Berry Road-Big Bend Road Intersection Improvements Construction Plans 1-11-2023r publication by STLCOGOV

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602)

FINAL PLANS

E-W GATEWAY TIP NO.

6850B-20 MSD:

P22MSD-00344

BERRY ROAD AT BIG BEND ROAD INTERSECTION IMPROVEMENTS

MSD BASE MAP:

PROJECT LIMITS

INDEX OF SHEETS

GENERAL LEGEND

REVI SI ONS

FEDERAL PROJECT NO. CMAQ-5443(602)

APP.

ST. LOUIS COUNTY PROJECT NO. AR-1724

DESCRI PTI ON

24L

END PROJECT BERRY ROAD STA 5+65.88

RIGHT-OF-WAY EXISTING P L

PROPERTY LINE UNDERGROUND UTILITY (TYPE SPECIFIED)

T-TELEPHONE/CATV G-GAS

200

600

400

CITY OF WEBSTER GROVES

MAINTENANCE SIGN

E-ELECTRIC

SI GN

CONSTRUCTION LIMITS (C.L.)

TITLE SHEET

SUMMARY OF QUANTITIES

DETAILED QUANTITIES

4 -5

TYPICAL SECTIONS

SI GN

SIGN

GROVE AVE

W OOD

E FENC

BERRY RD

SCALE: 1" = 200'

TREE/VEGETATION LINE

END PROJECT BIG BEND ROAD STA 24+25.00

SPRI NLER

SCALE IN FEET

TREE OR SHRUB (DESIGNATE DIA. & TYPE)

00 + 28

MAI L BOX

FENCE (DESIGNATE TYPE)

BEGIN BERRY RD STA 0+00.00= BIG BEND ROAD STA 20+00.00

SIGN

RETAINING WALL PROFILE AND DETAILS

STORM SEWER PROFILES

11-15

TRAFFIC CONTROL PLAN

EROSION CONTROL PLAN

00 + 27

00 + 26

GN SI

00 + 25

17-18

E C

M LU A

PERMANENT DRAINAGE EASEMENT

FENCE

OAKLAND

RAILROAD

WEBSTER WOODS DR

PLAN AND PROFILE

SI GN

CITY OF

NUM ALUMI

GUARDRAIL

7 -8

68 + 28

WOOD FENCE

HORIZONTAL ALIGNMENT DATA

00 + 24

GN I S

P.D.E.

FEN .

DI SCLAI M ER OF RESPONSI BI LI TY

W-WATER

DESCRIPTION

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

SHEET NUMBER

SYMBOLOGY

RIGHT-OF-WAY NEW

REV.DATE

DESCRIPTION

SIGNING AND STRIPING PLAN

GN SI

2 5 g P 1 3

SI GN

at Pl

k B

E N LI G N I LD I U 'B 5 7

GN SI

N I

CHA

N I LD I G

K N I L

N LI E

FEN

at l P

WARPING DETAILS

k B 1 3 P g

P.S.E.

2 5

PERMANENT SIDEWALK EASEMENT

00 + 23 GN SI

T.S.C.L.

PERMANENT TRAFFIC SIGNAL EASEMENT

P.T.S.E.

20-21

GN SI

TEMPORARY SLOPE AND CONSTRUCTION LICENSE

00 + 22

CURB RAMP DETAILS

GN SI

BIG BEND RD

TRAFFIC SIGNAL MODIFICATIONS

00 + 21

N G SI

GN SI

P.F.E.

BEGIN PROJECT BIG BEND ROAD STA 17+75.00

SANDERS PL

PERMANENT ROADWAY IMPROVEMENT,

PERMANENT FOOTING EASEMENT

CE N E F

UM N MI U L A

ST PO

00 + 20

TEMPORARY SIGNAL LAYOUT

GV GV

SIGN

GRANT RD

00 9+ 1 GN SI

SIGN

23-24

00 8+ 1

SIGN

TRAFFIC SIGNAL MODIFICATIONS

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

MAINTENANCE AND UTILITY EASEMENT

M NU I UM AL

E NC FE

HAWKINS CT

00 + 7 1

TRAFFIC SIGNAL QUANTITIES

26-33

BIG BEND CROSS SECTIONS

34-40

BERRY RD CROSS SECTIONS

SIGN

PERMANENT ROADWAY IMPROVEMENT, 00 6+ 1

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

MAINTENANCE AND UTILITY SIDEWALK

SIGN

AND SEWER EASEMENT

00 5+ 1

PERMANENT RETAINING WALL EASEMENT

BETHESDA DILWORTH DR

P.R.W.E.

GN SI

G RAV

EK S CRE OI

GN SI

00 4+ 1

GN SI

PS X US BO L I MA

DATE:

00 3+ 1 GM

1/6/2023

GN SI E NC FE

D AR LL BO OD WO ER NL RI SP

00 2+ 1

K C MNS BRI LU O C

N AI CH

NK LI

L I RA

S MN OLU C K C I R B

00 + 1 1 GV

(U.I.P.)

SIGN D AR T Y GH I L

S GA

E LV VA R LE NK RI SP

WV D AR T Y GH I L

GN SI

0 0 + 0 1 R KL SP WV

' 32 . 29

GN SI 21.24'

R KL SP

0 0 + 9

TO BE REMOVED AND REPLACED

(T.B.R.&R.)

TO BE REMOVED AND REPLACED BY OTHERS

0 0 + 8

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

0 0 + 7

0 0 + 6 4 62 nd #8 Be g Bi

ADJUST TO GRADE

(A.T.G)

0 0 + 5

0 0 + 4

ADJUST TO GRADE BY OTHERS

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

TO BE ABANDONED AND FILLED

(T.B.A.&F.)

0 0 3+

MSD CERTIFICATION

BERRY RD:

5+65.88

STA.

0+00.00

9,600

APPARENT LENGTH

565.88

FEET

14,000

EQUATIONS AND EXCEPTIONS

FEET

TOTAL CORRECTIONS

FEET

NET LENGTH OF PROJECT

565.88

FEET

ALSO ON THE SAME HEADWALL. 19569 NAVD88(SLC2011A) ELEV = 582.42 FT US CUT "L" ON TOP SOUTHEAST CORNER OF THE RAISED CONCRETE BASE FOR METAL TRAFFIC SIGNAL

BIG BEND RD: DESIGN ADT (2041):

N.T.S.

CONTROL BOX SITUATED NORTH OF THE MARKED PEDESTRIAN CROSSWALK ACROSS BIG BEND BOULEVARD AT THE NORTHEAST CORNER OF BIG BEND BOULEVARD AND BERRY ROAD; ROUGHLY 35

BERRY RD:

13,000

BIG BEND RD:

17,000

FEET EAST OF THE CENTERLINE OF BERRY ROAD AND 30 FEET NORTH OF THE CENTERLINE OF BIG BEND ROAD.

50%

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

BIG BEND RD.

D O O

E ADAMS AVE

END OF PROJECT

STA.

24+25.00

BEGINNING OF PROJECT

STA.

17+75.00

W T S BREN KWOOD AV E C

ND BE

G I B

TRUCK PERCENTAGE (T) = APPARENT LENGTH 5%

BIG BEND RD:

FEET

TOTAL CORRECTIONS

FEET

NET LENGTH OF PROJECT

650.00

FEET

STATE LENGTH

0.23

MILES

SIGNED P.E.

FEDERAL LENGTH

0.23

MILES

DATE

35 MPH

BI G BEND RD

T AN

BERRY RD:

FEET

DESIGN SPEED (V) =

650.00

EQUATIONS AND EXCEPTIONS

AV E

BERRY RD:

M S EL

DIRECTIONAL DISTRIBUTION (D) =

100

R D

40 MPH S

30 MPH

BIG BEND RD:

35 MPH

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.

O N RD T NG I

BERRY RD:

PP A

POSTED SPEED (V) =

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

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

M.S.D. P-NUMBER:

PROJECT LOCATION

P22MSD-00344

P.E

APPROVED: M.S.D. BASE MAP:

24L

Stephanie Leon Streeter, P.E. DESIGNED:

Director

REVIEW ENGINEER: APPROVAL DATE:

N.T.S.

TI TLE SHEET

NORTHEAST CORNER OF THE SAME HEADWALL, AND 2 FEET WEST OF A FOUND SQUARE [SEE BM 19365]

CURRENT ADT (2021):

STA.

BEGINNING OF PROJECT

TRA N SPO RTA TIO N

OF THE CENTERLINE OF BIG BEND BOULEVARD, 21.5 FEET WEST OF A FOUND "L" [SEE BM 19581] ON THE

END OF PROJECT

I NTERSECTI ON I M PROVEM ENTS

BEND BOULEVARD AND APPROXIMATELY 0.15 MILES WEST OF BERRY ROAD; ROUGHLY 30 FEET NORTH

BERRY RD AT BI G BEND RD

FOR GRAVOIS CREEK UNDER BIG BEND BOULEVARD WEST OF PROPERTY ADDRESSED AS #9551 BIG

MINOR ARTERIAL

CUT TRIANGLE ON TOP OF 39 FOOT LONG NORTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT

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.

L VD

BIG BEND RD:

BERRY RD

L V

MINOR ARTERIAL

L O

BERRY RD:

FUNCTIONAL CLASSIFICATION:

19568 NAVD88(SLC2011A) ELEV = 562.25 FT US

LOCATOR MAP

LENGTH OF PROJECT

N BERRY

PROJECT BENCHMARKS:

DESIGN CRITERIA

PROJECT SPECIFIC INFORMATION

GEYER

(RELOC.)

N SAPPI NG T O N R D

BANBURY CT

0 0 + 1

RELOCATE

CITY OF CRESTWOOD

0 0 2+

8 8 + 0

DATE:

GDO

January 10, 2023

DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_Title.dgn

1/ 6/ 2023

EC EL L L PI X BO

BRICK

USE IN PLACE

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

NK LI

E FENC UM NI I ALUM

R KL SP ICV

PU BLIC W O RK S

N AI CH

R KL SP

F. 636 537 0275

D UR GA

(T.B.A.)

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

R LE NK RI SP

TO BE ABANDONED

T. 636 537 5585

M NU I UM AL

R NLE I SPR

SPKLR

Chest er f i el d,M i ssour i63017

(T.B.R.)

