

550 550

545 545

CUT= 16.01 SF

540 FILL= 0.00 SF 540

39+00.00

FILL= 0.0 CY

560 560

555

550 550

545 545

CUT= 2.74 SF

540 540

SHEET 49 OF 111

555

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

560

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

540

Chest er f i el d,M i ssour i63017

FILL= 0.00 SF

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

540

TRA N SPO RTA TIO N

CUT= 15.97 SF

T. 636 537 5585

545

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

545

ROW PLANS

40 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

555

Ihereby speci f y thatthe

T. S. C. L.

560

RESURFACI NG

550 REV.DATE

550

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

36. 64' RT

EL 551. 01

EXI ST. ROW

20. 00' RT

EL 549. 38

15. 00' RT

EL 549. 30

W ASHI NGTON STREET

T. S. C. L.

NEW

36. 64' RT

EL 551. 02

EXI ST. ROW

20. 00' RT

EL 549. 39

15. 00' RT

560

W ASHI NGTON ST STA. 38+ 75 TO STA. 39+ 01

T. S. C. L.

-35 20

NEW

-40 OH

22. 41' RT

SAN

EL 550. 87

-45 15

EXI ST. ROW

WASHINGTON ST

20. 00' RT

555 14. 38' RT

WASHINGTON ST

EL 550. 06

-50 10

14. 38' RT EL 549. 32

CUT= 0.7 CY

15. 08' RT

0 EL 549. 34

SAN

EL 549. 38

555

EL 549. 99

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

39+01.10 FILL= 0.0 CY

560 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

38+75.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50

545

-45 -40 -35 -30 -25

-25 -20

-20 -15

-15 -10

-10 -5 0

CUT= 2.0 CY

-5

CUT= 8.1 CY 5

0 5 10

WASHINGTON ST

SAN

555 WASHINGTON ST SAN

545

CUT= 1.97 SF

550

550 20 25

560

555

550

545

540 FILL= 0.00 SF 540

39+50.00

FILL= 0.0 CY

560 560

555

545

CUT= 2.32 SF

540 540

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

550

SHEET 50 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

540

Chest er f i el d,M i ssour i63017

25 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

REV.DATE

550

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

FILL= 0.00 SF

TRA N SPO RTA TIO N

540

T. 636 537 5585

CUT= 1.93 SF

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

555

ROW PLANS

545 DI SCLAI M ER OF RESPONSI BI LI TY

NEW

21. 00' RT

EL 548. 51

EXI ST. ROW

20. 00' RT

560

RESURFACI NG

545

W ASHI NGTON STREET

555 EL 548. 17

560

W ASHI NGTON ST STA. 39+ 25 TO STA. 39+ 75

T. S. C. L.

NEW

CUT= 1.8 CY

EXI ST. ROW

20. 67' RT

-5

20. 00' RT

-10

EL 548. 85

-15

EL 548. 63

-20

T. S. C. L.

-30 -25

NEW

-35 -30

EXI ST. ROW

-40 -35 OH

21. 39' RT

EL 549. 48

-45 -40

20. 33' RT

-50 -45 15. 00' RT

555

EL 549. 12

-50

15. 00' RT

SAN

15. 00' RT

550 EL 548. 10

STM

EL 548. 55

WASHINGTON ST

EL 549. 03

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

39+75.00 FILL= 0.0 CY

560 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

39+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

555

-5

CUT= 8.1 CY CUT= 1.1 CY 5

0 5 10

550

STM SAN

WASHINGTON ST

25 30

35 40

45 550

545 545

CUT= 15.56 SF

540 FILL= 0.03 SF 540

40+01.90

FILL= 0.0 CY

560 560

555

545 545

CUT= 15.55 SF

540 540

550

SHEET 51 OF 111

PU BLIC W O RK S

555

W ASHI NGTON ST CROSS SECTI ONS

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

FILL= 0.0 CY

F. 636 537 0275

Chest er f i el d,M i ssour i63017

540

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

545

TRA N SPO RTA TIO N

545

T. 636 537 5585

550

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

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

555

NOT FOR CONSTRUCTION

DESCRI PTI ON

545

ROW PLANS

40+75.00

REVI SI ONS

50 APP.

540

authori zed by m y sealare

FILL= 0.2 CY BY

FILL= 0.45 SF

docum entsi ntended to be

555 REV.DATE

NEW

T. S. C. L.

P. S. E.

EXI ST. ROW

550

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

21. 95' RT

EL 547. 27

21. 67' RT

EL 547. 18

16. 40' RT

EL 547. 08

15. 16' RT

EL 547. 00

555

RESURFACI NG

26. 46' RT

EL 546. 98

540

W ASHI NGTON ST STA. 40+ 00 TO STA. 40+ 75

T. S. C. L.

NEW

43. 50' RT

26. 02' RT

EL 547. 12

21. 02' RT

EXI ST. ROW

T. S. C. L.

555

W ASHI NGTON STREET

555 EL 549. 48

T. S. C. L.

SAN

NEW

WASHINGTON ST

43. 50' RT

550

EL 549. 56

P. S. E.

CUT= 5.3 CY

NEW

0 SAN

P. S. E.

WASHINGTON ST

NEW

-5

26. 00' RT

STM

26. 02' RT

-10

EL 547. 04

CUT= 3.7 CY

20. 40' RT

CUT= 2.30 SF

EL 547. 93

-15

EL 547. 35

545

EL 548. 01

-20

-5

21. 02' RT

-25

-10

21. 02' RT

STM

-15

EL 547. 86

550 -20

EXI ST. ROW

-30

-25 OH

EL 547. 94

-35

-30

EXI ST. ROW

-40

-35

15. 21' RT

-45 -40

SAN

EL 547. 46

-50 -45

STM

14. 81' RT

-50 WASHINGTON ST

EL 547. 47

550 NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 5.69 SF

FILL= 0.03 SF 540

40+50.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.09 SF STS

SHEET SEQUENCE:

OF 146

40+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 4.0 CY

CUT= 3.3 CY

-5

CUT= 2.6 CY 0 5

0 5

WASHINGTON ST 550 SAN

10 15

WASHINGTON ST

550 SAN

545

CUT= 3.30 SF

20 25

555

550

545

FILL= 0.0 CY

555

550

545 545

CUT= 13.91 SF

540 FILL= 0.00 SF 540

41+10.77

FILL= 0.0 CY

555 555

545

540 540

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

555

550

SHEET 52 OF 111

555

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

FILL= 0.0 CY

PU BLIC W O RK S

DESCRI PTI ON

REVI SI ONS APP.

NEW

T. S. C. L.

30. 00' RT

EL 546. 49

EXI ST. ROW

20. 00' RT

EL 546. 30

15. 00' RT

EL 546. 22

14. 62' RT

NOT FOR CONSTRUCTION

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

docum entsi ntended to be

41+40.46 REV.DATE

540

Ihereby speci f y thatthe

FILL= 0.00 SF

Chest er f i el d,M i ssour i63017

DI SCLAI M ER OF RESPONSI BI LI TY

545

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

T. S. C. L.

540

TRA N SPO RTA TIO N

41+25.00 T. 636 537 5585

NEW

EXI ST. ROW

20. 00' RT

CUT= 6.41 SF

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

550

ROW PLANS

15 20. 42' RT

EL 546. 54

545

RESURFACI NG

10 15. 00' RT

555

W ASHI NGTON STREET

EL 546. 22

555

W ASHI NGTON ST STA. 41+ 00 TO STA. 41+ 40

T. S. C. L.

-5

NEW

-10 20

33. 37' RT

-15

EL 548. 17

-20

T. S. C. L.

-25

NEW

-30

20. 82' RT

-35 OH

EXI ST. ROW

FILL= 0.00 SF

EXI ST. ROW

-40

EL 547. 01

540

20. 00' RT

SAN

20. 00' RT

CUT= 2.13 SF EL 546. 68

550

EL 546. 54

-45 15

EL 546. 74

WASHINGTON ST

15. 00' RT

-50 10

EL 546. 47

CUT= 2.4 CY

15. 00' RT

EL 546. 46

SAN

14. 55' RT

550

EL 546. 46

WASHINGTON ST

EL 546. 66

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

545

540 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

41+00.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 1.4 CY

-5

CUT= 6.1 CY

-5

CUT= 3.2 CY 0 5

0 5

WASHINGTON ST

550 SAN

WASHINGTON ST

550 OH SAN

10 15

15 20

555 555

550

545

FILL= 0.0 CY

555 555

550

545 545

CUT= 1.52 SF

540 FILL= 0.02 SF 540

41+75.00

FILL= 0.0 CY

555 555

545 545

CUT= 11.60 SF

540 540

550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

T. S. C. L.

DESCRI PTI ON

REVI SI ONS APP.

NEW

EXI ST. ROW

20. 20' RT

EL 545. 40

NOT FOR CONSTRUCTION

REV.DATE

FILL= 0.0 CY

Ihereby speci f y thatthe

42+25.00

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

SHEET 53 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

DI SCLAI M ER OF RESPONSI BI LI TY

21. 15' RT

540

Chest er f i el d,M i ssour i63017

T. S. C. L.

545

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

TRA N SPO RTA TIO N

42+00.00 T. 636 537 5585

FILL= 0.00 SF

NEW

EL 545. 42

545

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

540 EXI ST. ROW

550

ROW PLANS

CUT= 1.49 SF

20. 11' RT

RESURFACI NG

10 EL 545. 72

555

W ASHI NGTON STREET

15. 20' RT

EL 545. 33

555

W ASHI NGTON ST STA. 41+ 50 TO STA. 42+ 25

SAN

T. S. C. L.

550

20. 68' RT

WASHINGTON ST

NEW

EXI ST. ROW

-5

20. 00' RT

CUT= 1.4 CY

T. S. C. L.

-10

EL 545. 73

FILL= 0.00 SF

NEW

-15 -10

-5

EL 546. 05

540

30. 00' RT

-20 -15

-10

15. 11' RT

CUT= 1.57 SF

EL 546. 51

-25 -20

-15 OH

EXI ST. ROW

-30 -25

-20

EL 545. 65

SAN

20. 00' RT

-35 -30

-25

EL 546. 23

-40 -35

-30

15. 00' RT

-45 -40 -35

EL 546. 16

-50 -45 -40

15. 00' RT

-50 -45

EL 545. 97

550

14. 64' RT

-50

EL 546. 17

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

545

540 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.07 SF STS

SHEET SEQUENCE:

OF 146

41+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 5.5 CY 5 10

550 WASHINGTON ST OH SAN

NEW

545 545

540 540

CUT= 10.91 SF

535 FILL= 0.00 SF 535

42+59.38

FILL= 0.0 CY

555 555

550

545

540 540

CUT= 10.25 SF

535 535

545

SHEET 54 OF 111

PU BLIC W O RK S

550

W ASHI NGTON ST CROSS SECTI ONS

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

555

F. 636 537 0275

Chest er f i el d,M i ssour i63017

535

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

FILL= 0.00 SF

TRA N SPO RTA TIO N

535

T. 636 537 5585

CUT= 1.89 SF

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

540

ROW PLANS

40 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

EXI ST. ESM T.

550

Ihereby speci f y thatthe

21. 78' RT

555

RESURFACI NG

540 REV.DATE

545

W ASHI NGTON STREET

545

DI SCLAI M ER OF RESPONSI BI LI TY

P. S. E. EL 545. 18

NEW

EXI ST. ROW

21. 19' RT

EL 544. 98

16. 19' RT

555

W ASHI NGTON ST STA. 42+ 50 TO STA. 42+ 75

T. S. C. L.

NEW

35. 14' RT

EL 546. 32

P. S. E.

T. S. C. L.

SAN

NEW

550

34. 87' RT

WASHINGTON ST

EL 546. 16

CUT= 3.7 CY 5

P. S. E.

NEW

CUT= 3.7 CY

EXI ST. ROW

-5

21. 03' RT

-10

20. 76' RT

-15

EL 545. 00

-20

EL 545. 08

-25

16. 06' RT

-30 EL 544. 91

SAN

15. 76' RT

-35

15. 31' RT

WASHINGTON ST

EL 544. 93

550

EL 545. 01

-40

EL 544. 93

-45

14. 89' RT

-50

EL 544. 94

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

42+75.00 FILL= 0.0 CY

555 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

42+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15

540

-10 CUT= 3.4 CY

-5

CUT= 1.8 CY 5

0 5 10

550 WASHINGTON ST SAN

SAN

20 25

T. S. C. L.

550

545 545

540 540

CUT= 8.27 SF

535 FILL= 0.02 SF 535

43+17.83

FILL= 0.0 CY

555 555

550

545 545

540

CUT= 2.10 SF

535 535

SHEET 55 OF 111

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

555

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

535

Chest er f i el d,M i ssour i63017

FILL= 0.04 SF

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

535

TRA N SPO RTA TIO N

CUT= 8.12 SF

T. 636 537 5585

540

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

540

ROW PLANS

35 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

35. 03' RT

EL 544. 92

EXI ST. ESM T.

24. 11' RT

550

Ihereby speci f y thatthe

P. S. E. EL 544. 35

OH REV.DATE

545

DI SCLAI M ER OF RESPONSI BI LI TY

545

W ASHI NGTON ST STA. 43+ 00 TO STA. 43+ 25

NEW

35. 67' RT

EL 544. 91

EXI ST. ESM T.

24. 34' RT

EL 544. 37

NEW

555

RESURFACI NG

WASHINGTON ST P. S. E.

EXI ST. ROW

18. 57' RT

18. 07' RT EL 544. 31

EL 544. 35

555

W ASHI NGTON STREET

550

NEW

EXI ST. ESM T.

T. S. C. L.

CUT= 2.2 CY

NEW

EXI ST. ROW

-5 SAN

22. 53' RT

EL 544. 86

-10

P. S. E.

-15

NEW

-20

21. 90' RT

-25

EXI ST. ROW

-30

18. 84' RT

-35

EL 544. 66

-40

EL 544. 31

WASHINGTON ST

18. 32' RT

-45

EL 544. 31

550

16. 94' RT

-50

EL 544. 59

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

43+25.00 FILL= 0.0 CY

555 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.03 SF STS

SHEET SEQUENCE:

OF 146

43+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15

-15 -10

-10 -5 0

CUT= 1.5 CY

-5

CUT= 4.4 CY 5

0 5 10

550 WASHINGTON ST

550

WASHINGTON ST

SAN

545

SAN

545

35 40

44+00.00 FILL= 1.4 CY

550

545

540 540

CUT= 1.67 SF

535 FILL= 2.69 SF 535

43+75.00

FILL= 3.3 CY

550

545

540 540

CUT= 1.47 SF

535 535

SHEET 56 OF 111

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

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

535

F. 636 537 0275

540 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.1 CY

Chest er f i el d,M i ssour i63017

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

545

TRA N SPO RTA TIO N

550

T. 636 537 5585

33. 00' RT

EL 543. 74

30. 97' RT

EL 543. 68

25. 93' RT

EL 543. 60

21. 60' RT

EL 543. 37

EXI ST. ROW

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

535

authori zed by m y sealare

40 BY

FILL= 0.39 SF

docum entsi ntended to be

44+09.17 REV.DATE

540

Ihereby speci f y thatthe

535

DI SCLAI M ER OF RESPONSI BI LI TY

CUT= 3.34 SF

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

545

ROW PLANS

545 EXI ST. ROW

540

RESURFACI NG

32. 70' RT

EL 543. 70

30. 56' RT

EL 543. 65

25. 56' RT

EL 543. 57

545

550

W ASHI NGTON STREET

SAN

W ASHI NGTON ST STA. 43+ 50 TO STA. 44+ 09

SAN

EXI ST. ESM T.

EXI ST. ROW

29. 57' RT

29. 42' RT

CUT= 2.3 CY

EL 544. 08

EL 544. 07

-5

24. 40' RT

-10 35

EXI ST. ROW

-20 -15

EXI ST. ESM T.