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

TO BE REMOVED

SHEET SEQUENCE:

OF 40

N:\E18022 St Louis County Big Bend and Berry\drawings\output\003_AR-1724_Quanitites.dgn

12/ 16/ 2022

SUM M ARY OF QUANTI TI ES

I NTERSECTI ON I M PROVEM ENTS

BERRY RD AT BI G BEND RD

PU BLIC W O RK S

TRA N SPO RTA TIO N

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

T. 636 537 5585

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

DI SCLAI M ER OF RESPONSI BI LI TY

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

DATE:

12/16/2022

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

OF 40

N:\E18022 St Louis County Big Bend and Berry\drawings\output\004_AR-1724_Detailed Quanitites.dgn

12/ 16/ 2022

DETAI LED QUANTI TI ES

I NTERSECTI ON I M PROVEM ENTS

BERRY RD AT BI G BEND RD

PU BLIC W O RK S

TRA N SPO RTA TIO N

F. 636 537 0275

Chest er f i el d,M i ssour i63017

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

T. 636 537 5585

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

DI SCLAI M ER OF RESPONSI BI LI TY

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

DATE:

12/16/2022

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

BIG BEND RD

E-W GATEWAY TIP NO.

VARIES 75' TO 85'

VARIES 18.0' TO 24.0'

4" CONC 5.0' TO 4.0' TREE LAWN SW (SEE PLANS FOR LIMITS)

MSD:

ï»¿î„€ ROW/ BEND RD

10' TRAVEL LANE

P22MSD-00344

BIG BEND WB

MSD BASE MAP:

1.8'

9.5'

10.0'

EXIST. LANE

EXIST. ASPHALT CURB 2.0%

FULL DEPTH SAWCUT

VARIES 5.0' TREE LAWN 4" CONC 6.0' TO 0.0' SW (SEE PLANS 1.5% FOR LIMITS)

VARIES 8.19' TO 15.45'

4" TYPE 5 AGGREGATE 4" TYPE 5 AGGREGATE STA 20+56.80 BEING MILL 2" EXISTING ASPHALT 2" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

MODIFIED INTEGRAL CURB SEE DETAIL ON SHEET 5 TACK COAT

EXIST. ASPHALT CURB

2" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

REV.DATE

BIG BEND RD STA 17+85.46 TO 19+23.08

8" CONCRETE PAVEMENT

BIG BEND RD STA 19+57.96 TO STA 21+35.97 MILLING LIMITS STA 19+23.08 TO 21+35.97

4" TYPE 5 AGGREGATE BASE

EXIST. ROW

EXIST. ROW VARIES 75' TO 85'

ï»¿î„€ ROW/ BEND RD

1.75'

NEW LANE VARIES 10' TO 12'

VARIES

9.5'

10.0'

VARIES

9.5' TO 5.75' EXIST. LANE

EXIST. LANE

10.0' TO 15.0' EXIST. LANE

NEW LANE VARIES 10' TO 12' PAVEMENT WIDENING VARIES 2.0' TO 11.9' VARIES 10.0' TO 0.0' EXIST. LANE

7.0' 4" CONC SW DATE:

MILL 2" EXISTING ASPHALT TACK COAT 2" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

MODIFIED INTEGRAL CURB SEE DETAIL ON SHEET 5

TRA N SPO RTA TIO N

CONCRETE MIXTURE SP125 BIG BEND RD STA 21+35.97 TO STA 22+90.00

4" TYPE 5 AGGREGATE BASE

EXIST. ROW

EXIST. ROW 75' TREE LAWN VARIES 0.0' TO 9.0' (SEE PLANS FOR LIMITS) WHEN SIDEWALK IS ADJACENT TO CURB A 1/2" EXPANSION JT WITH SEALER SHALL BE USED

PAVEMENT WIDENING VARIES 11.9' TO 2.0'

VARIES

10.0'

15.0'

VARIES

5.8' TO 0.0' EXIST. LANE

9.5' TO 13.0' EXIST. LANE

EXIST. LANE

0.0' TO 10.0' EXIST. TURN LANE 5.0'

EXIST. ASPHALT CURB

4" CONC SW FULL DEPTH SAWCUT 1.5%

1 3: 4" TYPE 5 AGGREGATE

2" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125

MODIFIED INTEGRAL CURB SEE DETAIL ON SHEET 5 TACK COAT 2" SUPERPAVE ASPHALTIC

MILL 2" EXISTING ASPHALT

CONCRETE MIXTURE SP125

TYPI CAL SECTI ONS ( SHEET 1 OF 2)

NEW 12' LANE

BERRY RD AT BI G BEND RD

NEW 12' LANE

PU BLIC W O RK S

2" SUPERPAVE ASPHALTIC 8" CONCRETE PAVEMENT

ï»¿î„€ ROW/ BEND RD

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

1/2" EXPANSION JT WITH SEALER

F. 636 537 0275

4" TYPE 5 AGGREGATE

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

NEW MODULAR BLOCK WALL WITH TYPE B GUTTER (SEE PLANS FOR LIMITS)

1.5%

T. 636 537 5585

FULL DEPTH SAWCUT

Chest er f i el d,M i ssour i63017

12/15/2022 EXIST. ASPHALT CURB

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

DESIGNED:

8" CONCRETE PAVEMENT

GDO DRAWN:

BIG BEND RD STA 22+90.00 TO STA 23+13.13 MILLING LIMITS STA 22+90.00 TO STA 24+25.00

GDO

4" TYPE 5 AGGREGATE BASE CHECKED:

STS 0

SHEET SEQUENCE:

SCALE IN FEET SCALE: 1" = 5' N:\E18022 St Louis County Big Bend and Berry\drawings\output\007_AR-1724_TypSec.dgn

12/ 15/ 2022

1.5%

2.5' TO 2.8'

24L

I NTERSECTI ON I M PROVEM ENTS

VARIES

DESCRI PTI ON

5.0'

REVI SI ONS

VARIES

6850B-20

DI SCLAI M ER OF RESPONSI BI LI TY

15.0'

CMAQ-5443(602)

ï»¿î EXIST. ROW

EXIST. ROW

APP.

TSCL

EXIST. ROW

COUNTY PROJECT NO.

AR-1724

MSD NOTES

FEDERAL PROJECT NO.

ABANDONMENT/PERMITS:

CMAQ-5443(602)

MSD PERMITS ARE REQUIRED PRIOR TO THE ABANDONMENT OR REMOVAL OF EXISTING SEWERS. TO RECEIVE MSD PERMITS THE PROJECT MUST HAVE MSD PLAN APPROVAL. NOTIFY MSD 48 HOURS PRIOR TO SEWER ABANDONMENT AND/OR REMOVAL.

E-W GATEWAY TIP NO.

6850B-20 MSD:

COMPACTED FILL REQUIREMENTS:

49.58'

EXIST. T.S.C.L. ï»¿î„€ BERR 30.00'

19.58'

24L

FILL OR REMOVE ABANDONED SEWER:

11.00'*

11.00'

EXIST. LANE

11.00'

RT TURN LANE

VARIES

LANE

11.0' TO 15.0' LANE

MATCH EXIST. CROSS SLOPE

NOTE - PIPE JOINTS WITH ADAPTERS AND COUPLINGS SHALL BE SUPPLIED AND INSTALLED WITH 316 STAINLESS STEEL NUT AND BOLT CLAMPS (T-BOLT) CONFIGURATION; AND WITH STAINLESS STEEL SHEAR BANDS, BEING A MINIMUM OF TWELVE (12) MILS (MSD STD. CONST. SPECS. PT. 2, SUBSECTION H-11). WORM DRIVE HOSE CLAMPS AND CONCRETE BACKFILLING (CAUSTICITY) WILL NO LONGER BE ALLOWED AT THOSE JOINTS. GRANULAR BACKFILL SHOULD BE USED. IF FLOWABLE FILL IS REQUIRED, THE CONTRACTOR SHALL WRAP AND TAPE THE ADAPTERS AND COUPLINGS WITH A SIX (6) MIL POLYETHYLENE SHEET.

PUBLIC SEWER MAINTENANCE: FULL DEPTH SAW CUT

TACK COAT

4" CONCRETE SIDEWALK

REMOVE REPLACE OR REHAB NOTE:

2" SUPERPAVE ASPHALTIC

1/2" EXPANSION JT WITH SEALER

CONCRETE MIXTURE SP125

2" SUPERPAVE ASPHALTIC

8" CONCRETE PAVEMENT

CONCRETE MIXTURE SP125

SEE DETAIL THIS SHEET

THE REMOVAL AND REPLACEMENT, OR REHABILITATION OF THE EXISTING STRUCTURE WILL BE DETERMINED BY THE MSD FIELD INSPECTOR. IF THE STRUCTURE IS DETERMINED TO REMAIN IN PLACE, THEN THE TOP SHALL BE ADJUSTED TO GRADE, IF NEEDED.

MILL 2" EXISTING ASPHALT

SHOP DRAWINGS:

4" TYPE 5 AGGREGATE BASE

THE PROJECT ENGINEER SHALL PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN MISSOURI FOR APPROVAL TO MSD PRIOR TO CONSTRUCTION OF THESE STRUCTURES. STRUCTURES SHALL BE DESIGNED TO SUSTAIN HS-20 LOADS. PLEASE CONTACT THE DISTRICT S CONSTRUCTION MANAGEMENT DIVISION AT (314) 335-2072 FOR QUESTIONS.