-25 -20

27. 89' RT

-30 -25

EL 544. 22

-35 -30

EL 544. 00

WASHINGTON ST 21. 21' RT

550

27. 35' RT

-40 -35 20

EL 544. 20

-45 -40 15

22. 31' RT

-50 -45 10

EL 544. 13

550 EL 543. 57

WASHINGTON ST

20. 65' RT

-50

EL 544. 10

CUT= 1.1 CY

19. 62' RT

EL 544. 31

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

540

CUT= 3.20 SF

FILL= 0.39 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 4.41 SF STS

SHEET SEQUENCE:

OF 146

43+50.00

FILL= 2.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15

-15 -10

-10 CUT= 1.6 CY

-5

CUT= 1.4 CY

-5

CUT= 1.3 CY 0 5

0 5 10

10 15

FILL= 0.1 CY

550

WASHINGTON ST

550

WASHINGTON ST

25 30

30. 42' RT

30 35

540 540

535

550

SAN

545 545

540 540

CUT= 1.78 SF

535 FILL= 0.09 SF 535

44+50.00

FILL= 0.2 CY

550

SAN

545

540 540

CUT= 1.18 SF

535 535

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

545

SHEET 57 OF 111

545

F. 636 537 0275

SAN orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

550

T. 636 537 5585

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

authori zed by m y sealare

35 DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

535

docum entsi ntended to be

44+75.00 REV.DATE

FILL= 0.08 SF

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

535

W ASHI NGTON ST STA. 44+ 25 TO STA. 44+ 75

30. 25' RT

CUT= 3.44 SF

PU BLIC W O RK S

44+66.44

EL 544. 18

540

W ASHI NGTON ST CROSS SECTI ONS

EL 544. 05

540

TRA N SPO RTA TIO N

15 29. 71' RT

545

ROW PLANS

30. 15' RT

WASHINGTON ST

EL 544. 18

550

EL 544. 04

545

RESURFACI NG

15 29. 73' RT

EL 544. 03

29. 13' RT

EL 544. 02

19. 95' RT

550

W ASHI NGTON STREET

24. 65' RT

CUT= 1.1 CY

25. 14' RT

EL 543. 97

-5

EL 544. 10

-10

30. 98' RT

-20

-15

EL 543. 92

-25

-20

30. 80' RT

-30

-25

EL 543. 92

-35

-30

25. 80' RT

-40 -35

EL 543. 85

-45 -40

23. 38' RT

-50 -45

EL 543. 81

WASHINGTON ST EL 543. 99

550

20. 25' RT

-50

EL 543. 87

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

SAN

8J, 9J

CUT= 3.47 SF

FILL= 0.09 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.30 SF STS

SHEET SEQUENCE:

OF 146

44+25.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 2.1 CY

CUT= 1.5 CY

-5

CUT= 2.5 CY 0 5

0 5 10

550

WASHINGTON ST

550 WASHINGTON ST

20 25

25 30

FILL= 0.1 CY

35 40

540 540

535

550

SAN

545 545

540 540

CUT= 4.22 SF

535 FILL= 0.06 SF 535

45+13.41

FILL= 0.0 CY

550

SAN

545

540 540

CUT= 1.96 SF

535 535

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

545

F. 636 537 0275

545

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

FILL= 0.1 CY

Chest er f i el d,M i ssour i63017

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

SAN

T. 636 537 5585

550

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

SHEET 58 OF 111

45+25.00

40 DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

535

docum entsi ntended to be

45+50.00 REV.DATE

FILL= 0.13 SF

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

535

W ASHI NGTON ST STA. 45+ 00 TO STA. 45+ 50

35. 00' RT

29. 29' RT

CUT= 1.98 SF

PU BLIC W O RK S

EL 544. 32

540

W ASHI NGTON ST CROSS SECTI ONS

29. 00' RT

540

TRA N SPO RTA TIO N

15 EL 544. 35

545

ROW PLANS

10 24. 00' RT

545

RESURFACI NG

EL 544. 11

WASHINGTON ST

29. 36' RT

550 20

29. 39' RT

EL 544. 52

29. 00' RT

EL 544. 52

24. 00' RT

EL 544. 45

23. 74' RT

EL 544. 53

550

W ASHI NGTON STREET

29. 41' RT

-5

EL 544. 28

CUT= 3.6 CY

22. 08' RT

EL 544. 40

-10

-5

EL 544. 22

-15

-10

29. 00' RT

-20

-15

EL 544. 38

-25

-20

24. 29' RT

-30

-25

EL 544. 49

WASHINGTON ST

24. 00' RT

-35

-30

20. 01' RT

550

EL 544. 14

-40 -35

EL 544. 30

-45 -40

20. 20' RT

-50 -45

EL 544. 41

-50

EL 544. 12

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

OH SAN

8J, 9J

CUT= 5.77 SF

FILL= 0.19 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.13 SF STS

SHEET SEQUENCE:

OF 146

45+00.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 1.9 CY

CUT= 1.4 CY

-5

CUT= 1.8 CY 0 5

0 5 10

550

WASHINGTON ST

550 WASHINGTON ST

15 20

SAN

540 540

535

35 40

FILL= 0.2 CY

550

545 545

540 540

CUT= 4.30 SF

535 FILL= 0.09 SF 535

45+87.14

FILL= 0.1 CY

550

SAN

545

540 540

CUT= 1.88 SF

535 535

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

545

SHEET 59 OF 111

545

PU BLIC W O RK S

SAN

W ASHI NGTON ST CROSS SECTI ONS

550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.3 CY

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

authori zed by m y sealare

35 DESCRI PTI ON

REVI SI ONS APP.

34. 35' RT

EL 543. 29

29. 35' RT

EL 543. 30

24. 29' RT

EL 543. 23

20. 57' RT

NOT FOR CONSTRUCTION

535

docum entsi ntended to be

46+23.54 REV.DATE

FILL= 0.09 SF

Ihereby speci f y thatthe

535

DI SCLAI M ER OF RESPONSI BI LI TY

CUT= 4.33 SF

TRA N SPO RTA TIO N

46+00.00 T. 636 537 5585

29. 71' RT

540

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

29. 00' RT EL 543. 65

EL 543. 67

540

ROW PLANS

24. 00' RT

EL 543. 59

545

RESURFACI NG

550

W ASHI NGTON STREET

10 20. 98' RT

545

W ASHI NGTON ST STA. 45+ 75 TO STA. 46+ 24

36. 30' RT

SAN

EL 543. 76

-5

29. 50' RT

-10

29. 43' RT

-15

EL 544. 35

-20

EL 543. 80

-25 25

29. 00' RT

WASHINGTON ST EL 543. 79

550

EL 544. 35

550 20

24. 36' RT

-30 15

EL 543. 76

-35 10

24. 00' RT

-40

EL 544. 27

-45 5

20. 53' RT

-50 EL 543. 20

WASHINGTON ST

20. 13' RT

CUT= 3.4 CY

EL 543. 58

EL 543. 70

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 3.57 SF

FILL= 0.71 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.17 SF STS

SHEET SEQUENCE:

OF 146

45+75.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25

-25 -20

-20 -15

-15 -10

-10 -5

-5

CUT= 0.2 CY

CUT= 1.8 CY

CUT= 3.0 CY 0 5

0 5 10

10 15

WASHINGTON ST

550

WASHINGTON ST

20 25

SAN

535

SAN

46+75.00 FILL= 0.1 CY

550

545 OH

545

540 540

CUT= 1.80 SF

535 FILL= 0.11 SF 535

46+50.00

FILL= 0.1 CY

550 550

545

540 540

CUT= 4.59 SF

535 535

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

540

545

SHEET 60 OF 111

35 545

PU BLIC W O RK S

550

W ASHI NGTON ST CROSS SECTI ONS

550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

FILL= 0.0 CY

F. 636 537 0275

EXI ST. ROW

DESCRI PTI ON

REVI SI ONS APP.

35. 35' RT

EL 542. 53

29. 52' RT

EL 542. 65

24. 43' RT

EL 542. 59

NOT FOR CONSTRUCTION

docum entsi ntended to be

46+93.07 REV.DATE

535

Ihereby speci f y thatthe

FILL= 0.09 SF

Chest er f i el d,M i ssour i63017

DI SCLAI M ER OF RESPONSI BI LI TY

540

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

545 EXI ST. ROW

535

TRA N SPO RTA TIO N

29. 00' RT

EL 543. 28

24. 00' RT

CUT= 4.89 SF

T. 636 537 5585

20 EL 543. 21

540

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

40 545

ROW PLANS

RESURFACI NG

23. 85' RT

550

W ASHI NGTON STREET

20. 53' RT

550

W ASHI NGTON ST STA. 46+ 25 TO STA. 46+ 93

-5

29. 34' RT

-10

EL 543. 62

-15

29. 00' RT

-20

EL 543. 61

SAN

24. 00' RT

WASHINGTON ST

34. 66' RT

-30 -25

EL 543. 33

-35 -30

29. 00' RT

-40 -35 15

EL 543. 33

-45 -40 10

24. 00' RT

-50 -45 5

EL 543. 26

CUT= 2.3 CY

EL 543. 54

-50 SAN

EL 543. 26

545

EL 542. 56

WASHINGTON ST

20. 31' RT

EL 543. 23

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

540

CUT= 2.03 SF

FILL= 0.05 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.09 SF STS

SHEET SEQUENCE:

OF 146

46+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\041-060_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25

-25 -20

-20 -15

-15 -10

-10 CUT= 1.8 CY

-5

CUT= 3.2 CY

-5

CUT= 7.5 CY 0 5

0 5

545

WASHINGTON ST SAN

WASHINGTON ST

545 SAN

15 20

25 30

40 45

47+50.00 FILL= 0.1 CY

550 550

545

540 540

CUT= 1.88 SF

535 FILL= 0.08 SF 535

47+25.00

FILL= 0.1 CY

550 550

540 540

CUT= 4.96 SF

535 535

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

535

545

SHEET 61 OF 111

540

PU BLIC W O RK S

545

W ASHI NGTON ST CROSS SECTI ONS

550

F. 636 537 0275

550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

NEW

P. S. E.

T. S. C. L.

35. 41' RT

EL 541. 28

NEW

27. 87' RT

EL 541. 47

EXI ST. ROW

22. 87' RT

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

535

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

45 BY

FILL= 0.00 SF

docum entsi ntended to be

48+22.04 REV.DATE

540

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

535

TRA N SPO RTA TIO N

EXI ST. ROW

CUT= 4.36 SF

T. 636 537 5585

29. 00' RT

EL 542. 77

540

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

545

ROW PLANS

24. 00' RT

EL 542. 70

EL 541. 23

WASHINGTON ST

RESURFACI NG

15 20. 11' RT

550

W ASHI NGTON STREET

15. 66' RT

550

W ASHI NGTON ST STA. 47+ 00 TO STA. 48+ 22

EXI ST. ROW

29. 25' RT

-5

EL 542. 99

-10

29. 00' RT

-15

EL 542. 96

-20 35

EXI ST. ROW

-30 -25

34. 67' RT

-35 -30

24. 00' RT

SAN

EL 542. 53

-40 -35 25

29. 00' RT

-45 -40 20

EL 542. 64

-50 -45 15

24. 00' RT

-50

EL 542. 89

545 10 OH

EL 542. 56

WASHINGTON ST EL 542. 53

CUT= 2.5 CY

20. 14' RT

EL 542. 59

545 EL 541. 35

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

540

CUT= 1.73 SF

FILL= 0.09 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.08 SF STS

SHEET SEQUENCE:

OF 146

47+00.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

545

CUT= 3.8 CY

-5

CUT= 0.5 CY 5

0 5 10

WASHINGTON ST

545

10 15

FILL= 0.48 SF

T. S. C. L.

25 30

30 35

35 40

48+75.00 FILL= 0.2 CY

550 550

545

540 540

535 535

48+50.00

FILL= 0.2 CY

550 550

540 540

CUT= 5.22 SF

535 535

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

545

SHEET 62 OF 111

540

PU BLIC W O RK S

545

W ASHI NGTON ST CROSS SECTI ONS

550

F. 636 537 0275

550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

T. 636 537 5585

530

DESCRI PTI ON

NEW

NOT FOR CONSTRUCTION

APP.

REVI SI ONS

FILL= 0.00 SF

authori zed by m y sealare

530 BY

CUT= 3.97 SF

docum entsi ntended to be

48+92.86 REV.DATE

535

Ihereby speci f y thatthe

535

DI SCLAI M ER OF RESPONSI BI LI TY

540

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

T. S. C. L.

540

ROW PLANS

T. S. C. L.

28. 88' RT

EL 540. 11

P. S. E.

545

RESURFACI NG

NEW

P. S. E.

NEW

EXI ST. ROW

19. 60' RT

EL 539. 97

550

W ASHI NGTON STREET

21. 11' RT

NEW

EXI ST. ESM T.

EXI ST. ROW

20. 70' RT

EL 540. 49

14. 50' RT

13. 87' RT EL 544. 92

550

W ASHI NGTON ST STA. 48+ 25 TO STA. 48+ 93

NEW

21. 75' RT

WASHINGTON ST

T. S. C. L.

NEW

-5

EL 540. 62

FILL= 0.00 SF

35. 38' RT

CUT= 2.97 SF

EL 541. 08

CUT= 2.9 CY

P. S. E.

EL 541. 31

-10

-5

NEW

535

P. S. E.

-15 -10

EXI ST. ROW

CUT= 3.40 SF

NEW

-20 -15

27. 75' RT

-25 -20

EL 541. 33

-30 -25

EXI ST. ROW

-35 -30

16. 34' RT

545

EL 540. 99

WASHINGTON ST

8. 73' RT

-40 -35 10

14. 40' RT

WASHINGTON ST

EL 541. 24

-45 -40 5

15. 42' RT

-50 -45

EL 539. 89

545

14. 20' RT

-50

EL 541. 34

CUT= 2.4 CY

EL 540. 40

EL 541. 18

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

540

535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.05 SF STS

SHEET SEQUENCE:

OF 146

48+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35

535

-30 -25 -20 -15 -10 -5

545 0

CUT= 1.4 CY

-5

CUT= 0.7 CY 5

0 5 10

WASHINGTON ST

10 15

T. S. C. L.

P. S. E.

20 25

25 30

30 35

550

545

540 540

535 535

CUT= 1.69 SF

530 FILL= 0.00 SF 530

49+25.00

FILL= 0.0 CY

550 550

545

540

535

CUT= 1.41 SF

530 530

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

540

SHEET 63 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

530

Chest er f i el d,M i ssour i63017

FILL= 0.00 SF

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

530

TRA N SPO RTA TIO N

CUT= 3.77 SF

T. 636 537 5585

535

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

20 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

19. 53' RT

P. S. E.

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

20. 68' RT

EL 539. 40

NEW

EXI ST. ROW

545

ROW PLANS

535 REV.DATE

540

DI SCLAI M ER OF RESPONSI BI LI TY

540

W ASHI NGTON ST STA. 49+ 00 TO STA. 49+ 50

NEW

EXI ST. ROW

EL 539. 01

14. 50' RT

13. 77' RT EL 538. 93

550

RESURFACI NG

WASHINGTON ST 19. 50' RT

EL 539. 73

CUT= 2.5 CY

14. 50' RT

550

W ASHI NGTON STREET

545 0

T. S. C. L.

-10

-5

NEW

-15

-10

P. S. E.

-20

-15

NEW

-25 -20

19. 82' RT

EL 539. 95

-30 -25

19. 50' RT

-35 -30

EXI ST. ROW

-40 -35 OH

EL 540. 00

-45 -40

14. 50' RT

-50 -45 EL 539. 12

WASHINGTON ST

13. 81' RT EL 539. 93

-50

EL 539. 66

545

EL 539. 82

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

49+50.00 FILL= 0.0 CY

550 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

49+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

WASHINGTON ST

CUT= 2.5 CY

CUT= 2.7 CY 5

0 5 10

545

WASHINGTON ST

10 15

540

15 20

P. S. E.

T. S. C. L.

30 35

540

535 535

CUT= 2.55 SF

530 FILL= 0.27 SF 530

49+75.00

FILL= 0.1 CY

550 550

545

540

535 535

CUT= 7.89 SF

530 530

540

SHEET 64 OF 111

PU BLIC W O RK S

545

W ASHI NGTON ST CROSS SECTI ONS

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

550

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

T. 636 537 5585

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

530 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

19. 50' RT

EL 538. 35

NEW

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

P. S. E.

EXI ST. ROW

540

ROW PLANS

FILL= 0.00 SF

DI SCLAI M ER OF RESPONSI BI LI TY

14. 50' RT

545

RESURFACI NG

20. 14' RT

EL 538. 56

535

W ASHI NGTON STREET

530

W ASHI NGTON ST STA. 49+ 62 TO STA. 50+ 00

NEW

20. 11' RT

EL 539. 04

T. S. C. L.

545 15

NEW

-5

NEW

CUT= 2.1 CY

19. 50' RT

29. 31' RT

-10

-5

EXI ST. ROW

CUT= 2.07 SF

EL 539. 64

-15

-10

EL 538. 84

535

P. S. E.

-20

-15

14. 50' RT

540

NEW

-25 -20

19. 50' RT

-30 -25

EL 538. 28

545

EXI ST. ROW

-35 -30

EL 538. 73

-40 -35

14. 50' RT

-45 -40

13. 91' RT EL 538. 77

WASHINGTON ST

13. 84' RT EL 538. 66

-50 -45

EL 538. 54

-50

EL 538. 65

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

50+00.00 FILL= 0.1 CY

550 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

OF 146

49+62.31

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 2.5 CY

-5

CUT= 5.1 CY 5

0 5 10

WASHINGTON ST

540

10 15

545

20 25

545

25 30

T. S. C. L.

FILL= 0.0 CY

545

540

535 535

CUT= 9.55 SF

530 FILL= 0.00 SF 530

50+32.34

FILL= 0.0 CY

545

535 535

CUT= 9.01 SF

530 530

540

SHEET 65 OF 111

PU BLIC W O RK S

50+50.00

W ASHI NGTON ST CROSS SECTI ONS

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

50 F. 636 537 0275

530 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

540

TRA N SPO RTA TIO N

545

T. 636 537 5585

545

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

45 DESCRI PTI ON

NEW

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

NOT FOR CONSTRUCTION

APP.

REVI SI ONS

19. 97' RT

NEW

540

ROW PLANS

authori zed by m y sealare

35 BY

530

docum entsi ntended to be

50+75.00 REV.DATE

FILL= 0.00 SF

Ihereby speci f y thatthe

530

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

EL 537. 46

535

RESURFACI NG

NEW

P. S. E.

EXI ST. ROW

19. 50' RT

EL 537. 31

545

W ASHI NGTON STREET

20. 42' RT

NEW

14. 50' RT

EL 537. 23

545

W ASHI NGTON ST STA. 50+ 25 TO STA. 50+ 75

NEW

30. 62' RT

EL 538. 71

T. S. C. L.

540

NEW

WASHINGTON ST

30. 62' RT

EL 538. 79

CUT= 4.2 CY

P. S. E.

540

NEW

535 EL 537. 95

WASHINGTON ST

P. S. E.

NEW

-5

19. 50' RT

CUT= 2.5 CY

EXI ST. ROW

EL 537. 65

CUT= 2.00 SF

21. 40' RT

-10

-5

14. 49' RT

535

EL 537. 84

-15

-10

19. 50' RT

-20

-15

EXI ST. ROW

-25

-20

EXI ST. ROW

-30

-25 OH

EL 537. 74

-35

-30

14. 50' RT

-40 -35

14. 50' RT

-45 -40

EL 537. 57

540

13. 91' RT EL 537. 66

WASHINGTON ST

13. 91' RT EL 537. 74

-50 -45

EL 537. 65

-50

EL 537. 71

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

535

CUT= 3.30 SF

FILL= 0.00 SF 530 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

100 OF 146

50+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 0.8 CY

-5

CUT= 4.4 CY 5

0 5 10

WASHINGTON ST

540

10 15

20 25

T. S. C. L.

35 40

FILL= 0.0 CY

545 545

540

535 535

CUT= 7.37 SF

530 FILL= 0.00 SF 530

51+02.91

FILL= 0.0 CY

545 545

535 535

CUT= 7.44 SF

530 530

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

540

SHEET 66 OF 111

PU BLIC W O RK S

530

W ASHI NGTON ST CROSS SECTI ONS

540

F. 636 537 0275

545

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

545

TRA N SPO RTA TIO N

51+25.00 T. 636 537 5585

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

authori zed by m y sealare

35 DESCRI PTI ON

REVI SI ONS APP.

NEW

T. S. C. L.

P. S. E.

NOT FOR CONSTRUCTION

530

docum entsi ntended to be

51+50.00 REV.DATE

535

Ihereby speci f y thatthe

530

DI SCLAI M ER OF RESPONSI BI LI TY

20. 20' RT

NEW

540

ROW PLANS

T. S. C. L.

EL 536. 46

535

RESURFACI NG

NEW

P. S. E.

EXI ST. ROW

19. 53' RT

EL 536. 24

545

W ASHI NGTON STREET

20. 11' RT

NEW

14. 53' RT

EL 536. 16

545

W ASHI NGTON ST STA. 51+ 00 TO STA. 51+ 50

NEW

29. 18' RT

T. S. C. L.

540

NEW

WASHINGTON ST

EL 537. 20

CUT= 2.17 SF EL 536. 76

535 25

29. 18' RT

EL 537. 19

CUT= 3.9 CY

P. S. E.

540

NEW

WASHINGTON ST 19. 50' RT

FILL= 0.00 SF

P. S. E.

EXI ST. ROW

CUT= 2.01 SF

NEW

-5

EL 536. 56

CUT= 1.9 CY

14. 50' RT

19. 50' RT

-10

-5

EXI ST. ROW

-15

-10

19. 50' RT

-20

-15

EXI ST. ROW

-25

-20

EL 536. 64

-30

-25 OH

EL 536. 65

-35

-30

14. 50' RT

-40 -35

14. 50' RT

-45 -40

EL 536. 48

540

13. 91' RT EL 536. 57

WASHINGTON ST

13. 90' RT EL 536. 57

-50 -45

EL 536. 55

-50

EL 536. 61

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

535

FILL= 0.00 SF 530 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

101 OF 146

51+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 0.2 CY

-5

CUT= 8.0 CY 5

0 5 10

WASHINGTON ST

540

10 15

20 25

30 35

40 45

FILL= 0.0 CY

545 545

540

535 535

CUT= 15.20 SF

530 FILL= 0.00 SF 530

51+75.34

FILL= 0.0 CY

545 545

540

535 535

CUT= 15.18 SF

530 530

SHEET 67 OF 111

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

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

530

F. 636 537 0275

535

Chest er f i el d,M i ssour i63017

540 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

FILL= 0.0 CY

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

545

TRA N SPO RTA TIO N

52+00.00 T. 636 537 5585

545

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

T. S. C. L.

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

NEW

EXI ST. ESM T.

P. S. E.

540

ROW PLANS

RESURFACI NG

40 BY

530

docum entsi ntended to be

52+25.00 REV.DATE

535

Ihereby speci f y thatthe

535

DI SCLAI M ER OF RESPONSI BI LI TY

20. 62' RT

EL 535. 54

NEW

EXI ST. ROW

20. 32' RT

EL 535. 45

545

W ASHI NGTON STREET

T. S. C. L.

12. 29' RT

13. 89' RT EL 535. 48

545

W ASHI NGTON ST STA. 51+ 75 TO STA. 52+ 25

T. S. C. L.

NEW

36. 69' RT

EL 537. 01

20 20. 61' RT

P. S. E.

T. S. C. L.

540

NEW

FILL= 0.06 SF

NEW

WASHINGTON ST

19. 47' RT

530

36. 69' RT

10 EXI ST. ROW

CUT= 1.74 SF

EL 537. 01

FILL= 0.00 SF

EL 535. 97

CUT= 2.80 SF

P. S. E.

CUT= 8.2 CY

NEW

540

P. S. E.

NEW

WASHINGTON ST

19. 50' RT

-5

EL 535. 56

CUT= 2.1 CY

14. 47' RT

EXI ST. ROW

-10

-5

19. 50' RT

-15

-10

EXI ST. ROW

-20

-15

EL 535. 55

-25

-20 OH

EL 535. 55

-30

-25

14. 50' RT

-35

-30

14. 50' RT

-40 -35

13. 90' RT EL 535. 48

OH EL 535. 19

540

EL 535. 48

-45 -40

EL 535. 49

WASHINGTON ST

13. 90' RT

-50 -45

EL 535. 47

-50

EL 535. 47

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

535

530 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

102 OF 146

51+75.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

540

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 1.1 CY

-5

CUT= 9.8 CY 5

0 5 10

10 15

15 20

30 35

35 40

535 535

530 530

CUT= 19.59 SF

525 FILL= 0.00 SF 525

52+51.54

FILL= 0.0 CY

545 545

540

WASHINGTON ST

535 535

530 530

CUT= 19.36 SF

525 525

SHEET 68 OF 111

540

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

545

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

525

T. 636 537 5585

FILL= 0.00 SF

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

525

ROW PLANS

CUT= 1.92 SF orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

535 BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

T. S. C. L.

P. S. E.

540

Ihereby speci f y thatthe

NEW

EXI ST. ROW

19. 50' RT

EL 534. 57

545

RESURFACI NG

530 DI SCLAI M ER OF RESPONSI BI LI TY

535

W ASHI NGTON ST STA. 52+ 50 TO STA. 52+ 75

39. 23' RT

EL 536. 81

20. 18' RT

EL 534. 80

14. 50' RT

545

W ASHI NGTON STREET

540

39. 23' RT

WASHINGTON ST

EL 536. 81

P. S. E.

CUT= 9.3 CY

NEW

P. S. E.

530

NEW

-5

19. 50' RT

-10

EXI ST. ROW

-15

19. 50' RT

-20

EXI ST. ROW

-25

EL 534. 71

-30 OH

EL 534. 71

-35

14. 50' RT

-40

14. 50' RT

-45 EL 534. 50

WASHINGTON ST

13. 90' RT EL 534. 63

-50

EL 534. 62

540

13. 89' RT EL 534. 63

EL 534. 64

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

52+75.00 FILL= 0.0 CY

545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

103 OF 146

52+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

530

-5 0

CUT= 2.0 CY 5 10

WASHINGTON ST

15 OH

NEW

20 25

540

535 535

530 530

CUT= 26.09 SF

525 FILL= 0.00 SF 525

53+19.81

FILL= 0.0 CY

545 545

540

535

530

CUT= 2.49 SF

525 525

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

545

535

SHEET 69 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

525

Chest er f i el d,M i ssour i63017

FILL= 0.00 SF

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

525

TRA N SPO RTA TIO N

CUT= 25.19 SF

T. 636 537 5585

530

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

30 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

42. 75' RT

EL 536. 27

P. S. E.

540

ROW PLANS

530 REV.DATE

535

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

545

RESURFACI NG

T. S. C. L.

42. 75' RT

535

W ASHI NGTON STREET

WASHINGTON ST EL 536. 23

P. S. E.

EXI ST. ROW

19. 50' RT

EL 534. 10

545

W ASHI NGTON ST STA. 53+ 00 TO STA. 53+ 25

T. S. C. L.

CUT= 10.5 CY 5

NEW

540

P. S. E.

NEW

CUT= 4.9 CY

14. 50' RT

WASHINGTON ST

22. 27' RT

EL 535. 52

540 0

EXI ST. ROW

-5

EXI ST. ROW

-10

19. 50' RT

-15

19. 42' RT

-20

EL 534. 14

-25 OH

EL 534. 57

-30

14. 50' RT

-35

14. 42' RT

-40 13. 40' RT EL 534. 03

EL 534. 08

540

13. 45' RT EL 534. 07

-45

EL 534. 05

-50

EL 534. 50

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

53+25.00 FILL= 0.0 CY

545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

104 OF 146

53+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45

530

-40 -35 -30 -25 -20 -15

-15 -10

-10 -5

530

-5 0

CUT= 2.1 CY

CUT= 12.9 CY 5

0 5

540 WASHINGTON ST

535

20 25

540

535

530

CUT= 2.30 SF

525 FILL= 0.00 SF 525

53+75.00

FILL= 0.0 CY

545 545

540

535 535

530

CUT= 2.23 SF

525 525

SHEET 70 OF 111

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

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

25 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

535

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

525

TRA N SPO RTA TIO N

FILL= 0.00 SF

T. 636 537 5585

525

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

CUT= 1.65 SF DI SCLAI M ER OF RESPONSI BI LI TY

540

ROW PLANS

19. 69' RT

T. S. C. L.

EXI ST. ESM T. NEW

EL 534. 11

EXI ST. ROW

19. 50' RT

EL 534. 05

545

RESURFACI NG

20 530

W ASHI NGTON STREET

WASHINGTON ST T. S. C. L.

14. 50' RT

EL 533. 97

545

W ASHI NGTON ST STA. 53+ 50 TO STA. 54+ 00

545

NEW

P. S. E.

NEW

CUT= 1.8 CY

20. 12' RT

EL 534. 37

EXI ST. ESM T.

-5

EXI ST. ROW

-10

T. S. C. L.

-20

-15

NEW

-25 -20

P. S. E.

-30 -25

19. 30' RT

530

NEW

-35 -30

EL 534. 10

535

20. 05' RT

EL 534. 56

-40 -35

EXI ST. ROW

-45 -40

19. 36' RT

-50 -45 OH

EL 534. 28

-50

14. 30' RT

WASHINGTON ST

14. 36' RT

540 EL 534. 02

540

EL 534. 21

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

54+00.00 FILL= 0.0 CY

545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

105 OF 146

53+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 3.2 CY 5

535

540 WASHINGTON ST

10 15

535

15 20

NEW

30 35

FILL= 0.0 CY

540

535

530 530

CUT= 5.03 SF

525 FILL= 0.00 SF 525

54+30.66

FILL= 0.0 CY

540

535

530 530

CUT= 5.26 SF

525 525

SHEET 71 OF 111

54+50.00

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

W ASHI NGTON ST CROSS SECTI ONS

45 F. 636 537 0275

525 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

535

TRA N SPO RTA TIO N

540

T. 636 537 5585

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

NOT FOR CONSTRUCTION

DESCRI PTI ON

535

ROW PLANS

35 APP.

525

authori zed by m y sealare

FILL= 0.00 SF

REVI SI ONS

CUT= 2.00 SF

RESURFACI NG

30 BY

530

docum entsi ntended to be

54+75.00 REV.DATE

NEW

T. S. C. L.

P. S. E.

540

Ihereby speci f y thatthe

525

DI SCLAI M ER OF RESPONSI BI LI TY

19. 79' RT

EL 533. 41

EXI ST. ROW

19. 39' RT

EL 533. 28

545

W ASHI NGTON STREET

T. S. C. L.

P. S. E.

14. 39' RT

545

W ASHI NGTON ST STA. 54+ 25 TO STA. 54+ 75

T. S. C. L.

26. 35' RT

EL 533. 95

NEW

T. S. C. L.

10 OH

NEW

WASHINGTON ST

15 19. 81' RT

EL 533. 64

530

26. 35' RT

540

EL 534. 03

CUT= 1.1 CY 5

10 OH

EXI ST. ROW

535

P. S. E.

WASHINGTON ST

NEW

540 19. 33' RT

530

P. S. E.

EL 533. 21

540

NEW

CUT= 2.5 CY

EXI ST. ROW

EL 533. 48

535

EXI ST. ROW

-5

14. 33' RT

CUT= 1.9 CY

EL 533. 40

19. 50' RT

-10

-5

19. 50' RT

-15

-10

EL 533. 61

-20

-15 OH

EL 533. 67

-25

-20

14. 50' RT

-30

-25

14. 47' RT

-35

-30

EL 533. 54

-40 -35

13. 29' RT

-45 -40

EL 533. 59

-50 -45

EL 533. 52

WASHINGTON ST

13. 30' RT

-50

EL 533. 62

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

530

CUT= 2.04 SF

FILL= 0.00 SF 525 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

106 OF 146

54+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0

CUT= 1.9 CY

-5

CUT= 1.9 CY 5

0 5

WASHINGTON ST

535

WASHINGTON ST

535 OH

540

530

CUT= 2.01 SF

20 25

55+50.00 FILL= 0.0 CY

540 540

535

530 530

CUT= 2.03 SF

525 FILL= 0.00 SF 525

55+25.00

FILL= 0.0 CY

540

530

525 525

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

535

SHEET 72 OF 111

PU BLIC W O RK S

525

W ASHI NGTON ST CROSS SECTI ONS

535

F. 636 537 0275

540

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

T. 636 537 5585

authori zed by m y sealare

525

DESCRI PTI ON

NEW

T. S. C. L.

32. 79' RT

EL 534. 14

EXI ST. ROW

19. 62' RT

EL 532. 95

NOT FOR CONSTRUCTION

APP.

REVI SI ONS

FILL= 0.00 SF

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

30 BY

CUT= 11.45 SF

docum entsi ntended to be

55+75.00 REV.DATE

530

Ihereby speci f y thatthe

525

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

25 535

ROW PLANS

NEW

P. S. E.

530

RESURFACI NG

19. 38' RT

NEW

540

W ASHI NGTON STREET

EXI ST. ROW

18. 39' RT

14. 62' RT

EL 532. 88

13. 45' RT

540

W ASHI NGTON ST STA. 55+ 00 TO STA. 55+ 75

T. S. C. L.

CUT= 1.2 CY

NEW

CUT= 0.56 SF EL 532. 77

530

P. S. E.

OH OH EL 532. 76

540

NEW

EXI ST. ROW

535

19. 80' RT

WASHINGTON ST

EL 533. 01

-5

19. 50' RT

CUT= 5.6 CY

T. S. C. L.

-10

NEW

-15 -10

-5

19. 79' RT

-20 -15

-10

P. S. E.

-25 -20

-15

NEW

-30 -25

-20

EL 533. 21

-35 -30

-25

EXI ST. ROW

-40 -35

-30

19. 44' RT

-45 -40 -35

EL 533. 10

-50 -45 -40 OH

EL 532. 91

OH STM

14. 50' RT

535 EL 532. 83

WASHINGTON ST

14. 44' RT

-50 -45

EL 532. 84

-50

EL 533. 02

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

530

FILL= 0.00 SF 525 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

107 OF 146

55+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-10 -5

CUT= 0.7 CY

CUT= 1.7 CY

CUT= 5.8 CY

0 STM

WASHINGTON ST

535 OH

540

WASHINGTON ST

530

CUT= 1.96 SF

10 15

OH STM

540

25 30

30 35

535

525

56+75.00 FILL= 0.0 CY

540

535 535

530

525 FILL= 0.00 SF 525

56+00.00

FILL= 0.0 CY

540

530 530

CUT= 11.44 SF

525 525

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

535

SHEET 73 OF 111

540

PU BLIC W O RK S

40 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

40 DESCRI PTI ON

REVI SI ONS APP.