* VARIES AT BIG BEND

BERRY RD STA 0+00.00 TO STA 4+64.05 MILLING LIMITS STA 0+00.00 TO STA 5+65.88

STANDARD CONSTRUCTION: ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES TO BE DEDICATED TO MSD, OR TO BE PRIVATE UNDER MSD INSPECTION, SHALL CONFORM TO THE METROPOLITAN ST. LOUIS SEWER DISTRICT, STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES, 2009. THAT WILL INCLUDE STANDARD DETAILS SHOWN THEREIN, AND SHALL INCLUDE ALL SUBSEQUENT CHANGES MADE THERETO. SOME RECENT CHANGES CONCERN PLASTIC PIPE MATERIALS AND PIPE FIELD TESTING AND PERFORMANCE, AND INCLUDE THE FOLLOWING:

DATE:

1/2"

JT WITH SEALER

HIGH DENSITY POLYETHYLENE (HDPE) PIPE IS NOT ALLOWED FOR GRAVITY SEWERS FOR STORM, COMBINED, OR SANITARY SEWERS THAT ARE PUBLIC OR PRIVATE UNDER MSD INSPECTION. POLYPROPYLENE (PP) PIPE IS ALLOWED AS FOLLOWS FOR GRAVITY SEWERS THAT ARE PUBLIC OR PRIVATE UNDER MSD INSPECTION:

2" BITUMINOUS

CONCRETE PAVEMENT 1.5%

FOR USE IN SANITARY AND COMBINED SEWERS 12 TO 60 INCHES IN DIAMETER IT SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2764 STANDARD SPECIFICATION FOR 6 TO 60 IN. POLYPROPYLENE (PP) CORRUGATED DOUBLE AND TRIPLE WALL PIPE AND FITTINGS FOR NON- PRESSURE SANITARY SEWER APPLICATIONS. FOR USE IN STORM SEWERS 12 TO 24 INCHES IN DIAMETER IT SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2881 STANDARD SPECIFICATION FOR 12 TO 60 IN. POLYPROPYLENE (PP) DUAL WALL PIPE AND FITTINGS FOR NON-PRESSURE STORM SEWER APPLICATIONS; OR FOR USE IN STORM SEWERS 12 TO 60 INCHES IN DIAMETER IT SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2764 STANDARD SPECIFICATION FOR 6 TO 60 IN. POLYPROPYLENE (PP) CORRUGATED DOUBLE AND TRIPLE WALL PIPE AND FITTINGS FOR NON- PRESSURE SANITARY SEWER APPLICATIONS.

MATCH EXIST.

16"

CROSS SLOPE

4" TYPE 5 AGGREGATE BASE

CONCRETE PAVEMENT

MODIFIED INTEGRAL CURB N.T.S. TO BE PAID FOR AS "INTEGRAL CURB (OVER 6" HEIGHT)

NEW SIGNAL POLE FOUNDATION

NEW CHANNELIZATION ISALND

STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE: PROJECT DISTURBANCE = 0.380 ACRES PROJECT RUNOFF DIFFERENTIAL: REFER TO CDG'S P#-0031115-00 FOR THE PROJECT RUNOFF DIFFERENTIAL ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON THIS SITE MAY REQUIRE ADDITIONAL STORMWATER MANAGEMENT PER MSD REGULATIONS IN PLACE AT THAT TIME (INCLUDING TOTAL LAND DISTURBANCE AND/OR IMPERVIOUSNESS ADDED ON THIS PLAN.)

TYPI CAL SECTI ONS ( SHEET 2 OF 2)

12"

I NTERSECTI ON I M PROVEM ENTS

DESIGNED:

EXIST. 12" RCP

GDO MAINTAIN MIN 6" SEPARATION BETWEEN OUTSIDE OF EXISTING 12" RCP AND NEW SIGNAL POLE FOUNDATION

DRAWN:

GDO CHECKED:

STS

SIGNAL FOUNDATION IN CHANNELIZATION ISLAND DETAIL

SHEET SEQUENCE:

SCALE IN FEET

N.T.S. SCALE: 1" = 5' N:\E18022 St Louis County Big Bend and Berry\drawings\output\008_AR-1724_TypSec.dgn

12/ 15/ 2022

INTEGRAL WITH

SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH INTEGRITY TESTING DELETE THE FIRST SENTENCE AND THE FOLLOWING REPLACEMENT APPLIES: ALL SANITARY AND COMBINED SEWERS SHALL SUSTAIN A MAXIMUM LEAKAGE LIMIT OF 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS REQUIRED BY THE MISSOURI DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS. SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH INTEGRITY TESTING, SUBPARAGRAPH C, INFILTRATION/EXFILTRATION TESTING DELETE THE SIXTH SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING REPLACEMENT APPLIES: THE MEASUREMENT OF LEAKAGE SHALL NOT EXCEED 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS REQUIRED BY THE MISSOURI DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS. SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH A, VACUUM TESTING AFTER THE FIRST SENTENCE, THE FOLLOWING ADDITION APPLIES: THE VACUUM TEST MUST BE PERFORMED PRIOR TO BACKFILLING AROUND THE MANHOLE UNLESS THE CONTRACTOR PROVIDES DOCUMENTATION FROM THE PRECAST MANHOLE MANUFACTURER STATING THAT THE MANHOLE MAY BE VACUUM TESTED AFTER BACKFILLING HAS TAKEN PLACE. THE CONTRACTOR MUST SUBMIT THIS DOCUMENTATION PRIOR TO BACKFILLING AROUND ANY MANHOLE. SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH B, EXFILTRATION TESTING DELETE THE SECOND SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING ADDITION APPLIES: FOR EXFILTRATION TESTING, THE ALLOWABLE LEAKAGE LIMIT IS 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY WHEN THE AVERAGE HEAD ON THE TEST SECTION IS THREE FEET (3 ) OR LESS. IF REINFORCED CONCRETE PIPE IS USED FOR SANITARY OR COMBINED SEWERS LARGER THAN 27 , ALL PIPE AND JOINTS SHALL CONFORM TO ASTM C 361. IN ADDITION, IF THE DIAMETER IS LARGER THAN 48 , THE JOINT TYPE MUST INCLUDE A GASKET THAT IS CONFINED IN A GROOVE IN THE SPIGOT OF THE PIPE.

BERRY RD AT BI G BEND RD

TACK COAT CURB SHALL BE

TRA N SPO RTA TIO N

PART 4 - PIPE SEWER CONSTRUCTION

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

PART 2 - MATERIALS OF CONSTRUCTION

PU BLIC W O RK S

1/2" EXPANSION

F. 636 537 0275

12/15/2022

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

MODIFIED INTEGRAL CURB

DI SCLAI M ER OF RESPONSI BI LI TY

MAINTENANCE OF THE SEWERS DESIGNATED PUBLIC SHALL BE THE RESPONSIBILITY OF THE METROPOLITAN ST. LOUIS SEWER DISTRICT UPON DEDICATION OF THE SEWERS TO THE DISTRICT.

4" TYPE 5 AGGREGATE

T. 636 537 5585

1.5%

PIPE JOINTS WITH ADAPTERS AND COUPLINGS NOTE:

Chest er f i el d,M i ssour i63017

3: 1

THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHEREVER POSSIBLE.

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

6.00'

LIMITS OF DISTURBANCE:

VARIES 4' TO 0'

VARIES 5.9' TO 9.7'

REV.DATE

22.50'

1.00'

REVI SI ONS

ABANDONED SEWERS SHALL BE REMOVED OR COMPLETELY FILLED WITH GROUT ï»¿â„„ BER

DESCRI PTI ON

10.00'

MSD BASE MAP:

EXIST ROW

A REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER WILL VERIFY THAT ALL COMPRESSIBLE MATERIAL HAS BEEN REMOVED PRIOR TO FILL PLACEMENT AND THAT ALL FILL, AND FILLED AREAS, INCLUDING TRENCH BACKFILLS, UNDER BUILDINGS AND UNDER SANITARY AND STORM SEWER LINES CONSTRUCTED ABOVE THE ORIGINAL GROUND SURFACE, HAS BEEN COMPACTED TO 90% MODIFIED PROCTOR. FILL IS TO BE PLACED IN A MAXIMUM OF NINE-INCH (9 ) LIFTS. TESTS SHALL BE TAKEN AT A MAXIMUM OF FIFTY-FEET (50 ) WIDE INTERVALS ALONG THE ROUTE OF THE PIPE, AT A MAXIMUM INTERVAL, OF TWO FEET (2 ), VERTICALLY AND LATERALLY ON EACH SIDE OF THE PIPE, AT A DISTANCE EQUAL TO THE DEPTH OF FILL OVER THE PIPE. A COPY OF THESE RESULTS WILL BE SUBMITTED TO MSD PRIOR TO PLACEMENT OF THE SEWER PIPE.

APP.

EXIST ROW

P22MSD-00344

COUNTY PROJECT NO.

AR-1724

CMAQ-5443(602)

CURVE 2 PI 25+55.00 PC 25+16.96 PT 25+93.02 3°46'06" L D 4°57'15" L 76.06' T 38.05' R 1156.51'

E-W GATEWAY TIP NO.

6850B-20 MSD:

R oad

P22MSD-00344 MSD BASE MAP:

REVI SI ONS

300

200

SCALE IN FEET

s d o o

F. 636 537 0275

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

PU BLIC W O RK S

TRA N SPO RTA TIO N

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

98 . +31 0 2 PC

T. 636 537 5585

Chest er f i el d,M i ssour i63017

72 ° 11' 16"

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

1 + 00

2+ 00

72 ° 11' 5"

w a

85 ° 43 ' 49 "

r e st

12/15/2022

HORI ZONTAL ALI GNM ENT DATA

19568 NAVD88(SLC2011A) ELEV = 562.25 FT US CUT TRIANGLE ON TOP OF 39 FOOT LONG NORTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT FOR GRAVOIS CREEK UNDER BIG BEND BOULEVARD WEST OF PROPERTY ADDRESSED AS #9551 BIG BEND BOULEVARD AND APPROXIMATELY 0.15 MILES WEST OF BERRY ROAD; ROUGHLY 30 FEET NORTH OF THE CENTERLINE OF BIG BEND BOULEVARD, 21.5 FEET WEST OF A FOUND "L" [SEE BM 19581] ON THE NORTHEAST CORNER OF THE SAME HEADWALL, AND 2 FEET WEST OF A FOUND SQUARE [SEE BM 19365] ALSO ON THE SAME HEADWALL.

I NTERSECTI ON I M PROVEM ENTS

Ct ST. LOUIS COUNTY BENCHMARKS:

BERRY RD AT BI G BEND RD

y ur

DESIGNED:

GDO DRAWN:

GDO

19569 NAVD88(SLC2011A) ELEV = 582.42 FT US CUT "L" ON TOP SOUTHEAST CORNER OF THE RAISED CONCRETE BASE FOR METAL

CHECKED:

STS

TRAFFIC SIGNAL CONTROL BOX SITUATED NORTH OF THE MARKED PEDESTRIAN

CROSSWALK ACROSS BIG BEND BOULEVARD AT THE NORTHEAST CORNER OF BIG BEND BOULEVARD AND BERRY ROAD; ROUGHLY 35 FEET EAST OF THE CENTERLINE OF BERRY ROAD AND 30 FEET NORTH OF THE CENTERLINE OF BIG BEND ROAD.

SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\009_AR-1724_align.dgn

12/ 15/ 2022

BIG BEND RD ï»¿î„€ O

CURVE #1

DATE:

s r e d

0 0 2+ 0 0 + 1

nb Ba

0 0 + 4 0 0 3+

STA 14+92.57= SANDERS PL

n a S

00 + 1 1

ï»¿î„€ BIG BEND BACK OF SID

00 00. 16+ RT 00' 0.

00 2+ 1

0 0 + 5

00 + 84

19569 NAVD88(SLC2011A) 1 07 ° 48 ' 44 "

00 3+ 1

0 0 + 6

00 + 83

CURVE #2

n a r

27 88. 0+ 1 PI

00 5+ 1

oad R 0 0 + 7 end B g Bi

00 + 20

00 + 21

00 5 9+ 1 2 2+

00 + 7 1

1 00° 8' 6"

00 + 85

00 4+ 1

0 0 + 9

00 + 86

00 8+ 1

STA 10+88.19= BANBURY CT

0 0 + 8

00 + 3 2

00 + 87

00 + 22

00 + 81

00 6+ 1

0 0 + 0 1

7 0 ° 2 4 ' 2 7 "

STA 26+38.01= WEBSTER WOODS DR

b e

00 + 25 00 + 4 2

00 + 82

00 + 80

00 + 6 2

00 . +00 20 PI

STA 24+46.73= GRANT RD

STA 19+93.80= HAWKINS CT

ï»¿î„€ BIG BEND BACK OF SID

00 + 7 2

90° 0' 0"

00 + 8 2

STA 20+00.00 BIG BEND RD= STA 0+00.00 BERRY RD

19568 NAVD88(SLC2011A)

REV.DATE

68 + 8 2

02 3. +3 22 PT

3+ 00

4+ 00

SCALE: 1" = 100'

APP.

100

02 . 3 +9 25 T P

96 6. +1 25 PC

5+ 00

DI SCLAI M ER OF RESPONSI BI LI TY

6+ 00

BERRY RD ï»¿î„€ O

DESCRI PTI ON

7+ 00

24L

B erry

CURVE 1 PI 21+32.75 PC 20+31.98 PT 22+33.02 9°59'35" L D 4°58'15" L 201.04' T 100.78' R 1152.67'

FEDERAL PROJECT NO.

d n e gB i sB s o r c ka l wa s s o r nc a i r t s e d e dp e k r ema h t f ho t r o dn e t a u t i xs o b l o r t n o c 5 y3 l h g u o r ; d a o yR r r e dB n da r a v e l u o dB n e gB i B f o r e n r o c t s a e h t r o en h t t da r a v e l u o B

g i B f eo n i l r e t n e ec h t f ho t r o n t e e 0f d3 n da a o yR r r e B f eo n i l r e t n e ec h t f o t s a e t e e f

(U.I.P.)

14" CHERRY

(U.I.P.)

P L

Plat Book 280, Page 63

Loc. # 24L420331

Lot 2

SEE CURB RAMP DETAIL D

(U.I.P.)

20" ELM 9" BLK CHERRY

SEE CURB RAMP DETAIL C

N/F SHERWOOD CRAIG A & REBECCA A H/W 9504 BIG BEND BLVD Book 21536 Page 1611

N/F W MMYAH/ A &T NWOODJ I MSL A I L L WI 9510 BIG BEND BLVD Lot 1 Book 20487 Page 2543

SIGN

40" WALNUT

Loc. # 24L510696

(T.B.R.) 4" CHERRY EASEMENT Southwestern Bell

10'Lx3'Wx18"D MSD TYPE 5 Bk 10967 Pg 2439 ROCK BLANKET

6" BRADFORD PEAR

6" CHERRY

(U.I.P.)

EASEMENT Sou t h we s t e r n Be l l Bk 1 2665 Pg 251 3

PROPOSED ROADWAY PAVEMENT

Ha wk e n Pl a c e

SIGN

OW FL

02 OUT = 573.

Pl a tBo o k1 , Pa g e1 1 9

Loc. # 24L510081

P I 22" TUL P L

GARDEN ARE A

DESCRI PTI ON

REVI SI ONS

APP. BY

STA 22+88.07 BEGIN MODULAR BLOCK WALL 2 (SEE PROFILE SHEET 9 )

DATE:

1/6/2023

Loc. # 24L510906

(U.I.P.) DROP

(U.I.P.)

PROFILE AT BACK OF SIDEWALK

565

ELEV=588.50

85+37.00 PVT

ELEV=586.84

PVI84+77.00

ELEV=584.27

SEE CURB RAMP DETAILS FOR LEVEL LANDINGS IN THIS AREA

84+17.00

ELEV=581.74

PVI83+64.24

ELEV=579.36

PVI83+30.26

3% 4.

% 1 6.

PVC

PVI83+59.24

ELEV=579.44

PVI83+34.87

ELEV=579.21

ELEV=577.90

2% 8.

590

8% 2.

3% 4.

595

SEE CURB RAMP DETAILS FOR LEVEL LANDINGS IN THIS AREA

585

580

575

L=120.00'

570

5' 565

81+00

82+00

83+00

84+00

85+00

86+00

EXIST. 590.73

PROP. 590.24

EXIST. 591.38

PROP. 589.69

EXIST. 591.53

PROP. 589.13

EXIST. 590.49

PROP. 588.58

EXIST. 589.97

PROP. 588.01

EXIST. 589.10

PROP. 587.39

EXIST. 588.56

PROP. 586.72

EXIST. 587.11

PROP. 585.99

EXIST. 586.01

PROP. 585.22

EXIST. 585.00

PROP. 584.40

EXIST. 584.21

PROP. 583.55

EXIST. 583.49

PROP. 582.69

EXIST. 582.52

PROP. 581.48

EXIST. 581.75

PROP. 579.86

EXIST. 580.66

EXIST. 579.10

EXIST. 578.53

PROP. 577.48

EXIST. 577.55

PROP. 573.98

EXIST. 573.87

PROP. 572.99

EXIST. 572.74

PROP. 571.99

EXIST. 571.66

PROP. 571.01

EXIST. 570.77

PROP. 570.08

EXIST. 569.88

PROP. 569.22

EXIST. 568.90

PROP. 568.42

555

EXIST. 568.16

560

EXIST. 567.46

20'

PLAN AND PROFI LE

El ev=571.52

0% 5. PVT 81+70.51

PVI81+28.01

PVC

570

ev=567.87 El

80+85.51

575

El ev=569.41

L=85.00'

2% 6.

7% . 1

% 1 . 8% 8 6. % 1 6% 9. . 1 ELEV=578.33

(U.I.P.)

PVI82+96.09

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

C L HAWKINS CT

0% 3.

ELEV=577.68

LIGHT

PVI82+88.65

87+00

PVI82+20.41

SIGN

El ev=574.00

(U.I.P.)

PVI82+83.64

L BOX PUL

ELEV=577.60

(U.I.P.)

CONC.WAL K (U.I.P.)

ELEV=577.00

ASPHALT

(U.I.P.)

PVI82+81.78

PVI82+73.02

8" VCP

ELEV=577.60

(U.I.P.)

PVI82+91.38

SANI TARY MANHOL E TOP = 593. 1 2 FL OW = 587. 57

PVI83+25.25

AND OVERLAY

ELEV=581.43

24+00

ELEV=582.67

LIMITS OF MILL

PVI83+79.50

END PROJECT STA 24+25.00

TRA N SPO RTA TIO N

I NTERSECTI ON I M PROVEM ENTS

(U.I.P.)

BERRY RD AT BI G BEND RD

(U.I.P.)

ELEV=590.63

U POLE

PVI86+14.33

SIGN

8" V

MATCHLI NE STA 23+25 THI S SHEET

k1 o tBo a Pl

ASPH. VE DRI

NE 24" PI

3" CHERRY

8" RCP 1

e c a Pl n e k 9 1 w e1 g Ha Pa ,

N/F RIVERSIDE CHURCH 9440 BIG BEND BLVD Book 21206 Page 1799

L L PROPOSED MI AY AND OVERL

Loc. # 24L510652

3" CHERRY

SEE SHEET 21 FOR STEP AND SIDEWALK DETAILS PROPOSED CONCRETE K/PAVEMENT DEWAL SI

EGEND L

STA 22+93.45 END MODULAR BLOCK WALL 2

T.S.C.L.

(U.I.P.)NEW MODULAR BLOCK WALL W/ TYPE B 2" TREEGUTTER (U.I.P.)

SEE CURB RAMP DETAIL E

36" HICKORY

AT&T SWI TCH STATI ON

EXIST SHRUBS

24L1-149D (A.T.G.) N/F DBL. CURB INLET SHERMAN TESS M & ADAM L T/E TOP = 581.02 9462 BIG BEND BLVD 22 EAST N = 573. OW I FL 7 NORTH Book 22528 Page 1213 1 N = 573. OW I FL

(U.I.P.)

3 1 82. STA 22+ R A L U END MOD L1 OCK WAL BL

97 35. + STA 21 OCK AR BL N MODUL BEGI 2" TREE E L I F O R P SEE L 1( WAL (U.I.P.) SHEET 9 )

2-32"

STA 20+57.71 BEGIN MODIFIED CURB AND GUTTER

18" STUMP

2" TREE T ASPHAL

REV.DATE

P L

(U.I.P.)

C.L.

2" TREE

(U.I.P.)

DENSE TREES

P L

HOGENDOBLER CHARLES 9514 BIG BEND BLVD Book 11770 Page 1064

(U.I.P.)

P.S.E.

N/F

ASPHALT

(T.B.R.) CONSTRUCTION 10" (T.B.R.) LIMITS 24" (T.B.R.) (T.B.R.)

U POLE

EXIST ROW

T.S.C.L.

4" ELM

12" MAPLE 8" BLK CHERRY

22" WALNUT

EXIST ROW

(U.I.P.) 27" (U.I.P.)

s in wk Ha Ct

Hawkins Hill

P L

SIDEWALK EASEMENT ST Louis County Bk 12646 Pg 708

U POLE

(U.I.P.)

E1 PL TI " MUL JU NI PE R 5" CHERRY

FRAME

U POLE GN SI

5" CHERRY

ONE STORY

FRAME

WV 83+00 83+00

0 0 + 4 8

(T.B.R.)

DESIGNED:

GDO 560

DRAWN:

GDO CHECKED:

STS 555

SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\013_AR-1724_PNP.dgn

1/ 6/ 2023

LL WA

9" CHERRY

. NC

9" CHERRY

GN SI

T.S.C.L.

9" WALNUT

6 5" LOCUSTS ONE STORY

SIDEWALK EASEMENT St Louis County Bk 12646 Pg 714

SIGNAL(T.B.R.)

CONC. K WAL

12" MULBERRY GRAVEL 18" WALNUT DRI VE

(U.I.P.)

0 0 + 5 8

) P. . I U. (

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

MODULAR BLOCK WALL

MODUL AR BL OCK WAL L

LIGHT

MODUL AR BL OCK WAL L

GHT LI

48" BOX ELDER

(U.I.P.) ALK C.W CON

0 0 + 6 8

7 0 . 0 4 + 5 PT8

K CONC.WAL

EXIST ROW

CI 9D

GN SI

(T.B.R.)

CONC. WALK

CONC.WAL K

82+ 82. 71

WV LIGHT

P 8" RC 1

1 8" RCP

SIGNAL

) R. .

B T. GN ( SI

( SHEET 1 OF 2)

24" RCP

(A.T.G.)

ALK C.W CON

PU BLIC W O RK S

(A.T.G.)

(T.B.R.)

(U.I.P.)

ALK C.W CON

BURIED

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

F. 636 537 0275

82+72.05

MANHOLE

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

MANHOLE BURIED

GARDEN AREAS

24L1-0334D

PULL BOX

MH 8D

FULL DEPTH SAWCUT

0 0 22+

(T.B.R.)

T. 636 537 5585

BURIED

U POLE & DROP

Chest er f i el d,M i ssour i63017

(A.T.G.)

MANHOLE

NEW 12" RCP (T.B.R.&R.B.O.)

CONTROL BOX FOUNDATION

SAWCUT

GV(U.I.P.) GV

24L1-140D

0 0 23+

U POLE (T.B.R. BY OTHERS)

FULL DEPTH

(A.T.G.)

(T.B.R.)

(TBR&R WITH MANHOLE)

AT&T MANHOLE

SEE CURB RAMP 0 DETAIL B 0 + 1 2

FLOW = 570.93

AND OVERLAY

TOP = 578.68

PULL BOX

24L1-0333D CURB INLET TOP = 588.86 FLOW = 580.81

U POLE

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

SIDEWALK EASEMENT St Louis County Bk 12646 Pg 711

21" RCP

(U.I.P.)

SANITARY MANHOLE

20+00

03 3. 1 STA 23+ ED FI END MODI NTEGRAL CURB I

24L1-110S

EXI ST ROW AT&T MANHOLE T

20" PINE

U POLE

24L1-109S

GV (U.I.P.)

FLOW OUT = 569.63

12" PINE

DENSE TREES

65 97. 83+

19+00

AND OVERLAY

BEGIN PROJECT STA 17+75.00

CONC.WAL K WV

24L1-139D STORM MANHOLE TOP = 576.78 FLOW IN = 571.13 EAST FLOW IN = 569.88 NORTH

U POLE

24L

DI SCLAI M ER OF RESPONSI BI LI TY

(CONVERT TO MH)

g Bend Road Bi

(U.I.P.)

MSD BASE MAP: ASPH. VE DRI

15" PINE

LIMITS OF MILL

(U.I.P.) (T.B.R.) SIGNAL (T.B.R.) (A.T.G.) SEE SIGNAL PLANS FOR SIGNAL LOCATIONS

21" RCP

(U.I.P.)

PULL BOX

45D 1 1 24L ET NL CURB I 96 TOP = 589. 81 N = 583. OW I FL 06 583. OW OUT = FL

78 0. 1 86+

SAWCUT

DENSE TREES

15" PINE 5"

BURIED

P22MSD-00344

86+ 01 . 59

24L1-142D CURB INLET TOP = 576.87 85 N = 573. OW I FL 45 OW OUT = 570. FL

MSD:

ASPH. VE DRI

65 22. 84+

FULL DEPTH

LIMITS OF MILL

MANHOLE

(T.B.R.)

E-W GATEWAY TIP NO.

6" BRADFORD PEAR

CMAQ-5443(602)

6850B-20

BURIED

(A.T.G.)

12" MAPLE

GARDEN AREAS

MANHOLE

83+ 64. 70

(U.I.P.)

18+00

24L1-154D

SIGNAL

U POLE DROP & U POLE

(U.I.P.)

(U.I.P.) 12"(T.B.R.) 9"(T.B.R.)

17" EXI ST ROW

(T.B.R.)

N/F WA T I S C HWE RDA Y A&S C HWE RR OYH/ H 9 4 5 1B I GB E NDB L V D B o o k1 7 2 1 7P a g e7 9 5 L o c . #2 4 L 5 1 0 2 1 2

R C

(T.B.R.)

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

82+00

SIGN

(U.I.P.)

0+0 0

81+00 RISER

PULL BOX

POST

ST A0 GV +5 APPROX. O CP F R 1 F . " LOCATION 1 8 5 1 7 WV 0 . 1 0 WV (A.T.G.) WV ' RT WV NO MSD # VC

NEW 21" RCP POWER

T. S. C . L.

GV W V

24L1-108S

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

(U.I.P.)

SCALE: 1" = 20'

2 t1 o L

18 "

(T.B.R.)

MH 10D

U POLE

(T 18" .B V C .R P .)

2" MAPLE

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

HYDRANT

Lot 13

FEDERAL PROJECT NO.

9 4 4 5B I GB E NDB L V D B o o k2 2 0 1 3P a g e8 0 5 L o c . #2 4 L 5 1 0 2 3 4

3+25 TA 2 NE S HLI EET S SH THI

ST I EX

(U.I.P.) OFF 59.10'RT

A R E A A R D E N

(T.B.R.)

24L1-143D CURB INLET TOP = 578.49 FLOW = 575.64

2" MAPLE

PULL BOX

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

SCALE IN FEET

24L1-144D CURB INLET TOP = 582.19 FLOW = 575.50

24L1-153D END OF PIPE FLOW = 577.12

14" (U.I.P.)

PULL BOX

U. (

3" MAPLE

(U.I.P.)

(T.B.R.) 17" (U.I.P.) GV

W RO

. 09 'R DENSE TREES T

AR-1724

N/F B R I S T OW DA NI E L L EFR E V OC A B L ET R US T

M ATC

(U.I.P.)

E NC FE M NU I ) UM P. AL . I

(U.I.P.)

CI 3D

(U.I.P.)

Plat Bk 352 Pg 606

3" MAPLE

CONTROL BOX

2" MAPLE

(U.I.P.)

3" MAPLE

2" MAPLE

P. R. I . M. U. S. S. E. St .L ou i s Cou n t y Bk 22069 Pg 483

BIG BEND STA 17+85.46 INTEGRAL CURB 33.38' LT C.L. 15' TEMP. CONST. EASEMENT 3" MAPLE

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

SEE CURB RAMP DETAIL A

NO MSD # AREA INLET TOP = 569.52 FLOW = 564.10

BEGIN MODIFIED

(U.I.P.)

RC P

NEW DRAINAGE STRUCTURE

GN SI

STA 0+48.58

U POLE

COUNTY PROJECT NO.

P L

12" RCP

NEW 21" RCP

15" CMP

SW STA 80+85.51

2" MAPLE

(U.I.P.)

Bk 22187 Pg 53

STA 18+92.58 OFF 24.00' LT

15' EASEMENT Union Electric

Be rr y 1 +00 Ro ad

(U.I.P.)

PARCEL 26 9434/9436 RED BUD TREE LN

MA TC 0 HL I NE SE ST E A S H ST 1 +0 EE A 0+ 0 T OF 77 F 8 . 4 1 3 7

ELEC MANHOLE

NOTES: 1) SEE ST LOUIS STANDARD PLAN 604.45 FOR MODIFIED CURB INLET SUMP. 2) EXIST. SIDEWALK THAT CONFLICTES WITH PROPOSED IMPROVEMENT SHALL BE REMOVED PER SECTION N/F 202-20.10 BETHESDA LONG TERM CARE INC 3) THE REACH BETWEEN STRUCTURES 24L1-142D AND 9505 BIG BEND BLVD 24L1-153D SHALL BE INSPECTED BY CCTV PRIOR TO Book 13158 Page 1507 Loc. # 24L420474 AND POST CONSTRUCTION.

18 "

PARCEL 26 9428/9430 RED BUD TREE LN

COUNTY PROJECT NO.

AR-1724

PARCEL 26 9410/9412 RED BUD TREE LN

MSD:

P22MSD-00344 SEE CURB RAMP DETAIL F (U.I.P.)

15' EASEMENT

LIGHT 8" CATALPA

3" MAPLE

(U.I.P.)

4" PINE

LIGHT

CONCRETE 8" ELM

ELEC. BOX

R WE PO R SE RI

CI 5D

SIGN

NEW 1 8" RCP

NEW

Bk 6231 Pg 637

U POLE

WV (U.I.P.)

GARDEN AREA

U POLE(U.I.P.)

NEW

1 2" RCP

PULL BOX

2" TREE EXIST ROW

STA 4+64.05 END NEW CURB AND GUTTER

CI 7D

TELE PED U POLE & DROP

Berry Road(U.I.P.)

(U.I.P.)

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

3+00 PROPOSED PULLBOX AND CONDUIT (SEE SIGNAL PLANS)

2+00

1+00

8" VCP

LIGHT 14" MAPLE

DRAIN

30" OAK

LIGHT

30" PINE

ONE STORY FRAME

7" MAPLE

RY STO ONE ME A R F

P L

N/F SANDERS KEITH & TARA H/W J/T 1144 S BERRY RD Book 17471 Page 3195 Loc. # 24L510311

23 N/F ROTH RICHARD C & MARY ANNE T/E 2 GROVE AVE Book 22706 Page 1231 Loc. # 24L510355

Glendale Heights Lot 2

Block 3

Lot 3

EXI ST RO W

(A.T.G.)