20. 06' RT

EL 533. 98

EXI ST. ROW

NOT FOR CONSTRUCTION

525

Chest er f i el d,M i ssour i63017

REV.DATE

530

Ihereby speci f y thatthe

535

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

TRA N SPO RTA TIO N

DI SCLAI M ER OF RESPONSI BI LI TY

FILL= 0.00 SF

T. 636 537 5585

EXI ST. ROW

525

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

20. 53' RT

EL 534. 13

535

ROW PLANS

CUT= 2.24 SF

25 540

RESURFACI NG

10 STM 20. 06' RT

545

W ASHI NGTON STREET

15. 06' RT

EL 533. 90

545

W ASHI NGTON ST STA. 55+ 77 TO STA. 57+ 00

EL 534. 17

WASHINGTON ST

EXI ST. ROW

FILL= 0.0 CY

20. 62' RT

57+00.00

20. 71' RT

530 EL 534. 34

540

20. 05' RT

-5

EL 533. 87

CUT= 2.0 CY

EL 533. 88

T. S. C. L.

-15 -10

-5

NEW

-20 -15

-10

32. 85' RT

-25 -20

-15

EL 534. 14

-30 -25

-20

15. 06' RT

CUT= 2.07 SF

EXI ST. ROW

-35 -30

-25

EL 534. 10

530

19. 68' RT

-40 -35

-30 STM

EL 532. 96

-45 -40 -35

15. 05' RT

WASHINGTON ST

14. 66' RT

-50 -45 -40

EL 533. 79

540

EL 532. 89

-50 -45

13. 49' RT

-50

EL 532. 87

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

530

FILL= 0.00 SF 525 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

108 OF 146

55+76.62

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 0

CUT= 5.7 CY

-5

CUT= 2.0 CY 5

0 5

WASHINGTON ST

540 WASHINGTON ST

10 15

SAN

STM

530

CUT= 2.21 SF

20 25

535 535

530 530

CUT= 15.02 SF

525 FILL= 0.06 SF 525

57+42.73

FILL= 0.0 CY

545 545

540

535 535

530

525 525

SHEET 74 OF 111

540

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

545

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

525

Chest er f i el d,M i ssour i63017

FILL= 0.03 SF

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

525

TRA N SPO RTA TIO N

CUT= 3.87 SF

T. 636 537 5585

530

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

530

ROW PLANS

40 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

540

Ihereby speci f y thatthe

545

RESURFACI NG

535 REV.DATE

535

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

T. S. C. L.

EXI ST. ROW

21. 73' RT

20. 05' RT EL 533. 73

EL 533. 17

SAN

W ASHI NGTON ST STA. 57+ 25 TO STA. 57+ 50

T. S. C. L.

15. 05' RT

EL 533. 10

545

W ASHI NGTON STREET

540

NEW

37. 25' RT

EL 535. 01

EXI ST. ROW

CUT= 2.5 CY

21. 31' RT

EL 534. 20

-5

20. 05' RT

-10

EL 533. 26

-15 14. 78' RT

540

20. 05' RT

-20 STM

EL 533. 73

-25

15. 05' RT

-30

15. 05' RT

-35

EL 533. 18

-40 EL 533. 26

WASHINGTON ST

14. 74' RT

-45

EL 533. 66

-50

EL 533. 19

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

57+50.00 FILL= 0.0 CY

545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

109 OF 146

57+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10

530

CUT= 2.39 SF

CUT= 2.6 CY

-5

CUT= 3.3 CY 5

0 5

WASHINGTON ST

540 WASHINGTON ST

535

10 15

STM

535

STM

530

CUT= 3.31 SF

20. 53' RT

EL 533. 64

540

NEW

T. S. C. L.

P. S. E.

20 25

FILL= 0.0 CY

540

535

530

525 FILL= 0.00 SF 525

58+00.00

FILL= 0.0 CY

540

530

525 525

535

SHEET 75 OF 111

PU BLIC W O RK S

58+25.00

W ASHI NGTON ST CROSS SECTI ONS

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

50 F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

30 T. 636 537 5585

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

525 T. S. C. L.

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

535

ROW PLANS

NEW

P. S. E.

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

545

RESURFACI NG

540

W ASHI NGTON STREET

21. 55' RT

EL 534. 42

NEW

EXI ST. ROW

20. 03' RT

EL 533. 91

545

W ASHI NGTON ST STA. 57+ 75 TO STA. 58+ 25

NEW

535

20. 52' RT

-5

EXI ST. ROW

CUT= 2.5 CY

20. 03' RT

T. S. C. L.

-10

-5

EL 533. 50

530

NEW

-15 -10

EL 533. 21

-20 -15

P. S. E.

-25 -20

NEW

-30 -25 STM

EXI ST. ROW

-35 -30

20. 04' RT

-40 -35 15. 03' RT

WASHINGTON ST

EL 533. 08

-45 -40

15. 03' RT

EL 533. 84

540

15. 04' RT

-50 -45

EL 533. 42

-50

EL 533. 00

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

530

CUT= 2.91 SF

FILL= 0.00 SF 525 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

110 OF 146

57+75.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

WASHINGTON ST

CUT= 4.0 CY

CUT= 7.5 CY 5

0 5 10

540

WASHINGTON ST

10 15 STM

STM

535 NEW

P. S. E.

30 35

535

40 535

530 530

CUT= 7.45 SF

525 FILL= 0.09 SF 525

58+50.00

FILL= 0.0 CY

545 545

540

530 530

CUT= 20.41 SF

525 525

535

SHEET 76 OF 111

PU BLIC W O RK S

540

W ASHI NGTON ST CROSS SECTI ONS

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

FILL= 0.0 CY

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

525

T. 636 537 5585

530

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

530 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

540

ROW PLANS

EXI ST. ROW

23. 01' RT

EL 535. 34

20. 02' RT

EL 534. 34

545

RESURFACI NG

535 DI SCLAI M ER OF RESPONSI BI LI TY

535

W ASHI NGTON STREET

15. 02' RT

EL 534. 26

545

W ASHI NGTON ST STA. 58+ 42 TO STA. 58+ 75

T. S. C. L.

30. 87' RT

EL 534. 90

NEW

EXI ST. ROW

20. 02' RT

EL 533. 86

T. S. C. L.

540 15

NEW

-5

15. 02' RT

CUT= 4.5 CY

EL 533. 79

39. 53' RT

-10

-5

EL 534. 64

-15

-10

P. S. E.

-20 -15

NEW

-25 -20

20. 03' RT

-30 -25

STM

EXI ST. ROW

-35 -30

EL 533. 78

-40 -35

15. 03' RT

-45 -40

14. 43' RT

WASHINGTON ST

EL 533. 71

-50 -45

EL 533. 86

540

14. 43' RT

-50

EL 533. 69

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 2.21 SF

FILL= 0.00 SF 525

58+75.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

111 OF 146

58+42.29

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15 -10 CUT= 4.1 CY

-5

CUT= 2.7 CY 5

0 5 10

540 WASHINGTON ST

10 15

STM

20 25

35 40

535 535

530 530

CUT= 13.81 SF

525 FILL= 0.00 SF 525

59+12.53

FILL= 0.0 CY

545 545

540

535 535

530 530

CUT= 3.65 SF

525 525

SHEET 77 OF 111

540

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

545

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

525

Chest er f i el d,M i ssour i63017

FILL= 0.06 SF

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

525

TRA N SPO RTA TIO N

CUT= 4.43 SF

T. 636 537 5585

530

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

40 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

T. S. C. L.

540

ROW PLANS

530 REV.DATE

535

DI SCLAI M ER OF RESPONSI BI LI TY

NEW

545

RESURFACI NG

T. S. C. L.

535

W ASHI NGTON ST STA. 59+ 00 TO STA. 59+ 25

NEW

38. 31' RT

EL 536. 85

EXI ST. ROW

22. 16' RT

EL 535. 59

20. 01' RT

EL 534. 87

15. 01' RT

EL 534. 80

14. 49' RT

EL 534. 91

545

W ASHI NGTON STREET

WASHINGTON ST EXI ST. ROW

T. S. C. L.

540

NEW

EXI ST. ROW

CUT= 4.2 CY

22. 75' RT

EL 535. 75

-5

20. 01' RT

-10

20. 01' RT

-15

EL 534. 72

-20 STM

EL 534. 84

-25

15. 01' RT

-30

15. 01' RT

-35

EL 534. 64

-40

14. 48' RT

-45

EL 534. 76

-50

EL 534. 64

WASHINGTON ST

14. 47' RT

540

EL 534. 48

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

59+25.00 FILL= 0.0 CY

545 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.10 SF STS

SHEET SEQUENCE:

112 OF 146

59+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20 -15

-15 -10

-10 -5 0

CUT= 6.7 CY

-5

CUT= 3.3 CY 5

0 5

WASHINGTON ST

540

WASHINGTON ST

540

10 15

STM

CUT= 2.73 SF

FILL= 0.00 SF

530

20 25

FILL= 0.0 CY

545 545

540

535 535

CUT= 11.75 SF

530 FILL= 0.00 SF 530

59+75.00

FILL= 0.0 CY

545 545

535 535

530

540

SHEET 78 OF 111

PU BLIC W O RK S

59+83.13

W ASHI NGTON ST CROSS SECTI ONS

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

50 F. 636 537 0275

530

Chest er f i el d,M i ssour i63017

535

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

FILL= 0.0 CY

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

540

TRA N SPO RTA TIO N

545

T. 636 537 5585

545

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

authori zed by m y sealare

530

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

FILL= 0.00 SF APP.

540

ROW PLANS

45 BY

CUT= 3.89 SF

docum entsi ntended to be

60+00.00 REV.DATE

535

Ihereby speci f y thatthe

530

DI SCLAI M ER OF RESPONSI BI LI TY

535

RESURFACI NG

T. S. C. L.

EXI ST. ROW

22. 07' RT

EL 536. 71

19. 99' RT

EL 536. 05

545

W ASHI NGTON STREET

NEW

43. 91' RT

EL 537. 73

EXI ST. ROW

19. 99' RT

EL 535. 52

14. 99' RT

EL 535. 98

545

W ASHI NGTON ST STA. 59+ 50 TO STA. 60+ 00

T. S. C. L.

NEW

34. 44' RT

EL 537. 36

CUT= 3.5 CY

STM

EXI ST. ROW

540

19. 99' RT

WASHINGTON ST

EL 535. 44

14. 99' RT

CUT= 4.8 CY

14. 99' RT

EL 535. 45

-5

14. 53' RT

-10

EXI ST. ROW

-20

-15

21. 60' RT

-25

-20

EL 535. 83

-30

-25

20. 00' RT

-35

-30 STM

EL 535. 35

-40 -35

EL 535. 37

540

14. 52' RT

WASHINGTON ST

15. 00' RT

-45 -40

EL 535. 27

-50 -45

EL 535. 43

-50

EL 535. 36

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

535

CUT= 11.47 SF

FILL= 0.00 SF 530 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

113 OF 146

59+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30

-30 -25

-25 -20

-20 -15

-15 -10

-10 CUT= 2.7 CY

-5

CUT= 1.8 CY

-5

CUT= 2.7 CY 0 5

0 5

WASHINGTON ST

540

WASHINGTON ST

540

CUT= 1.85 SF

FILL= 0.00 SF

530

STM

CUT= 2.01 SF

530 FILL= 0.00 SF

20 25

535

530

60+75.00 FILL= 0.0 CY

545 545

540

535 535

530

60+50.00

FILL= 0.0 CY

545 545

535 535

530

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

540

SHEET 79 OF 111

545

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

FILL= 0.0 CY

DESCRI PTI ON

REVI SI ONS APP.

14. 97' RT

EL 536. 76

NEW

T. S. C. L.

36. 07' RT

EL 538. 56

EXI ST. ROW

20. 00' RT

EL 536. 82

NOT FOR CONSTRUCTION

REV.DATE

60+83.35

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Ihereby speci f y thatthe

530

Chest er f i el d,M i ssour i63017

DI SCLAI M ER OF RESPONSI BI LI TY

535

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

545 T. S. C. L.

FILL= 0.13 SF

TRA N SPO RTA TIO N

25 NEW

EXI ST. ROW

530

T. 636 537 5585

21. 95' RT

EL 537. 58

19. 97' RT

EL 536. 92

CUT= 13.34 SF

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

540

ROW PLANS

10 14. 97' RT

535

RESURFACI NG

25 545

W ASHI NGTON STREET

14. 30' RT

545

W ASHI NGTON ST STA. 60+ 25 TO STA. 60+ 83

-5

EXI ST. ROW

-10

19. 98' RT

-15

20. 48' RT

-20

EL 536. 71

-25 20

EXI ST. ROW

-35 -30 STM

19. 98' RT

-40 -35

EL 536. 88

540 15

20. 29' RT

-45 -40 10

STM

EL 536. 37

-50 -45

EL 536. 47

-50 5

14. 98' RT

540

14. 98' RT

WASHINGTON ST EL 536. 84

CUT= 2.7 CY

EL 536. 64

EL 536. 30

WASHINGTON ST EL 536. 76

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

535

CUT= 3.82 SF

FILL= 0.00 SF 530 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

114 OF 146

60+25.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

-50 -45 -40 -35 -30 -25 -20

540

-15 -10 CUT= 7.0 CY

-5

CUT= 4.8 CY 0 5

WASHINGTON ST

SAN

CUT= 2.31 SF

FILL= 0.00 SF

STM

530

545

535

530 545

540

61+25.00 FILL= 1.0 CY

545

535

530

540

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

FILL= 0.3 CY l i mi ted to the desi gn aspectsof

DESCRI PTI ON

REVI SI ONS APP.

NEW

T. S. C. L.

EXI ST. ROW

NOT FOR CONSTRUCTION

authori zed by m y sealare

docum entsi ntended to be

61+75.00 REV.DATE

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

28. 59' RT

EL 538. 19

28. 46' RT

EL 538. 14

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

SHEET 80 OF 111

10 27. 96' RT

530

PU BLIC W O RK S

EL 537. 82

FILL= 0.00 SF

W ASHI NGTON ST CROSS SECTI ONS

STM 22. 96' RT

530

F. 636 537 0275

WASHINGTON ST 22. 46' RT

535

Chest er f i el d,M i ssour i63017

SAN

20 540

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

EL 537. 74

CUT= 5.20 SF

TRA N SPO RTA TIO N

-5

EL 537. 81

CUT= 3.0 CY

T. 636 537 5585

-10

18. 62' RT

535

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

-15

STM

ROW PLANS

-20

-5

EL 537. 86

EXIST DRAINAGE INLET

RESURFACI NG

21. 67' LT

21. 95' LT

EL 538. 52

24. 00' LT

EL 538. 51

29. 00' LT

EL 538. 58

36. 70' LT

EL 538. 67

WASHINGTON ST 545

W ASHI NGTON STREET

540 -10

W ASHI NGTON ST STA. 61+ 00 TO STA. 61+ 75

23. 50' LT EL 538. 22

-15

EXI ST. ROW

-25

EL 538. 25

24. 00' LT

EL 538. 02

29. 00' LT

EL 538. 08

545 -20

20. 31' RT

-30

-25

20. 88' RT

-35

-30

EL 537. 66

-40 -35

SAN

EL 537. 47

-45 -40

14. 97' RT

-50 -45

29. 50' LT

EL 538. 25

-50

29. 76' LT

540 OH

EL 537. 41

535 EL 538. 33

545

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

535

CUT= 12.76 SF

FILL= 2.19 SF 530 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

115 OF 146

61+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\061-080_AR-1719_X-Sections.dgn

545

540

-50 -45 -40 -35 -30 -25

-25 OH

-20

-20 -15

-15 -10

-10 CUT= 2.5 CY

530

-5

CUT= 1.5 CY

-5

CUT= 4.0 CY

540 540

535 535

0 5 10 15 20

WASHINGTON ST

SAN

25 30

545

WASHINGTON ST

SAN

540 540

535 535

530

62+25.00 FILL= 0.0 CY

545

WASHINGTON ST

SAN

CUT= 4.42 SF

FILL= 0.00 SF

530

62+10.35

FILL= 0.0 CY

545

535 535

CUT= 3.44 SF

530 530

540

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

FILL= 0.0 CY

responsi bi l i ty f oral lother

62+50.00

thi ssheet,and Ihereby di scl ai m

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

SHEET 81 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

-5

l i mi ted to the desi gn aspectsof

CUT= 3.2 CY

T. 636 537 5585

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

-10

-5 DESCRI PTI ON

15. 87' LT

EL 539. 28

24. 00' LT

EL 539. 46

29. 00' LT

EL 539. 53

EXI ST. ROW

NOT FOR CONSTRUCTION

APP.

530

ROW PLANS

FILL= 0.00 SF

REVI SI ONS

CUT= 2.19 SF

authori zed by m y sealare

530 BY

535

docum entsi ntended to be

-10 REV.DATE

535

Ihereby speci f y thatthe

540

DI SCLAI M ER OF RESPONSI BI LI TY

540

RESURFACI NG

-15

545

W ASHI NGTON STREET

-20 15. 89' LT

-15

W ASHI NGTON ST STA. 62+ 00 TO STA. 62+ 50

24. 00' LT

EL 538. 97

15. 89' LT

-25

EL 538. 71

24. 00' LT

EL 539. 17

29. 00' LT

-20

EXI ST. ROW

-30 EL 539. 01

-30

15. 90' LT

-35

-25

EL 538. 58

-40 -35 EL 539. 25

EXI ST. ROW

545 -30

24. 00' LT

-45 -40 -35

EL 538. 90

-50 -45 -40

29. 00' LT

-50 -45

EL 539. 09

-50

29. 00' LT

545 EXI ST. ROW

545

EL 538. 98

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

WASHINGTON ST MSD BASE MAP:

SAN

8J, 9J

CUT= 4.71 SF

FILL= 0.00 SF 530 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

116 OF 146

62+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

545

-50 -45 -40 -35 -30

-30 -25 OH

-25 -20

-20 -15

-15 -10

-10 -5 0

CUT= 1.2 CY

550

540

535

530

-5

CUT= 2.0 CY 5

CUT= 3.96 SF

530

550

WASHINGTON ST 545

SAN

540 540

535 535

CUT= 4.35 SF

530 FILL= 0.00 SF 530

45 50

62+75.00

FILL= 0.0 CY

550

545

WASHINGTON ST

SAN

535

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

CUT= 3.3 CY

540

SHEET 82 OF 111

PU BLIC W O RK S

-5

W ASHI NGTON ST CROSS SECTI ONS

-10

F. 636 537 0275

-15

Chest er f i el d,M i ssour i63017

535

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

FILL= 0.87 SF

TRA N SPO RTA TIO N

CUT= 2.80 SF

T. 636 537 5585

540

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

535 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

545

Ihereby speci f y thatthe

WASHINGTON ST

ROW PLANS

540

DI SCLAI M ER OF RESPONSI BI LI TY

550

RESURFACI NG

16. 35' LT

EL 540. 46

SAN

W ASHI NGTON STREET

24. 00' LT

EL 540. 22

29. 00' LT

EL 540. 30

29. 51' LT

550

W ASHI NGTON ST STA. 62+ 67 TO STA. 63+ 00

-20

15. 86' LT

-25

EL 539. 80

24. 00' LT

EL 539. 83

29. 00' LT

EL 540. 27

EXI ST. ROW

15. 86' LT

-35 -30

EL 539. 65

-40 -35

24. 00' LT

-45 -40

EL 539. 72

-50 -45

EL 539. 91

-50

29. 00' LT

545 EXI ST. ROW

545

EL 539. 79

EXI ST. ROW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

63+00.00 FILL= 0.4 CY

550 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

117 OF 146

62+67.17

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

545

-50 -45 -40 -35 -30 -25 24. 00' LT

-25 OH

-20

-20 -15

-15 -10

-10 CUT= 5.2 CY

550

540

535

-5

CUT= 2.6 CY

-5

CUT= 5.2 CY 0 5 10 15 20 25 30

550 550

WASHINGTON ST 545

540

535

63+50.00 FILL= 0.0 CY

550

WASHINGTON ST 545

SAN

540

CUT= 7.75 SF

FILL= 0.00 SF

535

63+33.66

FILL= 0.0 CY

550 550

WASHINGTON ST

540 540

CUT= 8.34

535 535

545

SAN

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

FILL= 0.0 CY

Draw i ngs,Speci f i cati ons,

63+75.00

responsi bi l i ty f oral lother

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

SHEET 83 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

thi ssheet,and Ihereby di scl ai m

NOT FOR CONSTRUCTION

545

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

TRA N SPO RTA TIO N

-5

l i mi ted to the desi gn aspectsof

CUT= 5.5 CY

T. 636 537 5585

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

-10

-5 DESCRI PTI ON

WASHINGTON ST

ROW PLANS

535

authori zed by m y sealare

FILL= 0.04 SF

REVI SI ONS

CUT= 2.38 SF APP.

540

RESURFACI NG

-15

-10 BY

540

docum entsi ntended to be

-15 REV.DATE

SAN

Ihereby speci f y thatthe

550

W ASHI NGTON STREET

24. 00' LT

EL 541. 74

29. 00' LT

EL 541. 82

EXI ST. ROW

550

DI SCLAI M ER OF RESPONSI BI LI TY

29. 14' LT

EL 541. 91

W ASHI NGTON ST STA. 63+ 25 TO STA. 63+ 75

-20 15. 75' LT

EL 540. 71

24. 00' LT

EL 541. 33

29. 00' LT

15. 83' LT

-25

EL 540. 49

29. 46' LT

-20

15. 75' LT

-30 EL 540. 91

-30 EL 541. 40

-25

EL 540. 32

-35

-30

24. 00' LT

-40 29. 00' LT

-35 EL 541. 55

EXI ST. ROW

-35

EL 540. 99

-40

EXI ST. ROW

-40

EL 540. 69

-45 36. 81' LT

T. S. C. L.

535

29. 00' LT

-50 -45

EL 541. 28

NEW

545

EL 540. 77

545 T. S. C. L.

545

36. 74' LT

NEW

-50 -45

EL 540. 99

T. S. C. L.

-50

EXI ST. ROW

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

SAN

540

CUT= 9.48 SF

FILL= 0.05 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

118 OF 146

63+25.00

FILL= 0.4 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

545

-50 -45 -40 -35 -30

-30

-25 24. 00' LT

-25 -20

-20

-15

-15 -10

-10

535

CUT= 5.0 CY

-5

CUT= 2.3 CY

-5

CUT= 2.1 CY

0 5

64+50.00 FILL= 0.5 CY

550 550

WASHINGTON ST

SAN

545

540 540

CUT= 2.66 SF

535 FILL= 0.06 SF 535

64+25.00

FILL= 0.1 CY

550 550

WASHINGTON ST

SAN

540 540

CUT= 2.24 SF

535 535

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

540

545

SHEET 84 OF 111

545

PU BLIC W O RK S

SAN

W ASHI NGTON ST CROSS SECTI ONS

WASHINGTON ST

F. 636 537 0275

550

Chest er f i el d,M i ssour i63017

550

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

-5 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

FILL= 0.3 CY

15. 76' LT

NOT FOR CONSTRUCTION

DESCRI PTI ON

545

thi ssheet,and Ihereby di scl ai m

64+65.95

l i mi ted to the desi gn aspectsof

0 APP.

535

authori zed by m y sealare

CUT= 4.9 CY

TRA N SPO RTA TIO N

-10

-5

T. 636 537 5585

-15

-10

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

-20

SAN

ROW PLANS

-15 REVI SI ONS

FILL= 0.00 SF

docum entsi ntended to be

-20 BY

535

REV.DATE

CUT= 8.45 SF

Ihereby speci f y thatthe

540

RESURFACI NG

-25

EL 542. 91

24. 00' LT

EL 543. 10

29. 00' LT

EL 543. 17

EXI ST. ROW

37. 15' LT

550

W ASHI NGTON STREET

540

DI SCLAI M ER OF RESPONSI BI LI TY

T. S. C. L.

EL 543. 35

15. 77' LT

-25

EL 542. 64

24. 00' LT

EL 542. 74

29. 00' LT

EL 542. 81

NEW

550

W ASHI NGTON ST STA. 64+ 00 TO STA. 64+ 66

-30

24. 00' LT

EL 542. 41

29. 00' LT

30. 35' LT

EXI ST. ROW

-30

EL 542. 12

-35

29. 00' LT

-40 -35

29. 28' LT

-45 -40 -35

EL 542. 19

-50 -45 -40

EL 542. 49

-50 -45

29. 22' LT

EL 542. 62

545 EXI ST. ROW

-50

EL 543. 10

T. S. C. L.

545

EL 542. 23

EXI ST. ROW

545 NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

WASHINGTON ST 8J, 9J

540

CUT= 8.23 SF

FILL= 0.93 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.09 SF STS

SHEET SEQUENCE:

119 OF 146

64+00.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

545 550

-50 -45 -40 -35 -30 SAN

-25 24. 00' LT

EL 543. 90

-25 OH

-20

-20 -15

-15 -10

-10 CUT= 1.8 CY

-5

CUT= 4.8 CY

-5

CUT= 2.8 CY 0 5

0 5 10

10 15

65+25.00 FILL= 1.5 CY

550

WASHINGTON ST

SAN

545 545

540 540

CUT= 1.84 SF

535 FILL= 3.03 SF 535

65+00.00

FILL= 1.4 CY

WASHINGTON ST 550

SAN

540 540

CUT= 8.47 SF

535 535

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

545

SHEET 85 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

0 F. 636 537 0275

-5

Chest er f i el d,M i ssour i63017

-10

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

535

TRA N SPO RTA TIO N

545

T. 636 537 5585

545

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

SAN

ROW PLANS

-15

550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

555

RESURFACI NG

WASHINGTON ST

W ASHI NGTON STREET

16. 29' LT

EL 544. 47

24. 00' LT

EL 544. 39

29. 00' LT

EL 544. 47

EXI ST. ROW

555

W ASHI NGTON ST STA. 64+ 75 TO STA. 65+ 25

-20

15. 75' LT

-25

EL 543. 57

29. 15' LT

EL 544. 47

15. 76' LT

-30 SAN

EL 543. 19

-35 SAN

24. 00' LT

-40 -30

EL 543. 31

-35

29. 00' LT

-40

EL 543. 97

540

29. 00' LT

550 EXI ST. ROW

550

EL 543. 39

-45

37. 15' LT

-50 -45

EL 543. 45

T. S. C. L.

-50

EXI ST. ROW

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

540

CUT= 2.01 SF

FILL= 0.25 SF 535 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

120 OF 146

64+75.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

550

-50 -45 -40 -35 -30 SAN

-30

SAN

-25 OH

-25

-20

-20 -15

-15 -10

-10 -5 0

CUT= 2.4 CY

-5

CUT= 1.9 CY 5

0 5 10

WASHINGTON ST 550

OH SAN

545 545

540

FILL= 0.0 CY

555 555

WASHINGTON ST 550

SAN

545 545

CUT= 3.30 SF

FILL= 0.09 SF 540

65+75.00

FILL= 0.2 CY

555 555

WASHINGTON ST 550

SAN

545 545

540 540

CUT= 1.99 SF

535 535

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

555

Property i nf orm ati on,orother

555

Esti m ates,Reports,Surveys,

FILL= 0.0 CY

Draw i ngs,Speci f i cati ons,

66+75.00

responsi bi l i ty f oral lother

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

SHEET 86 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

CUT= 1.7 CY

thi ssheet,and Ihereby di scl ai m

NOT FOR CONSTRUCTION

545

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

TRA N SPO RTA TIO N

-5

l i mi ted to the desi gn aspectsof

CUT= 2.7

T. 636 537 5585

-10

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

SAN

ROW PLANS

-15

-5

authori zed by m y sealare

540 DESCRI PTI ON

22. 30' LT

24. 00' LT EL 548. 61

EL 548. 49

29. 00' LT

EL 548. 56

EXI ST. ROW

WASHINGTON ST

RESURFACI NG

-20

-10 REVI SI ONS

FILL= 0.00 SF

APP.

CUT= 5.91 SF

docum entsi ntended to be

-15

-20

REV.DATE

550

Ihereby speci f y thatthe

540

DI SCLAI M ER OF RESPONSI BI LI TY

31. 23' LT

555

W ASHI NGTON STREET

EXI ST. ROW

W ASHI NGTON ST STA. 65+ 50 TO STA. 66+ 75

-25

21. 21' LT

EL 545. 36

24. 00' LT

EL 545. 43

-30

17. 31' LT

-35

-25

EL 544. 83

-40 -35

29. 00' LT

SAN

29. 45' LT

550 -30

24. 00' LT

-45 -40

-35

EL 544. 89

-50 -45 -40

EL 545. 51

-50 -45

29. 00' LT

540 EL 545. 66

550 EXI ST. ROW

-50

EL 544. 96

EXI ST. ROW

EL 549. 30

545

30. 55' LT

T. S. C. L.

555

EL 546. 25

550 NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 0.39 SF

FILL= 0.00 SF 540

66+00.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.29 SF STS

SHEET SEQUENCE:

121 OF 146

65+50.00

FILL= 0.3 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

545 555

-50 -45 -40

-40 -35

-35 -30 29. 23' LT

555

-30

-25 24. 00' LT

-25 -20

-20

-15

-15 -10

-10 -5 0

CUT= 2.3 CY

-5

CUT= 4.0 CY 5

0 5 10

FILL= 0.1 CY

560 560

WASHINGTON ST 555

SAN

550 550

CUT= 2.25 SF

FILL= 0.07 SF 545

67+25.00

FILL= 0.1 CY

560 560

WASHINGTON ST 555

SAN

550

545

CUT= 2.65 SF

540 540

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

550

SHEET 87 OF 111

CUT= 1.9 CY

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

-5

F. 636 537 0275

-10

Chest er f i el d,M i ssour i63017

-15

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

545 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

550

TRA N SPO RTA TIO N

550

T. 636 537 5585

-20 555

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

SAN

ROW PLANS

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

24. 00' LT

EL 552. 41

29. 00' LT

EL 552. 48

EXI ST. ROW

560

RESURFACI NG

-25

WASHINGTON ST

W ASHI NGTON STREET

29. 30' LT

EL 552. 50

560

W ASHI NGTON ST STA. 67+ 00 TO STA. 67+ 50

-30

EL 551. 25

29. 00' LT

EL 551. 33

EXI ST. ROW

-35

24. 00' LT

-45 -40

EL 550. 10

-50 -45

29. 00' LT

545 EL 551. 41

-50

EL 550. 18

EXI ST. ROW

555

29. 39' LT

EL 550. 31

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 1.95 SF

FILL= 0.10 SF 545

67+50.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.04 SF STS

SHEET SEQUENCE:

122 OF 146

67+00.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

560

555

-50 -45 -40 -35 -40

-30 -25

-35 -30

-20 -15 OH

-25 -20

-10 17. 53' LT

-15 -10

-5 0

CUT= 1.8 CY

565

545 -5

CUT= 5.5 CY

5 10

555 555

550 550

WASHINGTON ST

560

SAN

CUT= 24.44 SF

FILL= 0.17 SF 545

67+86.30 FILL= 0.1 CY

565 565

560

WASHINGTON ST

SAN

550 550

CUT= 1.85 SF

545 545

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

555

SHEET 88 OF 111

CUT= 7.1 CY

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

-5

F. 636 537 0275

545

Chest er f i el d,M i ssour i63017

FILL= 0.03 SF

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

545

TRA N SPO RTA TIO N

CUT= 3.38 SF

T. 636 537 5585

550

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

550

ROW PLANS

555

RESURFACI NG

-10 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS APP.

560

docum entsi ntended to be

565

Ihereby speci f y thatthe

SAN REV.DATE

555

DI SCLAI M ER OF RESPONSI BI LI TY

23. 17' LT

EL 554. 36

24. 00' LT

EL 554. 37

29. 00' LT

EL 554. 45

WASHINGTON ST

W ASHI NGTON STREET

-15

EL 553. 15

24. 00' LT

-20

EL 553. 58

-25

29. 00' LT

30. 42' LT

EXI ST. ROW

EL 553. 65

EXI ST. ROW

T. S. C. L.

EL 554. 92

NEW

565

W ASHI NGTON ST STA. 67+ 75 TO STA. 68+ 00

24. 00' LT

-45 -30

EL 553. 79

-50 -35

29. 00' LT

-55 -40

EL 553. 86

-60 -45

29. 23' LT

-50

52. 81' LT

560

EL 553. 87

EXI ST. ROW

560 EL 557. 00

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

68+00.00 FILL= 0.1 CY

565 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.08 SF STS

SHEET SEQUENCE:

123 OF 146

67+75.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

550

-50 -45 -40 -35 -30 OH

-25 23. 19' LT

-30 24. 00' LT

EL 556. 55

29. 00' LT

EL 556. 63

22. 36' LT

EL 556. 00

EL 555. 40

-35 -25 -20

-20 -15

-15 -10

-10 CUT= 0.9 CY

-5

CUT= 1.6 CY

-5

CUT= 2.4 CY 0 5

0 5 10

10 15

565 565

WASHINGTON ST

SAN

560

555

550

68+75.00 FILL= 0.3 CY

565 565

WASHINGTON ST 560

SAN

555 555

CUT= 1.52 SF

FILL= 0.39 SF 550

68+50.00

FILL= 0.3 CY

565 565

WASHINGTON ST

555 555

CUT= 1.88 SF

550

560

SAN

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

FILL= 0.6 CY

Draw i ngs,Speci f i cati ons,

69+25.00

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

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

SHEET 89 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

-5

l i mi ted to the desi gn aspectsof

CUT= 2.0 CY

TRA N SPO RTA TIO N

-10

T. 636 537 5585

-15

-5

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

-20

-10

authori zed by m y sealare

550

DESCRI PTI ON

17. 13' LT

EL 558. 68

24. 00' LT

EL 558. 42

29. 00' LT

EL 558. 50

29. 37' LT

EL 558. 58

NOT FOR CONSTRUCTION

APP.

560

ROW PLANS

-25

-15 REVI SI ONS

FILL= 0.11 SF

RESURFACI NG

550 BY

CUT= 2.77 SF

docum entsi ntended to be

-20 REV.DATE

555

Ihereby speci f y thatthe

555

DI SCLAI M ER OF RESPONSI BI LI TY

-25

565

W ASHI NGTON STREET

EL 556. 49

EL 556. 81

WASHINGTON ST

W ASHI NGTON ST STA. 68+ 25 TO STA. 69+ 25

-30

24. 00' LT

-40 -35

-30

EL 555. 67

-45 -40 -35

29. 00' LT

-50 -45 -40

29. 37' LT

-50 -45

EL 555. 74

550 EL 556. 65

-50

31. 77' LT

560

EXI ST. ROW

565

29. 29' LT

EL 555. 75

560 EXI ST. ROW

560 EL 556. 58

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

SAN

8J, 9J

555

CUT= 0.44 SF

FILL= 0.31 SF 550 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.22 SF STS

SHEET SEQUENCE:

124 OF 146

68+25.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

555 565

-50 -45 -40 -35 -30

-30 24. 00' LT

EL 561. 00

-25

-20

-20 -15

-15 -10

-10 -5 0

CUT= 2.2 CY

-5

CUT= 2.4 CY 5

0 5 10

SAN

565

560 560

555

FILL= 0.1 CY

570 570

WASHINGTON ST

SAN

565

560 560

CUT= 2.29 SF

FILL= 0.15 SF 555

69+75.00

FILL= 0.1 CY

570 570

WASHINGTON ST

565

SAN

560 560

555

CUT= 2.40 SF

550 550

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

WASHINGTON ST Esti m ates,Reports,Surveys,

570

Draw i ngs,Speci f i cati ons,

570

responsi bi l i ty f oral lother

FILL= 0.1 CY

thi ssheet,and Ihereby di scl ai m

70+25.00

l i mi ted to the desi gn aspectsof

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

SHEET 90 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

CUT= 2.0 CY

Chest er f i el d,M i ssour i63017

authori zed by m y sealare

555

NOT FOR CONSTRUCTION

DESCRI PTI ON

560

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

-5

TRA N SPO RTA TIO N

-10

10 REVI SI ONS

FILL= 0.15 SF

APP.