FENCE

State of Missouri Book 5957 Pg 93

HYDRANT

A ve

Lot 1

5'EASEMENT c Co. ectri on El Uni Page 301 Book 5257

P L

EM ENT VEW AY AG RE DRI Page 3220 Book 22476

P L

N/F ROMBACH BEVERLY 1154 S BERRY RD Book 22476 Page 3237 Loc. # 24L510278

E FENC WOOD

CHAI N LI NK

6' RETAINING WALL EASEMENT

ASPH.

P ONE STORY FRAME

LIGHT

8" VCP

U POLE

w. 50'

LIGHT

CONC. WALL W/

15" MAPLE

C O NC . VE DRI

MAIL BOX

DOC#2021091000088

Lot 14

24" OAK

NT EM E EAS NG I 2 e 7 G HT LI Pag EET 59 k 3 Boo

20 N/F FUSCO BILLIE J & SHAWN M H/H 1160 S BERRY RD Book 17171 Page 4055 Loc. # 24L510180

LIGHT

ASPHALT

4" MAPLE

LIGHT

BK 24665 PG 0018

BK 24665 PG 0018 DOC#2021091000088

LIGHT

SIGN

STR

EASEMENT

TORY ONE S FRAME

LIGHT

TEMPORARY EASEMENT

36" OAK

PERMANENT DRAINAGE

SIGN

LIGHT

CONC, DRIVE

V CP

27" OAK

30" OAK

42" OAK

TOP = 587.81 FLOW = 581.70

LIGHT

24L1-094S SANITARY MANHOLE

EXIST ROW

LIGHT

32" OAK

6+00 MAINTENANCE SIGN

L OCK WAL AR BL MODUL

ASPH. VE DRI

30" OAK

18" LOCUST

8" VCP

5+00

W OO D FENCE

(A.T.G.)

MH 11D

TOP = 582.00 FLOW = 575.85

ASPH. VE DRI

STA 5+65.88

L I MI TS OF MI L L

8" VCP

U POLE

L OCK WAL AR BL MODUL

G SI

24L1-095S SANITARY MANHOLE

ï»¿î„€ BER

AND OVERL AY

4+00

ELI P.RC P

END PROJECT

ve G ro

STA 2+04. 45

OFF 9. 70'RT

EXIST ROW

FULL DEPTH SAWCUT

CONC. WALK

STA 4+45.47 ASPHALT END NEW PAVEMENT END MODIFIED INTEGRAL CURB BEGIN NEW STANDARD CURB AND GUTTER

ALT ASPH

(TBR)

ASPHAL T

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

(A.T.G.)

CI 6D

1 2" RCP

4" MAPLE

Union Electric

SIGN (TBR)

21 " RCP

5" MAPLE

5' EASEMENT

SPRINKLER

R WE PO R SE RI

GARDEN AREA

SCALE: 1" = 20' 2" TREE

N/F GREATHOUSE ZELMA J REVOCABLE LIVING TRUST 1 GROVE AVE Book 19273 Page 4309 Loc. # 24L510432

Resubdivision of Block 4

Glendale Heights Lot 1

Plat Book 8, Page 59

DATE:

12/15/2022

Plat Book 4, Page 51

580

575

5' 570

570

585.24

585.20

585.22

584.72

585.15

584.93

584.86

584.60

584.58

584.04

584.29

583.61

584.00

583.60

583.72

583.33

583.43

582.83

583.14

582.50

582.86

582.18

582.57

582.13

582.28

581.64

582.00

581.14

581.71

580.64

581.42

580.28

581.14

579.88

580.85

579.54

565

580.52

TRA N SPO RTA TIO N

20'

PLAN AND PROFI LE ( SHEET 2 OF 2)

END PROJECT ï»¿î„€ BER STA 4+64.05

I NTERSECTI ON I M PROVEM ENTS

585

BERRY RD AT BI G BEND RD

ELEV=580.62

PVI1+09.16

575

PVI4+45.47

4% . 1

580

590

1 5% . . 6% 1 ELEV=585.03

585

ELEV=585.27

FOR CONTINUATION OF PROPOSED SIDEWALK SEE WARPING PLAN 19 OF 40 SHEET

PVI4+61.97

590

ELEV=585.19

PVI4+35.47

BERRY BACK OF WALK PROFILE AT BACK OF SIDEWALK

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

(U.I.P.)

ALUMINUM FENCE (U.I.P.)

PU BLIC W O RK S

(U.I.P.)

6" OAK 5" MAPLE

F. 636 537 0275

3" MAPLE

(U.I.P.)

LIGHT

GN SI

U POLE

SCALE IN FEET

W ATER VAULT

Bk 22187 Pg 53

DESCRI PTI ON

Union Electric

(U.I.P.)

EXIST ROW

ASPHALT

24L

REVI SI ONS

(U.I.P.)

3" MAPLE

MSD BASE MAP:

APP.

(U.I.P.)

GARDEN AREA

NEW

3" MAPLE

CONCRETE SWALE (U.I.P.)

CI 4D

REV.DATE

3" MAPLE

MATCHLI NE STA 1+00 (SEE SHEET 7 )

6850B-20

DI SCLAI M ER OF RESPONSI BI LI TY

3" MAPLE

U POLE

(U.I.P.)

E-W GATEWAY TIP NO.

BETHESDA LONG TERM CARE INC 9505 BIG BEND BLVD

Bk 22068 Pg 476

(U.I.P.) MODULAR BLOCK WALL

(U.I.P.)

N/F

2" MAPLE

10' TEMP. CONST. EASEMENT U POLE

CMAQ-5443(602)

Book 13158 Page 1507 Loc. # 24L420474

C.L.

2" MAPLE

Plat Book 363, Page 468

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

PROPOSED MILL AND OVERLAY

FEDERAL PROJECT NO.

T. 636 537 5585

NOTE: SEE ST LOUIS STANDARD PLAN 604.45 FOR MODIFIED CURB INLET SUMP.

PROPOSED ROADWAY PAVEMENT

Bethesda Addition

PROPOSED CONCRETE SIDEWALK/PAVEMENT

Chest er f i el d,M i ssour i63017

PARCEL 26 9416/9418 RED BUD TREE LN

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

LEGEND

PARCEL 26 9422/9424 RED BUD TREE LN

DESIGNED:

GDO 565 DRAWN:

3+00

4+00

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

PROP.

EXIST.

2+00

CHECKED:

STS 560

5+00

6+00

SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\015_AR-1724_PNP.dgn

12/ 15/ 2022

1+00

EXIST.

560

PROP.

GDO

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602)

TYPE B GUTTER SELECT GRANULAR BACKFILL FOR STRUCTURAL SYSTEMS (1' MIN.)

CAP BLOCK FRONT FACE OF WALL

E-W GATEWAY TIP NO.

6850B-20 MSD:

P22MSD-00344

COMPACTED BACKFILL RETAINED BACKFILL

MSD BASE MAP:

24L

SEPARATION GEOTEXTILE SLOPE EXCAVATION LINE

EL 591.99

RETAINING WALL NOTE:

EXIST. GRADE AT BACK OF WALL EXIST. GRADE AT FRONT OF WALL

EL 589.65

590

VPI0+18.86

590

585

2)BASIS OF PAYMENT THE ACCEPTED QUANTITY OF RETAINING WALL SHALL INCLUDE THE FOLLOWING: A. MODULAR BLOCKS, CAPS AND ADHESIVES. B. ALL EXCAVATION FOR LEVELING PAD, ENGINEERED BACKFILL AND ANY REMOVAL AND REPLACEMENT OF UNSUITABLE SOIL ENCOUNTERED UP TO 2'. C. CLASS II GEOTEXTILE. D. REINFORCEMENT GRID. E. BACKFILL MATERIAL AND PLACEMENT. F. LEVELING PAD. G. DRAINAGE SYSTEM PIPING AND PLACEMENT.

585

MODULAR BLOCK

MODULAR BLOCK WALL 2

PROP. GRADE AT

REV.DATE

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

WALL CORNER

PROPOSED STEPS

DI SCLAI M ER OF RESPONSI BI LI TY

EL 591.99 VPI0+17.52

VPI0+11.52

EL 592.65

VPI0+10.19

595

DESCRI PTI ON

6" MIN.

REVI SI ONS

PERFORATED DRAIN PIPE WRAPPED IN CLASS 2 GEOTEXTILE. EXTEND PIPE TO TERMINATE IN ROCK BLANKET.

APP.

OFF 37.51'RT

STA 22+93.45

W ALL

BEND BI G

END

OFF37.50'RT

BEND BI G

STA22+88.12

OFF 44.00'RT

STA 22+88.07

LEVELING PAD AS REQ'D BY DESIGN CONDITIONS.

FRONT OF WALL

VPI0+05.52

SOIL REINFORCEMENT

SIDEWALK

TYPICAL MECHANICALLY STABILIZED EARTH WALL EL 592.65

BI G

BEGI N VPI0+04.86

595

W ALL

600

BEND

600

3)CONTRACTOR MAY ELECT TO USE THE MANUFACTURES RECOMENDATIONS FOR LEVELING PAD AND BLOCK EMBEDMENT.

WALL PROFILES

DATE:

FRONT OF WALL

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

F. 636 537 0275

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

PU BLIC W O RK S

PROFI LE AND DETAI LS

PROP. GRADE AT

RETAI NI NG W ALL

585

I NTERSECTI ON I M PROVEM ENTS

BERRY RD AT BI G BEND RD

EL 589.27

VPI1+72.65

EL 588.60

T. 636 537 5585

TRA N SPO RTA TIO N

PROPOSED STEPS

VPI1+51.99

EL 587.94

VPI1+25.99

EL 587.27

EL 586.60

Chest er f i el d,M i ssour i63017

OFF 43.99'RT

STA 22+82.13 EL 592.94

W ALL

BEND

END

BI G

VPI1+75.32

OFF 37.51'RT EL 592.94

EL 592.27

VPI1+28.65

EL 590.94

VPI0+72.65

EL 590.27

VPI0+81.99

EL 585.94

VPI0+61.32

EL 585.27

VPI0+41.99

EL 584.60

VPI0+30.65

EL 584.60

595

590

585

VPI0+17.32

EL 589.60

VPI0+62.65

EL 588.94

VPI0+43.32

EL 588.27

VPI0+33.32

EL 587.60

VPI0+23.32

BACK OF WALL

VPI1+02.65

EXIST. GRADE AT

VPI1+03.99

OFF 34.74'RT

STA 21+35.97 EL 586.94

W ALL BEGI N

BI G 590

VPI0+17.32

BEND

BACK OF GUTTER

EL 591.60

EXIST. GRADE AT 595

VPI1+43.99

WALL CORNER

VPI1+69.99

STA 22+82.18

BEND BI G

EL 592.27

600

VPI1+66.65

600

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

12/15/2022

DESIGNED:

GDO 580

580 DRAWN:

GDO

20' CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\031_AR-1724_WP.dgn

12/ 15/ 2022

MODULAR BLOCK WALL 1

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602) E-W GATEWAY TIP NO.