CUT= 1.56 SF

docum entsi ntended to be

CUT= 1.7 CY

T. 636 537 5585

-15

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

-20

-5

SAN

ROW PLANS

-10

REV.DATE

24. 00' LT

EL 563. 47

29. 00' LT

EL 563. 55

EXI ST. ROW

565

Ihereby speci f y thatthe

555

DI SCLAI M ER OF RESPONSI BI LI TY

29. 34' LT

EL 563. 50

RESURFACI NG

-25

-15 570

W ASHI NGTON STREET

24. 00' LT

EL 562. 29

29. 00' LT

EL 562. 37

EXI ST. ROW

WASHINGTON ST

W ASHI NGTON ST STA. 69+ 50 TO STA. 70+ 25

-30

-20

16. 46' LT

-35

-25

EL 559. 77

-40 -35 29. 35' LT

EL 562. 38

565 -30

24. 00' LT

-45 -40

-35

EL 559. 71

-50 -45 -40

29. 00' LT

-50 -45

EL 561. 08

-50

29. 46' LT

565 EXI ST. ROW

560

29. 00' LT

555 EL 561. 08

565

EL 559. 79

EXI ST. ROW

570

29. 56' LT

EL 559. 77

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 2.13 SF

FILL= 0.12 SF 555

70+00.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.10 SF STS

SHEET SEQUENCE:

125 OF 146

69+50.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

565

570 T. S. C. L.

-50 -45 -40 -35 -30 -25 OH

-25

-20 17. 36' LT

-20 -15

-15 -10

-10 -5 0

CUT= 1.0 CY

560

555

CUT= 2.1 CY 5

CUT= 4.22 SF

555 10 15 20 25 30

WASHINGTON ST 570

SAN

565 565

FILL= 0.1 CY

575 575

WASHINGTON ST 570

SAN

565

560 560

CUT= 5.05 SF

555 FILL= 0.00 SF 555

70+50.00

FILL= 0.0 CY

570

WASHINGTON ST

SAN

565

560

5' orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

575

Esti m ates,Reports,Surveys,

575

Draw i ngs,Speci f i cati ons,

FILL= 0.2 CY

responsi bi l i ty f oral lother

71+00.00

thi ssheet,and Ihereby di scl ai m

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

SHEET 91 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

CUT= 3.2 CY

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

TRA N SPO RTA TIO N

-5

l i mi ted to the desi gn aspectsof

CUT= 1.8 CY

T. 636 537 5585

-10

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

NOT FOR CONSTRUCTION

565

ROW PLANS

-15

-5

authori zed by m y sealare

560 DESCRI PTI ON

SAN

RESURFACI NG

-20

-10 REVI SI ONS

FILL= 0.18 SF

APP.

CUT= 1.99 SF

docum entsi ntended to be

-15

-20

REV.DATE

24. 00' LT

EL 566. 95

570

Ihereby speci f y thatthe

565

DI SCLAI M ER OF RESPONSI BI LI TY

29. 00' LT

EL 567. 02

EXI ST. ROW

575

W ASHI NGTON STREET

24. 00' LT

29. 51' LT

EL 566. 99

575

W ASHI NGTON ST STA. 70+ 44 TO STA. 71+ 00

-25

EL 564. 39

OH EL 565. 68

-25

17. 38' LT

24. 00' LT

29. 00' LT

EL 565. 76

EXI ST. ROW

EL 564. 21

-30 EL 564. 48

29. 00' LT

-30

24. 00' LT

-35 29. 52' LT

EL 565. 66

560

EL 564. 55

-35

EXI ST. ROW

570 -30

EL 564. 27

-40

-35

29. 00' LT

-45 -40

35. 17' LT

560

EL 564. 35

-50 -45 -40

EL 564. 51

570

EXI ST. ROW

570 T. S. C. L.

-50 -45

35. 17' LT

565 NEW

-50

EL 564. 41

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

WASHINGTON ST 6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 1.87 SF

FILL= 0.20 SF 560

70+75.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

-5

126 OF 146

70+44.42

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

565

-50 -45 -40 -35 -30

-30 30. 15' LT

EL 570. 80

EXI ST. ROW

EXI ST. ESM T.

33. 98' LT

-25

-25 -20

-20 -15

-15 -10

-10

CUT= 6.6 CY

-5

CUT= 1.1 CY

-5

CUT= 1.9 CY

0 5

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT

WASHINGTON ST

580

FILL= 4.6 CY

580

SAN

575

570 570

565 565

CUT= 1.56 SF

560 FILL= 9.83 SF 560

72+25.00

FILL= 1.8 CY

575 575

WASHINGTON ST

SAN

565

CUT= 2.10 SF

560 560

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

565

570

SHEET 92 OF 111

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT

PU BLIC W O RK S

570

W ASHI NGTON ST CROSS SECTI ONS

570

F. 636 537 0275

575

Chest er f i el d,M i ssour i63017

SAN

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

580

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

WASHINGTON ST

TRA N SPO RTA TIO N

-5

FILL= 0.0 CY

l i mi ted to the desi gn aspectsof

580

T. 636 537 5585

CUT= 4.0 CY

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

72+65.43

authori zed by m y sealare

565

NOT FOR CONSTRUCTION

DESCRI PTI ON

FILL= 3.62 SF

docum entsi ntended to be

0 REVI SI ONS

CUT= 1.28 SF

APP.

570

ROW PLANS

-10

-5

575

RESURFACI NG

-15

-10

REV.DATE

SAN

Ihereby speci f y thatthe

19. 91' LT

EL 572. 86

580

W ASHI NGTON STREET

-20

-15

DI SCLAI M ER OF RESPONSI BI LI TY

-20

W ASHI NGTON ST STA. 71+ 25 TO STA. 72+ 65

565

EXI ST. ROW

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT

23. 25' RT

20. 09' LT

-25

EL 572. 47

570

EL 572. 67

-25

21. 85' LT

EL 572. 75

28. 48' LT

EL 572. 99

EXI ST. ROW

33. 48' LT

EL 573. 06

39. 64' LT

EL 572. 89

EXI ST. ESM T.

T. S. C. L.

20. 32' RT

28. 48' LT

EL 572. 45

EXI ST. ROW

33. 48' LT

EL 572. 53

39. 22' LT

EL 572. 45

NEW

580

EL 572. 46

-30 OH

24. 03' LT

-35

-30

EL 568. 22

-40 -35

29. 03' LT

-45 -40

-35

EL 568. 29

-50 -45 EXI ST. ESM T.

T. S. C. L.

575 -40

EL 571. 09

-50 -45

EXI ST. ESM T.

NEW

-50

43. 82' LT

575

29. 53' LT

EL 568. 34

570 EXI ST. ROW

575 EL 570. 27

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

WASHINGTON ST STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 12.79 SF

FILL= 0.00 SF 565

72+50.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.16 SF STS

SHEET SEQUENCE:

127 OF 146

71+25.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

575

-50 -45

580

-40 -35 -30 28. 48' LT

-30 OH

-25

-25 -20

-20 -15

-15 -10

-10

-5 0

CUT= 5.7 CY

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT

-5

CUT= 4.4 CY

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT

-5

CUT= 1.5 CY

0 5

73+25.00 FILL= 1.2 CY

580

WASHINGTON ST

SAN OH

575

570 570

CUT= 2.42 SF

565 FILL= 2.46 SF 565

73+00.00

FILL= 1.3 CY

WASHINGTON ST 580

SAN

570 570

CUT= 7.08 SF

565 565

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

565

575

SHEET 93 OF 111

570

PU BLIC W O RK S

575

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

WASHINGTON ST

Chest er f i el d,M i ssour i63017

SAN orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

FILL= 0.1 CY

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

580

TRA N SPO RTA TIO N

73+40.89

NOT FOR CONSTRUCTION

DESCRI PTI ON

575

thi ssheet,and Ihereby di scl ai m

0 APP.

565

l i mi ted to the desi gn aspectsof

CUT= 5.6 CY

T. 636 537 5585

-10

-5

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

-15

-10

19. 35' LT

EL 574. 40

ROW PLANS

FILL= 0.09 SF

authori zed by m y sealare

CUT= 8.97 SF REVI SI ONS

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT

docum entsi ntended to be

-15 BY

565

REV.DATE

570

Ihereby speci f y thatthe

570

DI SCLAI M ER OF RESPONSI BI LI TY

28. 48' LT

EL 574. 54

EXI ST. ROW

33. 48' LT

EL 574. 61

EXI ST. ESM T.

43. 48' LT

EL 574. 01

T. S. C. L.

WASHINGTON ST

RESURFACI NG

-20

580

W ASHI NGTON STREET

19. 36' LT

-20

SAN

W ASHI NGTON ST STA. 72+ 75 TO STA. 73+ 41

-25

EL 574. 05

20. 05' LT

28. 48' LT

EL 574. 28

-25

EL 573. 73

-30

19. 80' LT

28. 48' LT

EL 573. 75

EXI ST. ROW

33. 48' LT

EL 574. 36

-30

EL 573. 06

-35

EL 573. 20

-35

EXI ST. ROW

33. 48' LT

EXI ST. ESM T.

-35

EXI ST. ROW

-40 EL 573. 83

39. 07' LT

-40

33. 48' LT

-45 EL 573. 47

43. 49' LT

EL 573. 67

-40

EL 573. 28

580

39. 19' LT

-50 -45

EXI ST. ESM T.

T. S. C. L.

-50 -45

EL 573. 13

575 NEW

-50

EXI ST. ESM T.

T. S. C. L.

575

NEW

580 NEW

575

T. S. C. L.

580

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT 570

CUT= 9.96 SF

FILL= 0.11 SF 565 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.31 SF STS

SHEET SEQUENCE:

128 OF 146

72+75.00

FILL= 0.7 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

575

-50 -45 -40 -35 -30 28. 48' LT

-30 OH OH

-25

-25 19. 85' LT

-20

-15

-15 -10

-10 -5 0

CUT= 5.1 CY

-5

CUT= 3.1 CY 5

0 5 10

585

WASHINGTON ST 580

SAN

575 575

570 570

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT CUT= 1.56 SF

565 FILL= 7.19 SF 565

73+75.00

FILL= 3.3 CY

585 585

WASHINGTON ST 580

OH SAN

570 570

LIMIT OF SHARED COUNTY/ CITY OF FLORISSANT AGREEMENT

CUT= 9.46 SF

565 565

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

575

SHEET 94 OF 111

CUT= 3.9 CY

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

-5

F. 636 537 0275

-10

Chest er f i el d,M i ssour i63017

-15

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

570

TRA N SPO RTA TIO N

FILL= 0.00 SF

T. 636 537 5585

570

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

CUT= 6.84 SF

ROW PLANS

-20 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

580 BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

WASHINGTON ST

Ihereby speci f y thatthe

585

RESURFACI NG

575

W ASHI NGTON STREET

575

DI SCLAI M ER OF RESPONSI BI LI TY

19. 35' LT

EL 575. 58

585

W ASHI NGTON ST STA. 73+ 50 TO STA. 74+ 00

-25

EL 575. 33

EXI ST. ROW

33. 88' LT

EL 575. 91

38. 88' LT

EL 575. 99

P. S. E.

T. S. C. L.

NEW

19. 35' LT

29. 77' LT

EL 575. 19

-30

EL 574. 58

-35

EL 574. 68

EXI ST. ROW

34. 99' LT

EL 575. 31

38. 87' LT

EL 575. 35

-35

EXI ST. ROW

-40

33. 48' LT

-45 EXI ST. ESM T.

T. S. C. L.

580 -40

EL 574. 75

-50 -45

EXI ST. ESM T.

NEW

580

43. 48' LT

-50

EL 574. 16

T. S. C. L.

580

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

SAN

74+00.00 FILL= 3.3 CY

585 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

129 OF 146

73+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

580

-50 -45 -40 -35

-35 -30

-30 OH

-25

-25 -20

-20 -15

-15 -10

-10 -5

-5

CUT= 3.6 CY

570

CUT= 6.1 CY

CUT= 2.7 CY

585

575

570 5

0 5

CUT= 6.70 SF

570

74+50.00 FILL= 0.0 CY

585 585

WASHINGTON ST 580

SAN

575 575

CUT= 6.88 SF

570 FILL= 0.00 SF 570

74+25.00

FILL= 0.0 CY

585

WASHINGTON ST

575

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

575

580

SAN

SHEET 95 OF 111

580

PU BLIC W O RK S

WASHINGTON ST

W ASHI NGTON ST CROSS SECTI ONS

585

F. 636 537 0275

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

FILL= 0.1 CY

Chest er f i el d,M i ssour i63017

NOT FOR CONSTRUCTION

580

thi ssheet,and Ihereby di scl ai m

74+71.67

l i mi ted to the desi gn aspectsof

SAN

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

585

TRA N SPO RTA TIO N

-5 T. 636 537 5585

-10

authori zed by m y sealare

CUT= 5.2 CY

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

-15

-5 DESCRI PTI ON

WASHINGTON ST

ROW PLANS

-20

-10 APP.

570

RESURFACI NG

FILL= 0.18 SF

REVI SI ONS

CUT= 6.53 SF

docum entsi ntended to be

-15 BY

570

REV.DATE

575

Ihereby speci f y thatthe

575

DI SCLAI M ER OF RESPONSI BI LI TY

-20 18. 10' LT

EL 576. 67

585

W ASHI NGTON STREET

18. 92' LT

EXI ST. ROW

31. 58' LT

EL 576. 95

36. 60' LT

EL 577. 02

P. S. E.

T. S. C. L.

NEW

585

W ASHI NGTON ST STA. 74+ 14 TO STA. 74+ 72

-25

EL 576. 43

19. 35' LT

EXI ST. ROW

33. 65' LT

EL 576. 68

-25

EL 576. 19

-30

19. 35' LT

-35

EXI ST. ROW

33. 87' LT

38. 66' LT

EL 576. 76

38. 86' LT

-30

EL 575. 95

-40 EL 576. 31

38. 87' LT

P. S. E.

EL 576. 72

NEW

-35

EXI ST. ROW

P. S. E.

-40

33. 87' LT

-45 EL 576. 38

T. S. C. L.

-40

EL 576. 14

-50 -45

NEW

580

38. 87' LT

580 T. S. C. L.

-50 -45

EL 576. 22

NEW

-50

P. S. E.

T. S. C. L.

580

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

SAN

575

CUT= 6.39 SF

FILL= 0.08 SF 570 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

130 OF 146

74+14.17

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

580

-50 -45 -40 -35

-35 -30

-30 OH

-25

-25 -20

-20 -15

-15 -10

-10 CUT= 7.0 CY

-5

CUT= 8.8 CY

-5

CUT= 0.8 CY 0 5

0 5 10

10 15

585 585

SAN

WASHINGTON ST 580

575

570

75+25.00 FILL= 2.0 CY

585 585

WASHINGTON ST

SAN

580

575 575

CUT= 12.49 SF

570 FILL= 0.52 SF 570

75+00.00

FILL= 0.3 CY

585 585

WASHINGTON ST

SAN

575 575

CUT= 6.57 SF

570 570

580

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

FILL= 2.7 CY

Draw i ngs,Speci f i cati ons,

75+50.00

responsi bi l i ty f oral lother

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

SHEET 96 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

thi ssheet,and Ihereby di scl ai m

NOT FOR CONSTRUCTION

580

Chest er f i el d,M i ssour i63017

20 DESCRI PTI ON

WASHINGTON ST

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

TRA N SPO RTA TIO N

-5

l i mi ted to the desi gn aspectsof

CUT= 2.7 CY

T. 636 537 5585

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

-10

-5 REVI SI ONS

SAN

ROW PLANS

-15

-10 APP.

570

authori zed by m y sealare

-15 BY

FILL= 2.02 SF

docum entsi ntended to be

-20 REV.DATE

CUT= 3.08 SF

Ihereby speci f y thatthe

570

DI SCLAI M ER OF RESPONSI BI LI TY

575

RESURFACI NG

-20

16. 43' LT

EL 577. 97

585

W ASHI NGTON STREET

16. 58' LT

575

W ASHI NGTON ST STA. 74+ 75 TO STA. 75+ 50

OH EL 577. 46

27. 21' LT

EL 578. 40

32. 21' LT

EL 578. 47

35. 65' LT

EL 578. 54

EXI ST. ROW

17. 03' LT

-25

EL 577. 02

-25

17. 98' LT

-30 27. 80' LT

EL 578. 06

-30

EL 576. 71

-35

28. 89' LT

EL 577. 38

32. 80' LT

-35

EXI ST. ROW

31. 27' LT

-40

EL 576. 99

-40 EL 578. 13

-40

33. 91' LT

EL 577. 44

37. 04' LT

EL 578. 18

585

36. 29' LT

EL 577. 06

-45 38. 43' LT

EXI ST. ROW

580

P. S. E.

-50 -45

EL 577. 35

-50 -45

38. 84' LT

580 EXI ST. ROW

-50

EL 577. 10

T. S. C. L.

580

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

575

CUT= 2.69 SF

FILL= 3.78 SF 570 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.20 SF STS

SHEET SEQUENCE:

131 OF 146

74+75.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

-50 -45

585

580

-40 -35 -30 OH

-30 -25

-25 OH

-20

-20 -15

-15 -10

-10 -5

-5

CUT= 3.7 CY

CUT= 7.5 CY

CUT= 4.6 CY 0 5

0 5

76+25.00 FILL= 0.1 CY

WASHINGTON ST 585

SAN

580 580

575

CUT= 5.15 SF

570 FILL= 0.30 SF 570

76+00.00

FILL= 0.4 CY

585

WASHINGTON ST

SAN

575 575

CUT= 4.86 SF

570 570

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

580

SHEET 97 OF 111

PU BLIC W O RK S

570

W ASHI NGTON ST CROSS SECTI ONS

575

F. 636 537 0275

580

Chest er f i el d,M i ssour i63017

SAN orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

FILL= 0.0 CY l i mi ted to the desi gn aspectsof

76+33.59

NOT FOR CONSTRUCTION

DESCRI PTI ON

580

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

585

TRA N SPO RTA TIO N

-5 T. 636 537 5585

WASHINGTON ST

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

authori zed by m y sealare

570

docum entsi ntended to be

CUT= 3.2 CY

REVI SI ONS

FILL= 0.00 SF APP.

16. 13' LT

EL 579. 16

19. 66' LT

EL 578. 90

25. 23' LT

EL 579. 17

WASHINGTON ST

ROW PLANS

-10

-5 BY

CUT= 9.07 SF

RESURFACI NG

-15

-10 REV.DATE

575

Ihereby speci f y thatthe

-15

585

W ASHI NGTON STREET

570

DI SCLAI M ER OF RESPONSI BI LI TY

575

W ASHI NGTON ST STA. 75+ 75 TO STA. 76+ 34

-20

16. 17' LT

EL 579. 00

-20

16. 13' LT

-25

EL 578. 77

20. 23' LT

-25

EL 578. 74

25. 43' LT

EL 579. 15

30. 23' LT

EL 579. 24

EXI ST. ROW

44. 27' LT

EL 578. 62

T. S. C. L.

16. 28' LT

-30

26. 03' LT

EL 578. 93

30. 44' LT

EL 579. 23

-30

EL 578. 57

-35

26. 62' LT

-35

31. 03' LT

EL 579. 00

EXI ST. ROW

44. 27' LT

-35

EL 578. 66

-40 32. 52' LT

EL 579. 27

575

31. 62' LT

-45 -40

EL 578. 74

-50 -45 -40

34. 16' LT

585 EXI ST. ROW

-50 -45

EL 578. 87

580 EL 578. 56

-50

EXI ST. ROW

585 NEW

580

T. S. C. L.

585

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

SAN

8J, 9J

575

CUT= 10.95 SF

FILL= 0.00 SF 570 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.56 SF STS

SHEET SEQUENCE:

132 OF 146

75+75.00

FILL= 1.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

575

-50 -45 -40 -35 -30 -25 -20

-20 16. 18' LT

EL 579. 62

-15

-15 -10

-10

CUT= 1.1 CY

590

580

570

-5

CUT= 2.4 CY

-5

CUT= 3.5 CY

0 5

FILL= 0.0 CY

590

WASHINGTON ST 585

SAN

580

575

CUT= 4.84 SF

FILL= 0.00 SF

570

76+68.01

FILL= 0.3 CY

585

WASHINGTON ST

SAN

575

CUT= 2.35 SF

570 570

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

580

SHEET 98 OF 111

-5

PU BLIC W O RK S

-10

W ASHI NGTON ST CROSS SECTI ONS

570

F. 636 537 0275

575

Chest er f i el d,M i ssour i63017

16. 11' LT

EL 579. 74

EXI ST. ROW

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

585

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

575

TRA N SPO RTA TIO N

580 DI SCLAI M ER OF RESPONSI BI LI TY

580

T. 636 537 5585

24. 25' LT

SAN

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

29. 25' LT EL 579. 92

WASHINGTON ST

ROW PLANS

29. 81' LT EL 579. 99

590

RESURFACI NG

P. S. E. EL 580. 16

NEW

T. S. C. L.

590

W ASHI NGTON STREET

-15

W ASHI NGTON ST STA. 76+ 50 TO STA. 76+ 75

-20

16. 11' LT

18. 40' LT EL 579. 36

EL 579. 59

18. 53' LT

EL 579. 59

-25 EXI ST. ROW

20. 44' LT

EL 579. 46

24. 94' LT

EL 579. 83

29. 42' LT

-25

EXI ST. ROW

P. S. E.

EL 579. 91

NEW

20. 03' LT

OH 21. 53' LT

-30 OH

EL 579. 51

-35

24. 84' LT

29. 94' LT

-30

EL 579. 37

575 EL 579. 91

T. S. C. L.

585

29. 84' LT

-40 -35

EL 579. 44

-45 -40

P. S. E.

-50 -45

NEW

-50

EL 579. 17

585 T. S. C. L.

585

30. 03' LT

EL 579. 50

580 NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 3.33 SF

FILL= 0.31 SF 570

76+75.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.76 SF STS

SHEET SEQUENCE:

133 OF 146

76+50.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

575 585

-50 -45 -40 -35 -30

-30 -25 OH

-25 -20

-20 -15

-15 -10

-10 CUT= 0.3 CY

-5 0

CUT= 3.0 CY

-5

CUT= 2.7 CY 5

0 5 10

10 15

WASHINGTON ST 585

77+26.80 FILL= 0.0 CY

590 590

WASHINGTON ST 585

SAN

580 580

CUT= 3.86 SF

575 FILL= 0.00 SF 575

77+25.00

FILL= 0.0 CY

590 590

WASHINGTON ST

580 580

CUT= 2.58 SF

575

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

590

585

SAN

SHEET 99 OF 111

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

FILL= 0.1 CY Property i nf orm ati on,orother

77+50.00

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

F. 636 537 0275

-5

Chest er f i el d,M i ssour i63017

575 20

thi ssheet,and Ihereby di scl ai m

NOT FOR CONSTRUCTION

585

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

580 15

TRA N SPO RTA TIO N

590 10

l i mi ted to the desi gn aspectsof

CUT= 2.3 CY

T. 636 537 5585

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

-10

-5 DESCRI PTI ON

WASHINGTON ST

ROW PLANS

575

authori zed by m y sealare

FILL= 0.12 SF

REVI SI ONS

CUT= 1.39 SF APP.

580

docum entsi ntended to be

575 BY

580

RESURFACI NG

-15

-10 REV.DATE

SAN

Ihereby speci f y thatthe

590

W ASHI NGTON STREET

-15

DI SCLAI M ER OF RESPONSI BI LI TY

EXI ST. ROW

24. 00' LT

EL 581. 16

29. 00' LT

EL 581. 23

T. S. C. L.

590

W ASHI NGTON ST STA. 77+ 00 TO STA. 77+ 50

-20

16. 28' LT

EL 580. 84

18. 72' LT

EL 580. 76

-20

16. 27' LT

EL 580. 82

-25

18. 02' LT

EXI ST. ROW

-25

EL 580. 77

EXI ST. ROW

24. 00' LT

EL 580. 91

29. 00' LT

29. 47' LT

EL 581. 32

NEW

EXI ST. ROW

-35 24. 00' LT

-30

EL 580. 89

-35

29. 00' LT

EL 580. 99

40. 10' LT

-30

24. 00' LT

-40 EL 580. 97

-40 -35

EL 580. 11

-45 -40

29. 00' LT

-50 -45

40. 10' LT

-50 EL 581. 03

T. S. C. L.

585 -45

EL 581. 01

NEW

-50

EL 580. 18

T. S. C. L.

585 T. S. C. L.

585

30. 29' LT

EL 580. 61

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

SAN

580

CUT= 3.96 SF

FILL= 0.00 SF 575 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.08 SF STS

SHEET SEQUENCE:

134 OF 146

77+00.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

575 585

-50 -45 -40 -35 -30

-30 -25 OH

-25

-20

-20 -15

-15 -10

-10 CUT= 2.0 CY

-5

CUT= 2.0 CY

-5

CUT= 1.7 CY 0 5

0 5 10

10 15

590 590

WASHINGTON ST 585

575

78+25.00 FILL= 0.5 CY

590 590

WASHINGTON ST

SAN

585

580 580

CUT= 2.11 SF

575 FILL= 0.43 SF 575

78+00.00

FILL= 0.2 CY

590 590

WASHINGTON ST

SAN

580 580

CUT= 2.29 SF

575

585

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

FILL= 0.7 CY

responsi bi l i ty f oral lother

78+50.00

thi ssheet,and Ihereby di scl ai m

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

SHEET 100 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

-5

l i mi ted to the desi gn aspectsof

575

authori zed by m y sealare

CUT= 2.0 CY

T. 636 537 5585

SAN

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

-10

-5

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

FILL= 0.91 SF APP.

24. 00' LT

EL 583. 87

29. 00' LT

EL 583. 94

EXI ST. ROW

585

ROW PLANS

-15

-10 BY

CUT= 2.13 SF

docum entsi ntended to be

-15 REV.DATE

580

RESURFACI NG

-20

18. 39' LT

EL 583. 63

WASHINGTON ST

Ihereby speci f y thatthe

-20

DI SCLAI M ER OF RESPONSI BI LI TY

29. 34' LT

EL 583. 97

590

W ASHI NGTON STREET

18. 46' LT

EL 582. 93

575

W ASHI NGTON ST STA. 77+ 75 TO STA. 78+ 50

-25

18. 54' LT

24. 00' LT

EL 583. 15

29. 00' LT

EL 582. 23

24. 00' LT

EL 582. 43

-30

18. 61' LT

-35

-25

EL 581. 78

-40 -35 29. 32' LT

EL 583. 24

580 EL 583. 23

EXI ST. ROW

585 -30

24. 00' LT

-45 -40 -35

EL 581. 76

-50 -45 -40

29. 00' LT

-50 -45

EL 582. 51

-50

29. 00' LT

585 EXI ST. ROW

580

29. 29' LT

EL 582. 52

585

EL 581. 83

EXI ST. ROW

590

29. 25' LT

EL 581. 84

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

SAN

580

CUT= 2.11 SF

FILL= 0.66 SF 575 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.08 SF STS

SHEET SEQUENCE:

135 OF 146

77+75.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\081-100_AR-1719_X-Sections.dgn

580 590

-50 -45 -40 -35 -30 -25 OH

-25 -20

-20 -15

-15 15. 64' LT

-10

-10 CUT= 4.1 CY

575

-5

CUT= 1.8 CY

-5

CUT= 3.3 CY

585 585

580 580

0 5 10 15 20 25 30

595 595

WASHINGTON ST 590

585

79+00.00 FILL= 0.2 CY

590

WASHINGTON ST

SAN

CUT= 9.81 SF

FILL= 0.00 SF

575

78+81.51

FILL= 0.1 CY

590

WASHINGTON ST

SAN

580

CUT= 4.98 SF

575 575

585

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

FILL= 0.3 CY

responsi bi l i ty f oral lother

79+25.00

thi ssheet,and Ihereby di scl ai m

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

SHEET 101 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

l i mi ted to the desi gn aspectsof

NOT FOR CONSTRUCTION

590

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

TRA N SPO RTA TIO N

-5

T. 636 537 5585

CUT= 2.2 CY

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

-10

0 DESCRI PTI ON

WASHINGTON ST

ROW PLANS

580

authori zed by m y sealare

FILL= 0.09 SF

REVI SI ONS

CUT= 2.61 SF APP.

585

RESURFACI NG

-15

-5 BY

585

docum entsi ntended to be

-10 REV.DATE

18. 49' LT

EL 586. 11

SAN

Ihereby speci f y thatthe

24. 00' LT

EL 586. 15

29. 00' LT

EL 586. 23

EXI ST. ROW

595

W ASHI NGTON STREET

29. 30' LT

EL 586. 29

595

DI SCLAI M ER OF RESPONSI BI LI TY

-15

W ASHI NGTON ST STA. 78+ 75 TO STA. 79+ 25

-20

EL 584. 61

-20

15. 65' LT

-25

18. 49' LT

EL 585. 15

16. 64' LT

24. 00' LT

EL 585. 26

29. 00' LT

EL 585. 33

EXI ST. ROW

EL 584. 39

OH EL 584. 54

29. 36' LT

EL 585. 37

-25

22. 90' LT

-30 24. 00' LT

-30

EL 584. 70

29. 00' LT

-35

EL 584. 78

580

EL 584. 55

-35 30. 00' LT

590

24. 00' LT

-40 -30

EL 584. 59

-45 -40 -35

29. 00' LT

-50 -45 -40

EL 584. 80

580

EL 584. 66

590 T. S. C. L.

-50 -45

EXI ST. ROW

NEW

-50

EXI ST. ROW

T. S. C. L.

590

29. 36' LT

EL 584. 70

585 NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

SAN

585

CUT= 2.13 SF

FILL= 0.48 SF 580 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.71 SF STS

SHEET SEQUENCE:

136 OF 146

78+75.00

FILL= 0.8 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

590 T. S. C. L.

-50 -45 -40 -35 -30 -25 -20

-20 -15 15. 55' LT

EL 586. 95

-15 -10

-10 CUT= 3.7 CY

-5

CUT= 1.1 CY

595

585

580

CUT= 2.5 CY 0 5

CUT= 4.49 SF

580 10 15 20

595 595

WASHINGTON ST

SAN

590

580

79+75.00 FILL= 0.0 CY

595 595

WASHINGTON ST

SAN

590

585 585

CUT= 5.23 SF

580 FILL= 0.00 SF 580

79+50.00

FILL= 0.0 CY

595

WASHINGTON ST

585

SAN

590

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

FILL= 0.0 CY

Draw i ngs,Speci f i cati ons,

80+00.00

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

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

SHEET 102 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

-5

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

-10

l i mi ted to the desi gn aspectsof

CUT= 2.4 CY

TRA N SPO RTA TIO N

-15

T. 636 537 5585

-5

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

-10

NOT FOR CONSTRUCTION

DESCRI PTI ON

590

ROW PLANS

580

authori zed by m y sealare

FILL= 0.04 SF

REVI SI ONS

CUT= 2.41 SF APP.

585

RESURFACI NG

580 BY

WASHINGTON ST

docum entsi ntended to be

-15 REV.DATE

595

Ihereby speci f y thatthe

600

W ASHI NGTON STREET

24. 00' LT

EL 588. 72

29. 00' LT

EL 588. 80

EXI ST. ROW

DI SCLAI M ER OF RESPONSI BI LI TY

29. 44' LT

EL 588. 94

600

W ASHI NGTON ST STA. 79+ 44 TO STA. 80+ 00

-20

15. 53' LT

-25 16. 52' LT

24. 00' LT

EL 587. 80

29. 00' LT

-20

EL 586. 70

OH EL 586. 84

-25

16. 46' LT

-30 24. 00' LT

29. 64' LT

EL 587. 87

EXI ST. ROW

-25

EL 586. 63

-35 EL 587. 07

-30

24. 00' LT

-40 -30

EL 586. 84

-35

29. 00' LT

585 EL 588. 08

590

EL 587. 14

-35

EXI ST. ROW

585

29. 00' LT

-45 -40

30. 74' LT

590

EL 586. 91

-50 -45 -40

EL 587. 23

595

EXI ST. ROW

590 T. S. C. L.

-50 -45

30. 72' LT

NEW

-50

EL 586. 91

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

SAN

585

CUT= 2.69 SF

FILL= 0.05 SF 580 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

-5

137 OF 146

79+43.79

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

585 595

-50 -45 -40 -35 -30 -25 24. 00' LT OH

-25

-20

-20 -15

-15 -10

-10

590 590

585 585

580

-5

CUT= 0.0 CY

-5 0

CUT= 2.9 CY 5 10

WASHINGTON ST 595

SAN

CUT= 3.77 SF

FILL= 0.37 SF 580

80+25.13

FILL= 0.0 CY

600 600

WASHINGTON ST 595

SAN

590

585

CUT= 3.76 SF

580 580

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

600 10

590

SHEET 103 OF 111

CUT= 2.7 CY

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

-5

F. 636 537 0275

-10

Chest er f i el d,M i ssour i63017

585

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

FILL= 0.41 SF

TRA N SPO RTA TIO N

CUT= 2.01 SF

T. 636 537 5585

590

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

-15 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

595

Ihereby speci f y thatthe

WASHINGTON ST

ROW PLANS

590

DI SCLAI M ER OF RESPONSI BI LI TY

600

RESURFACI NG

17. 91' LT

EL 585. 23

SAN

W ASHI NGTON STREET

24. 00' LT

EL 590. 63

29. 00' LT

EL 590. 70

EXI ST. ROW

600

W ASHI NGTON ST STA. 80+ 25 TO STA. 80+ 50

-20

16. 33' LT

EL 589. 34

29. 20' LT

EL 590. 71

15. 82' LT

-30 EL 589. 74

28. 90' LT

EL 589. 81

-25

EL 589. 36

-35 EXI ST. ROW

-30

24. 00' LT

-40 -35

EL 589. 73

-45 -40

29. 69' LT

585

29. 00' LT

595 T. S. C. L.

EL 589. 81

-50 -45

EL 589. 82

NEW

-50

EXI ST. ROW

T. S. C. L.

595

29. 69' LT

EL 589. 82

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

80+50.00 FILL= 0.4 CY

600 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.37 SF STS

SHEET SEQUENCE:

138 OF 146

80+25.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

585 595

-50 -45 -40

-40 -35

-35 -30 29. 86' LT

595

-30

-25 24. 00' LT

-25 -20

-20

-15

-15 -10

-10

CUT= 3.8 CY

-5

CUT= 2.6 CY

-5

CUT= 2.1 CY

0 5

81+25.00 FILL= 0.0 CY

600 600

WASHINGTON ST

SAN

595

590 590

CUT= 3.01 SF

585 FILL= 0.02 SF 585

81+00.00

FILL= 0.0 CY

600 600

WASHINGTON ST

590 590

CUT= 2.52 SF

585

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

585

595

SAN

SHEET 104 OF 111

590

PU BLIC W O RK S

595

W ASHI NGTON ST CROSS SECTI ONS

SAN

F. 636 537 0275

WASHINGTON ST

Chest er f i el d,M i ssour i63017

-5 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

FILL= 0.0 CY l i mi ted to the desi gn aspectsof

81+36.89

16. 33' LT

EL 593. 20

NOT FOR CONSTRUCTION

DESCRI PTI ON

595

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

600

TRA N SPO RTA TIO N

-10

authori zed by m y sealare

CUT= 2.3 CY

T. 636 537 5585

-15

-5 APP.