6850B-20 MSD:

584.71

P22MSD-00344 MSD BASE MAP:

24L

OFF 25.00'LT

STA 3+76.91

BERRY

583.71

CI 7D

OFF 25.00'LT

STA 3+06.91

BERRY

582.53

CI 6D

OFF 25.00'LT

SIDEWALK

STA 2+25.45

PROP. 4" CONCRETE

BERRY

580.62

CI 5D

OFF 25.00'LT

STA 1+12.78

BERRY

578.23

CI 4D

OFF 34.02'LT

STA 0+62.03

BERRY

577.04

CI 3D

OFF 28.19'LT

STA 19+78.05

BI G

577.36

BEND

MH 10D

OFF 19.36'RT

585

STA 19+78.33

BI G

BEND

MH 3312

585

GRANULAR 580

BACKFILL

REVI SI ONS

FL 580.67 FL 579.26 575

BACKFILL

GRANULAR

FL 577.64

GRANULAR

REV.DATE

BACKFILL

FL 572.23

570

575

570

FL 571.38 FL 570.21

HGL

FL 571.00

FL 570.57

565

DI SCLAI M ER OF RESPONSI BI LI TY

FL 570.32 565 EX. 47 LF - 21"

560

CLASS III

43 LF - 21"

EX. 21"

RCP @ 0.23%

CLASS III

52 LF - 21" CLASS III

(UIP)

RCP @ 1.00%

RCP @ 0.75%

113 LF - 21" CLASS III RCP @ 0.75%

81 LF - 12" CLASS III RCP @ 2.00%

70 LF - 12" CLASS III RCP @ 2.00%

Q=21.07

Q=21.07 C.F.S.

Q=14.57 C.F.S.

Q=14.42 C.F.S.

Q=14.13 C.F.S.

Q=44 C.F.S.

Q=0.22 C.F.S.

C.F.S.

(PUBLIC)

560

580

APP.

GRANULAR BACKFILL

PROP. ROADWAY

DESCRI PTI ON

GRANULAR BACKFILL

6" G

8" VCP

GRANULAR

580

BACKFILL

9 LF - 12" CLASS III RCP @ 1.0%

FL 581.02 12" RCP FROM 6D

6" W 575

20" W

TO STRUCTURE CI4 FL 573.25 570

FL 572.79

570

NOTES:

46 LF - 18" CLASS III RCP @ 1.00% Q=13.52 C.F.S. (PUBLIC)

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

575

STRUCTURE TOPS ARE MEASURED FROM THE CENTER OF EACH STRUCTURE.

2) PIPE LENGTHS ARE CENTER OF STRUCTURE TO CENTER OF STRUCTURE, UNLESS OTHERWISE NOTED. 3) MAINTENANCE OF THE SEWERS DESIGNATED "PUBLIC" SHALL BE THE RESPONSIBILITY OF THE METROPOLITAN ST LOUIS SEWER DISTRICT UPON DEDICATION OF THE SEWERS TO THE DISTRICT. 4) VERTICAL ELEVATIONS SHOWN HEREIN (CDG) ARE BASED ON THE PROJECT AND SITE BENCHMARK (SAINT LOUIS COUNTY BENCHMARK #19-365), ELEV. 562.63 (NGVD29), AS DESCRIBED ON TITLE SHEET T-001)

DESIGNED:

5' 5) VERTICAL ELEVATIONS FOR SAINT LOUIS COUNTY JOB #SLC HT-3570, 20MSD-00295 (EDSI) ARE BASED ON SAINT LOUIS COUNTY BENCHMARK #19-568 NAVD88(SLC2011A) ELEV.=562.25 FT US. 6) THE FOLLOWING EQUATION CAN BE USED TO CORRELATE THE ELEVATIOS BETWEEN THE TWO DIFFERENT VERTICAL DATUMS. CDG PROJECT ELEVATIONS(NGVD29) = EDSI ELEVATIONS(NAVD88)-0.37 FT

STORM SEW ER PROFI LES

FL 577.64

I NTERSECTI ON I M PROVEM ENTS

(PUBLIC)

BERRY RD AT BI G BEND RD

Q=1.88 C.F.S.

GDO DRAWN:

GDO

20' CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\018_AR-1724_SP.dgn

12/ 15/ 2022

580

PU BLIC W O RK S

12" W 580

F. 636 537 0275

TRA N SPO RTA TIO N

580

T. 636 537 5585

582.43

FL 584.09 FL 584.00

MATCH EXIST.

585

PROP. ROADWAY

TO STRUCTURE 24L1-149D

585

OFF 34.14'RT

585

STA 2+25.53

BACKFILL

ï»¿î„€ BERR

BERRY

COLLAR 585

582.53

GRANULAR

MH 11D

TYPE A CONC

OFF 25.00'LT

590

BERRY

590

CI 5D

Chest er f i el d,M i ssour i63017

595

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

12/15/2022

STA 2+25.45

589.08

DATE:

OFF32.00'RT

STA 22+52.38

588.67

CI 9D

OFF23.13'RT

MH NEW

595

MH 8D

STA 22+52.38

(PUBLIC)

COUNTY PROJECT NO.

AR-1724

TRAFFIC CONTROL NOTES

FEDERAL PROJECT NO.

CMAQ-5443(602)

1) ALL TRAFFIC CONTROL SIGNING FOR EACH MAJOR STAGE OPERATION SHALL REMAIN IN PLACE DURING SUBSTAGE CONSTRUCTION UNLESS OTHERWISE DIRECTED. CONFLICTS SHALL BE ADJUSTED BY DIRECTION OF THE ENGINEER.

E-W GATEWAY TIP NO.

6850B-20 MSD:

P22MSD-00344

2) ALL OPEN CUTTING OF ROADWAY FOR SEWER WORK SHALL BE COVERED BY TEMPORARY STEEL PLATE TRENCH BRIDGING AT END OF EACH WORKDAY AND EACH SUBSTAGE OF SEWER CONSTRUCTION WITH ADVANCED WARNING SIGNS WO8-1 AND WO8-24 TO BE USED UNTIL ASPHALT PAVEMENT IS REPLACED. TRECH SHALL BE BACKFILLED TO SUBGRADE FOR PAVEMENT CONSTRUCTION.

MSD BASE MAP:

SI DEWALK CLOSED AHEAD

CLOSED

CROSS HERE

WO20-1

WO20-5

WO20-6a

WO5-1

R9-9

R9-11L

REV.DATE

6) MAINTAIN ACCESS TO ALL DRIVEWAYS, ENTRANCES, AND CROSS STREETS AT ALL TIMES, UNLESS APPROVED BY THE ENGINEER. 7) PAVEMENT MARKINGS SHALL BE MAINTAINED IN ACCORDANCE WITH PART 6 OF THE MUTCD OR AS DIRECTED BY THE ENGINEER. 8) PERMANET STRIPING AND PAVEMENT MARKING REQUIRING REMOVAL SHALL BE WATERBLASTED.

10) "LEFT" AND "RIGHT" INDICATIONS ON ADVANCED SIGNS WO20-5 AND WO20-6A SHALL BE CHANGED AS REQUIRED FOR EACH STAGE AND SUBSTAGE. NO DIRECT PAY. 11) TRAIFFIC CONTROL FOR STAGE 3 - MILLING AND OVERLAY OPERATIONS SHALL FOLLOW MODOT TYPICAL APPLICATION TA-10D "FLAGGER CONTROL RESURFACING OR MOVING OPERATION ONE-LANE TWO-WAY OPERATION" FOR BERRY ROAD AND SIMILAR FOR BIG BEND ROAD

WO8-1

WO8-24

WO20-4

WO20-7a

GO20-2a

DI SCLAI M ER OF RESPONSI BI LI TY

9) HAWKINS CT. IS NOT MAINTAINED BY ST. LOUIS COUNTY, AND SHALL NOT BE USED FOR STORAGE OF EQUIPMENT OR SUPPLIES.

5) ALL SPACING AND DISTANCES ARE APPROXIMATE AND MAY BE ADJUSTED AS NEEDED TO FIT FIELD CONDITIONS OR AS DIRECTED BY ENGINEER.

SI DEWALK

REVI SI ONS

4) ANY EXISTING SIGNS WHICH CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE COVERED.

APP.

3) CONTRACTOR TO FURNISH TO ENGINEER FOR APPROVAL ALL NECESSARY DESIGN ANALYSIS FOR STEEL PLATES FOR ALL STAGES OF WORK.

DESCRI PTI ON

24L

12) CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN 3 NOISLESS CHANGEABLE MESSAGE BOARD. ONE FOR SOUTHBOUND BERRY ROAD, ONE FOR EASTBOUND BIG BEND RD AND ONE FOR WESTBOUNBD BIG BEND RD. FINAL LOCATION AS DIRECTED BY ENGINEER.

DATE:

WORK ZONE CHANNELIZER TRAFFIC CONTROL SIGN

F. 636 537 0275

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

PU BLIC W O RK S

TRAFFIC CONTROL LEGEND

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

T. 636 537 5585

Chest er f i el d,M i ssour i63017

TRA N SPO RTA TIO N

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

12/15/2022

( SHEET 1 OF 5)

DESIGNED:

GDO DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\024_AR-1724_TC.dgn

12/ 15/ 2022

ARROW PANEL

TRAFFI C CONTROL PLAN

TRAFFIC FLOW INDICATION

BERRY RD AT BI G BEND RD

FLAGGER

I NTERSECTI ON I M PROVEM ENTS

TRAFFIC CONTROL TYPE 3 BARRICADE WITH SIGN

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20 GO20-2a

MSD:

P22MSD-00344

WO20-1

MSD BASE MAP:

120

WO20-1

SCALE: 1" = 40'

REV.DATE

SCALE IN FEET

Be rr y

20 0'

DESCRI PTI ON

REVI SI ONS

WO5-1

APP.