585

docum entsi ntended to be

FILL= 0.00 SF

REVI SI ONS

CUT= 5.29 SF

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

-20

SAN

ROW PLANS

-25

-10 BY

585

REV.DATE

590

RESURFACI NG

-15

WASHINGTON ST

Ihereby speci f y thatthe

590

DI SCLAI M ER OF RESPONSI BI LI TY

-20

16. 18' LT

-25

EL 593. 30

24. 09' LT

EL 593. 63

29. 09' LT

EL 593. 70

EXI ST. ROW

30. 86' LT

600

W ASHI NGTON STREET

24. 00' LT

EL 593. 28

29. 00' LT

EL 593. 36

EXI ST. ROW

T. S. C. L.

EL 593. 75

W ASHI NGTON ST STA. 80+ 75 TO STA. 81+ 37

-30

EL 592. 22

29. 00' LT

EL 592. 29

EXI ST. ROW

-35

-30

24. 00' LT

-45 -40 -35

EL 591. 42

-50 -45 -40

29. 00' LT

EL 592. 58

-50 -45

30. 86' LT

-50

EL 593. 47

NEW

595

EL 591. 49

EXI ST. ROW

600 T. S. C. L.

600

29. 50' LT

EL 591. 66

595 NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

590

CUT= 5.20 SF

FILL= 0.00 SF 585 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.02 SF STS

SHEET SEQUENCE:

139 OF 146

80+75.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

595 600

-50 -45 -40 -35 -30 -25

-25 -20

-20 16. 27' LT

OH 16. 33' LT

EL 594. 47

17. 27' LT

EL 594. 41

EXI ST. ROW

-15

-15 -10

-10

595

585

-5

CUT= 3.1 CY

-5 0

CUT= 2.5 CY 5 10 15

FILL= 0.0 CY

605

600

WASHINGTON ST

SAN

595

590

CUT= 4.24 SF

FILL= 0.00 SF

585

81+67.89

FILL= 0.0 CY

600

WASHINGTON ST

SAN

590 590

CUT= 5.20 SF

585 585

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

595

SHEET 105 OF 111

605 10

PU BLIC W O RK S

CUT= 1.5 CY

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

585

Chest er f i el d,M i ssour i63017

590

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

595

TRA N SPO RTA TIO N

-5

T. 636 537 5585

595

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

SAN

ROW PLANS

-10 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

600

Ihereby speci f y thatthe

WASHINGTON ST

DI SCLAI M ER OF RESPONSI BI LI TY

605

RESURFACI NG

16. 36' LT

EL 594. 80

EXI ST. ROW

24. 00' LT

EL 595. 14

29. 00' LT

EL 595. 22

P. S. E.

NEW

605

W ASHI NGTON STREET

-15

W ASHI NGTON ST STA. 81+ 50 TO STA. 81+ 75

-20

EL 593. 80

24. 00' LT

29. 20' LT

EL 595. 28

T. S. C. L.

NEW

17. 27' LT

-30 EL 594. 89

29. 00' LT

-25

EL 593. 69

-35 EL 594. 97

P. S. E.

-30

24. 00' LT

-40 29. 88' LT

NEW

-35

EL 594. 11

-45 -40

29. 00' LT

590 EL 595. 00

590

EL 594. 19

-50 -45

30. 86' LT

-50

EL 594. 25

T. S. C. L.

600 T. S. C. L.

600

EXI ST. ROW

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

CUT= 6.87 SF

FILL= 0.00 SF 585

81+75.00 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

140 OF 146

81+50.00

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

590 600

-50 -45 -40 -35 -30 -25

605

-25 OH

-20

-20 -15

-15 -10

-10 CUT= 1.7 CY

-5

CUT= 1.7 CY

-5

CUT= 4.1 CY 0 5

0 5 10

10 15

605

WASHINGTON ST

SAN

600

590

82+50.00 FILL= 0.7 CY

605

WASHINGTON ST

SAN

600

595 595

CUT= 1.77 SF

590 FILL= 0.79 SF 590

82+25.00

FILL= 0.6 CY

605 605

WASHINGTON ST

595 595

CUT= 1.97 SF

590

600

SAN

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

FILL= 0.3 CY

Draw i ngs,Speci f i cati ons,

82+75.00

responsi bi l i ty f oral lother

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

SHEET 106 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

-5

thi ssheet,and Ihereby di scl ai m

CUT= 4.3 CY

l i mi ted to the desi gn aspectsof

T. 636 537 5585

-10

-5

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

590

ROW PLANS

FILL= 0.00 SF

authori zed by m y sealare

CUT= 7.57 SF

NOT FOR CONSTRUCTION

DESCRI PTI ON

REVI SI ONS

595

APP.

595

docum entsi ntended to be

590 BY

600

RESURFACI NG

-15

-10 REV.DATE

-15

605

Ihereby speci f y thatthe

600

DI SCLAI M ER OF RESPONSI BI LI TY

15. 89' LT

610

W ASHI NGTON STREET

15. 69' LT

EL 598. 80

24. 00' LT

EL 599. 26

29. 00' LT

EL 599. 34

EXI ST. ROW

40. 02' LT

610

W ASHI NGTON ST STA. 82+ 00 TO STA. 82+ 75

-20

15. 55' LT

EXI ST. ROW

EL 597. 84

EL 597. 01

-25

EXI ST. ROW

24. 00' LT

EL 598. 32

29. 00' LT

-20

15. 80' LT

-30 24. 00' LT

-30

EL 597. 26

29. 30' LT

EL 598. 40

P. S. E.

EL 595. 99

-35

-25

EXI ST. ROW

-40 -35

29. 00' LT

595 EL 598. 40

NEW

600

EL 597. 34

P. S. E.

605 -30

24. 00' LT

-45 -40 -35

EL 596. 20

-50 -45 -40

29. 00' LT

600 NEW

-50 -45

EL 596. 28

P. S. E.

-50

29. 36' LT

EL 596. 40

NEW

T. S. C. L.

605 EL 600. 21

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

WASHINGTON ST MSD BASE MAP:

SAN

8J, 9J

595

CUT= 1.81 SF

FILL= 0.66 SF 590 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.45 SF STS

SHEET SEQUENCE:

141 OF 146

82+00.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

605 T. S. C. L.

-50 -45 -40 -35 -30 -25

-25 OH

-20

-20 16. 12' LT

EL 599. 60

-15

-15 -10

-10 -5 0

CUT= 4.2 CY

610

600

595

590

-5

CUT= 1.8 CY 5

CUT= 8.48 SF

590 10

610

WASHINGTON ST 605

SAN

600 600

595

CUT= 3.34 SF

590 FILL= 0.00 SF 590

45 50

83+00.00

FILL= 0.0 CY

610

605

WASHINGTON ST

SAN

595

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

600

SHEET 107 OF 111

CUT= 2.9 CY

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

-5

F. 636 537 0275

595 orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

SAN

Chest er f i el d,M i ssour i63017

15. 85' LT

EL 600. 41

605

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

FILL= 0.06 SF

TRA N SPO RTA TIO N

-10

T. 636 537 5585

CUT= 2.82 SF DI SCLAI M ER OF RESPONSI BI LI TY

600

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

-15

WASHINGTON ST

ROW PLANS

24. 00' LT

EL 600. 59

29. 00' LT

EL 600. 66

EXI ST. ROW

T. S. C. L.

610

RESURFACI NG

600

W ASHI NGTON STREET

29. 58' LT

EL 600. 85

NEW

610

W ASHI NGTON ST STA. 82+ 81 TO STA. 83+ 25

-20

15. 89' LT

24. 00' LT

EL 599. 83

29. 00' LT

EL 599. 90

EXI ST. ROW

-25

EL 598. 88

-30

24. 00' LT

-35 -30

EL 599. 38

-40 -35

29. 76' LT

605 T. S. C. L.

595

29. 00' LT

595 EL 600. 16

NEW

605

EL 599. 45

-45 -40

EXI ST. ROW

-50 -45

40. 02' LT

-50

EL 600. 31

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

83+25.00 FILL= 0.0 CY

610 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

142 OF 146

82+80.90

FILL= 0.0 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

595

-50 -45 -40 -35 -30 -25

610

-25 OH

-20

-20 -15

-15 -10

-10 CUT= 1.3 CY

-5 0

CUT= 3.1 CY

-5

CUT= 2.4 CY 5

0 5 10

10 15

605

-5

83+82.45 FILL= 0.0 CY

610

WASHINGTON ST

SAN

605

600 600

CUT= 4.37 SF

595 FILL= 0.00 SF 595

83+75.00

FILL= 0.0 CY

610 610

WASHINGTON ST

600 600

CUT= 2.35 SF

595

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

WASHINGTON ST

SAN

605

SHEET 108 OF 111

610

PU BLIC W O RK S

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

FILL= 0.0 CY

W ASHI NGTON ST CROSS SECTI ONS

84+00.00

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

F. 636 537 0275

Chest er f i el d,M i ssour i63017

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

NOT FOR CONSTRUCTION

605

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

595 20

TRA N SPO RTA TIO N

600 15

T. 636 537 5585

SAN

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

CUT= 2.3 CY

DESCRI PTI ON

15. 44' LT

EL 602. 46

EXI ST. ROW

24. 00' LT

EL 602. 33

29. 00' LT

EL 602. 40

WASHINGTON ST

ROW PLANS

-10

0 APP.

595

authori zed by m y sealare

FILL= 0.11 SF

REVI SI ONS

CUT= 2.44 SF

RESURFACI NG

595 BY

600

docum entsi ntended to be

-5 REV.DATE

600

Ihereby speci f y thatthe

29. 33' LT

EL 602. 52

P. S. E.

610

W ASHI NGTON STREET

-15

-10

DI SCLAI M ER OF RESPONSI BI LI TY

-15

SAN

W ASHI NGTON ST STA. 83+ 50 TO STA. 84+ 00

-20

15. 50' LT

EL 602. 06

-20

15. 43' LT

EL 601. 95

-25

15. 58' LT

610 EXI ST. ROW

24. 00' LT

-25

EXI ST. ROW

24. 00' LT

EL 602. 12

29. 00' LT

EL 602. 20

NEW

610

EL 601. 22

-30 EL 602. 11

29. 00' LT

-30

24. 00' LT

-35 EL 602. 19

P. S. E.

-30

EL 601. 34

-40 -35

29. 00' LT

-45 -40 NEW

T. S. C. L.

605 -35

EL 601. 42

-50 -45 -40

P. S. E.

-50 -45

NEW

-50

29. 40' LT

EL 601. 55

605 T. S. C. L.

605

EXI ST. ROW

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

600

CUT= 4.75 SF

FILL= 0.00 SF 595 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.14 SF STS

SHEET SEQUENCE:

143 OF 146

83+50.00

FILL= 0.1 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

600

-50 -45 -40 -35 -30

-30

-25

610 OH

-20

-20 -15

-15 -10

-10 CUT= 1.8 CY

-5

CUT= 2.2 CY

-5

CUT= 2.3 CY 0 5

0 5 10

10 15

610

WASHINGTON ST

SAN

605

600

595

84+75.00 FILL= 0.3 CY

610

WASHINGTON ST

SAN

605

600

CUT= 2.15 SF

595 FILL= 0.15 SF 595

84+50.00

FILL= 0.2 CY

610

WASHINGTON ST

SAN

600

CUT= 2.58 SF

595 595

605

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

FILL= 0.6 CY l i mi ted to the desi gn aspectsof

85+00.00

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

SHEET 109 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

16. 00' LT

EL 603. 18

EXI ST. ROW

24. 00' LT

EL 603. 51

29. 00' LT

NOT FOR CONSTRUCTION

DESCRI PTI ON

605

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

TRA N SPO RTA TIO N

T. 636 537 5585

-5

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

CUT= 1.7 CY

authori zed by m y sealare

595 APP.

P. S. E. EL 603. 59

NEW

SAN

ROW PLANS

-10

0 REVI SI ONS

FILL= 0.94 SF

docum entsi ntended to be

-5 BY

CUT= 1.81 SF

RESURFACI NG

-15

-10 REV.DATE

600

Ihereby speci f y thatthe

-15

DI SCLAI M ER OF RESPONSI BI LI TY

30. 10' LT

EL 603. 95

T. S. C. L.

610

W ASHI NGTON STREET

14. 82' LT

EL 603. 34

EXI ST. ROW

24. 00' LT

EL 603. 49

29. 00' LT

595

W ASHI NGTON ST STA. 84+ 25 TO STA. 85+ 00

-20

14. 88' LT

P. S. E.

EL 603. 57

NEW

EL 603. 10

-25

EXI ST. ROW

24. 00' LT

EL 603. 11

29. 00' LT

-30

-20

14. 95' LT

-35

-25

EL 602. 86

-40 -35

-30

EXI ST. ROW

-45 -40 -35

24. 00' LT

-50 -45 -40

EL 603. 18

-50 -45

EL 602. 72

610 P. S. E.

-50

29. 21' LT

605 NEW

600

29. 00' LT

600 EL 603. 25

NEW

605

EL 602. 79

P. S. E.

610 T. S. C. L.

610

29. 43' LT

EL 602. 94

605 NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

WASHINGTON ST 20MSD-00206

MSD BASE MAP:

8J, 9J

600

CUT= 1.79 SF

FILL= 0.45 SF 595 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.29 SF STS

SHEET SEQUENCE:

144 OF 146

84+25.00

FILL= 0.2 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

605 610

-50 -45 -40 -35 -30 -25 23. 52' LT

24. 00' LT

-25

-20

-20 -15

-15 -10

-10

SAN

CUT= 2.4 CY

-5

CUT= 1.0 CY

600

595

-5

CUT= 1.5 CY 0 5

CUT= 3.02 SF

595 10 15 20 25 30

610 610

WASHINGTON ST

605

600

595

85+50.00 FILL= 0.1 CY

WASHINGTON ST 610

605

600

CUT= 3.38 SF

595 FILL= 0.00 SF 595

85+25.00

FILL= 0.0 CY

610

WASHINGTON ST

600

605

orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

FILL= 0.4 CY

responsi bi l i ty f oral lother

85+75.00

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

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

SHEET 110 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

TRA N SPO RTA TIO N

-5 T. 636 537 5585

CUT= 1.5 CY

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

-10

NOT FOR CONSTRUCTION

DESCRI PTI ON

605

ROW PLANS

-5 APP.

595

authori zed by m y sealare

FILL= 0.70 SF

REVI SI ONS

CUT= 1.44 SF

RESURFACI NG

-15

-10 BY

600

docum entsi ntended to be

-15 REV.DATE

WASHINGTON ST

Ihereby speci f y thatthe

15. 42' LT

EL 601. 88

EXI ST. ROW

24. 00' LT

EL 602. 45

29. 00' LT

610

W ASHI NGTON STREET

595

DI SCLAI M ER OF RESPONSI BI LI TY

-20

15. 64' LT

EL 602. 41

600

W ASHI NGTON ST STA. 85+ 17 TO STA. 85+ 75

-20

16. 20' LT

-25

EL 602. 92

EXI ST. ROW

24. 00' LT

P. S. E. EL 602. 52

NEW

OHOH

16. 22' LT

600 EL 603. 30

EL 602. 89

29. 00' LT

EL 602. 96

P. S. E.

-25

EL 603. 00

-30 EL 603. 32

29. 00' LT

EL 603. 40

NEW

610

EXI ST. ROW

-35 -30

24. 00' LT

-40 -35

P. S. E.

605 -30

EL 603. 43

-45 -40 -35

29. 00' LT

-50 -45 -40

NEW

610 T. S. C. L.

-50 -45

EL 603. 50

605 NEW

-50

P. S. E.

T. S. C. L.

605

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

600

CUT= 1.80 SF

FILL= 0.23 SF 595 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

145 OF 146

85+16.50

FILL= 0.3 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn

605

-50 -45 -40 -35 -30 -25 OH

-25

OH OH

-20

-20 -15

-15 -10

-10 CUT= 2.1 CY

600

595

-5

CUT= 0.2 CY

-5

CUT= 2.0 CY 0 5 10 15 20

86+25.00 FILL= 0.4 CY

610

WASHINGTON ST 605

600

CUT= 3.17 SF

FILL= 0.00 SF

595

86+01.54

FILL= 0.0 CY

610 610

WASHINGTON ST

600 600

CUT= 2.91 SF

595 595

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

605

SHEET 111 OF 111

PU BLIC W O RK S

W ASHI NGTON ST CROSS SECTI ONS

5 F. 636 537 0275

Chest er f i el d,M i ssour i63017

-5

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

-10

TRA N SPO RTA TIO N

600

T. 636 537 5585

605

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

WASHINGTON ST orsurvey

partofthe engi neeri ng proj ect

i ntended to be used f orany

docum entsrel ati ng to or

Property i nf orm ati on,orother

Esti m ates,Reports,Surveys,

Draw i ngs,Speci f i cati ons,

responsi bi l i ty f oral lother

thi ssheet,and Ihereby di scl ai m

l i mi ted to the desi gn aspectsof

authori zed by m y sealare

docum entsi ntended to be

Ihereby speci f y thatthe

DI SCLAI M ER OF RESPONSI BI LI TY

610

ROW PLANS

-15

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

FILL= 0.5 CY

RESURFACI NG

15. 78' LT

EL 600. 82

EXI ST. ROW

24. 00' LT

EL 601. 32

29. 00' LT

EL 601. 40

P. S. E.

610

W ASHI NGTON STREET

29. 36' LT

EL 601. 28

NEW

CUT= 0.7 CY

W ASHI NGTON ST STA. 86+ 00 TO STA. 86+ 25

-20

15. 63' LT

EL 601. 42

-25 OH

15. 62' LT

610

EXI ST. ROW

24. 00' LT

EL 601. 97

29. 00' LT

EL 602. 05

P. S. E.

EL 601. 44

-30

EXI ST. ROW

-35 -30

24. 00' LT

-40 -35

EL 602. 00

-45 -40

29. 00' LT

605 T. S. C. L.

595

EL 602. 08

-50 -45

NEW

-50

P. S. E.

T. S. C. L.

605

NEW

COUNTY PROJECT NO.

AR-1719

FEDERAL PROJECT NO.

STP 5598(609)

E-W GATEWAY TIP NO.

6834H-21

MSD:

20MSD-00206

MSD BASE MAP:

8J, 9J

600

CUT= 1.57 SF

FILL= 1.02 SF 595 DATE:

7/14/2021

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

FILL= 0.00 SF STS

SHEET SEQUENCE:

146 OF 146

86+00.00

FILL= 0.3 CY N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\101-111_AR-1719_X-Sections.dgn