40 0'

24L

Grov e Av e

WO20-1

SPACING AROUND RADIUS

DI SCLAI M ER OF RESPONSI BI LI TY

TO 20'

DECREASE CHANNELIZER

STAGE 1 NOTES 1) CONTRACTOR TO UTILIZE FLAGGING OPERATION PER ST. LOUIS COUNTY STANDARDS FOR SHORT-TERM SOUTHBOUND LANE CLOSURES ON BERRY ROAD. SEE STAGE 1 FLAGGING OPERATIONS ON SHEET 13 AND TEMPORARY SIGNAL PLANS ON SHEET 22 .

REMOVE EXIST. DOUBLE SOLID YELLOW STRIPE AND RESTRIPE WITH TEMPORARY DOUBLE SOLID YELLOW TO MAINTAIN 10' MIN LANE WIDTH

' 200

AN N

' 200

100' - 5 CHANNELIZERS MIN

DECREASE CHANNELIZER

BERRY RD AT BI G BEND RD

0 0 + 26

0 0 + 25

SPACING AROUND RADIUS TO 20' 0 0 + 24 T

0 0 23+ T T

15+00

16+00

0 0 22+

Big Bend Rd 17+00

18+00

19+00

0 0 + 1 2

20+00

GO20-2a

40' MAX CHANNELIZER

s in

wk Ha

s er nd Sa 1

WO20-1

t an Gr

SPACING (TYP)

TRAFFI C CONTROL PLAN

10 0' -

GO20-2a

I NTERSECTI ON I M PROVEM ENTS

ER TAP 5' 21

WO5-1

DESIGNED:

GDO DRAWN:

GDO WO20-1

CHECKED:

STS SHEET SEQUENCE:

WO20-1

TRAFFIC CONTROL STAGE 1 N:\E18022 St Louis County Big Bend and Berry\drawings\output\025_AR-1724_TC Stage 1.dgn

12/ 16/ 2022

EL I ZE RS

' 200

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

WO20-1

( SHEET 2 OF 5)

WO20-5

PU BLIC W O RK S

WO20-6a

MI N

SPACING (TYP)

TRA N SPO RTA TIO N

40' MAX CHANNELIZER

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

Be rr y

LANE WIDTH

F. 636 537 0275

12/16/2022 MAINTAIN MIN 10'

T. 636 537 5585

4)CONTRACTOR SHALL COMPLETE CONSTRUCTION OF SEWER CROSSING ACROSS BERRY RD BEFORE CONSTRUCTION OF BERRY RD PAVEMENT WIDENING. SEE STAGE 1A AND 2B.

DATE:

Chest er f i el d,M i ssour i63017

3)STAGE 1 WORK MAY BE COMPLETED AT THE SAME TIME AS STAGE 2.

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

2)CONTRACTOR SHALL INSTALL PERMANENT SIGNAL EQUIPMENT DURING STAGE 1 AND STAGE 2. SEE SIGNAL SHEETS FOR DETAILS.

COUNTY PROJECT NO.

AR-1724 20 0'

FEDERAL PROJECT NO.

CMAQ-5443(602) E-W GATEWAY TIP NO.

6850B-20 MSD:

20 0'

P22MSD-00344 1

WO20-7a

WO20-4

MSD BASE MAP:

WO20-1

24L

WO5-1

120

REVI SI ONS

SCALE IN FEET SCALE: 1" = 40'

APP.

Be rr y

20 0' 0

DESCRI PTI ON

GO20-2a

WO20-1

REV.DATE

Grov e Av e WO20-1

SPACING AROUND RADIUS

DI SCLAI M ER OF RESPONSI BI LI TY

TO 20'

STAGE 1 FLAGGING NOTES 1) REFER TO SIGNAL PLANS FOR SIGNAL OPERATION

DECREASE CHANNELIZER

DURING FLAGGING OPERTAIONS.

TEMPORARY DOUBLE SOLID

YELLOW

DATE:

' 200

AN N

' 200

WO20-7a

100' - 5 CHANNELIZERS MIN

DECREASE CHANNELIZER

BERRY RD AT BI G BEND RD

0 0 + 26

0 0 + 25

SPACING AROUND RADIUS TO 20' 0 0 + 24 T

0 0 23+ T T

15+00

16+00

0 0 22+

Big Bend Rd 17+00

18+00

19+00

0 0 + 1 2

20+00

200' MIN GO20-2a

40' MAX CHANNELIZER

WO20-7a

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

DESIGNED:

GDO DRAWN:

GDO WO20-1

CHECKED:

WO20-1

s in

11 WO20-1

wk Ha

s er nd Sa

WO20-7a

t an Gr

SPACING (TYP)

TRAFFI C CONTROL PLAN

10 0' -

GO20-2a

I NTERSECTI ON I M PROVEM ENTS

ER TAP 5' 21

WO5-1

STS SHEET SEQUENCE:

TRAFFIC CONTROL STAGE 1 - FLAGGING OPERATIONS N:\E18022 St Louis County Big Bend and Berry\drawings\output\026_AR-1724_TC Stage 1a.dgn

12/ 16/ 2022

EL I ZE RS

' 200

( SHEET 3 OF 5)

PU BLIC W O RK S

F. 636 537 0275

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

WO20-1

T. 636 537 5585

WO20-5

TRA N SPO RTA TIO N

WO20-6a

MI N

SPACING (TYP)

Chest er f i el d,M i ssour i63017

Be rr y 40' MAX CHANNELIZER

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

12/16/2022 MAINTAIN MIN 10' LANE WIDTH

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602) E-W GATEWAY TIP NO.

6850B-20 MSD:

P22MSD-00344

MSD BASE MAP:

24L

SCALE IN FEET

STAGE 1A NOTES

STAGE 1B NOTES

SCALE: 1" = 40'

1) REFER TO SIGNAL PLANS FOR SIGNAL OPERATION

SCALE: 1" = 40'

1) REFER TO SIGNAL PLANS FOR SIGNAL OPERATION DURING FLAGGING OPERTAIONS.

WO5-1 WO20-1

5 1

WO5-1

WO20-1 WO20-1

WO8-24

WO20-7a

WO20-4

DI SCLAI M ER OF RESPONSI BI LI TY

WO5-1

REV.DATE

DURING FLAGGING OPERTAIONS.

REVI SI ONS

SCALE IN FEET

DESCRI PTI ON

120

APP.

120

WO20-7a WO20-1

WO20-7a

WO8-24

7 200'

200'

30'

25'

Berry Rd

120' BUFFER SPACE

200' 200'

100' TAPER

Berry Rd DATE:

40' MAX CHANNELIZER SPACING (TYP)

5+00

DECREASE CHANNELIZER SPACING AROUND RADIUS TO 20'

MAINTAIN MIN 10' LANE WIDTH 40' MAX CHANNELIZER SPACING (TYP)

30' TAPER

WO20-4

2 SIGNS BK TO BK

WO20-1 0 +0 22

TRAFFIC CONTROL STAGE 1B

TRAFFI C CONTROL PLAN

0 +0 23

TRAFFIC CONTROL STAGE 1A

I NTERSECTI ON I M PROVEM ENTS

BERRY RD AT BI G BEND RD

0 +0 22

DESIGNED:

GDO DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\027_AR-1724_TC Stage 1b.dgn

12/ 16/ 2022

d WO20-1

WO8-1

nd Be

n Be

WO20-4

SPACING (TYP)

( SHEET 4 OF 5)

SPACING (TYP)

40' MAX CHANNELIZER

0 +0 21

g Bi

0 +0 21

g Bi

40' MAX CHANNELIZER

PU BLIC W O RK S

35'

4+00

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

TEMPORARY STEEL PLATE TRENCH BRIDGING FROM STAGE 1A

3+00

F. 636 537 0275

DECREASE CHANNELIZER SPACING AROUND RADIUS TO 20'

100' TAPER

2+00

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

1+00

TRA N SPO RTA TIO N

M E

MAINTAIN MIN 10' LANE WIDTH

12/16/2022 0+00

5+00

T. 636 537 5585

4+00

Chest er f i el d,M i ssour i63017

3+00

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

2+00

M E

1+00

+00 20

0+00

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20 MSD:

P22MSD-00344 MSD BASE MAP:

STAGE 2 NOTES

GO20-2a

1) REFER TO SIGNAL PLANS FOR SIGNAL OPERATIONS DURING STAGE 2 WORK.

12 WO20-1

2)STAGE 2 WORK MAY BE COMPLETED AT THE SAME TIME AS PHASE 2.

WO20-6a

WO20-5

WO20-1

20 0'

DI SCLAI M ER OF RESPONSI BI LI TY

' 200

SCALE: 1" = 40'

SCALE IN FEET

DESCRI PTI ON

REVI SI ONS

120

REV.DATE

Be rr y

APP.

24L

' 200

SI DEWALK CLOSED AHEAD

CROSS HERE

0 0 + 25

GO20-2a R9-11L

DATE:

0 0 + 24

19+00

0 0 + 1 2

20+00

GO20-2a

N ZERS MI I - 5 CHANNEL 00' 1

200'

200' SI DEWALK

R9-9

5 CHANNELIZERS 10' MAX

OF ENTRANCE

MOUNTED ON TYPE 3 MOVABLE BARRICADE

8 MOUNTED ON TYPE 3 MOVABLE BARRICADE

ON EACH SIDE OF DRIVEWAY

WO20-6a

TRAFFIC CONTROL STAGE 2

TRAFFI C CONTROL PLAN

WO20-1

s in

s er nd Sa

WO20-5

SPACING (TYP)

40' MAX CHANNELIZER

wk Ha

(TYP)

I NTERSECTI ON I M PROVEM ENTS

WO20-1

BERRY RD AT BI G BEND RD

PROVIDE MIN 2 CHANNELIZERS

SPACING ON EITHER SIDE

TRA N SPO RTA TIO N

CLOSED

t an Gr

SI DEWALK

DESIGNED:

GDO DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\028_AR-1724_TC Stage 2.dgn

12/ 16/ 2022

18+00

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

17+00

( SHEET 5 OF 5)

16+00

0 0 22+

PU BLIC W O RK S

15+00

BUFFER SPACE

F. 636 537 0275

14+00

Big Bend Rd

245' TAPER

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

T. 636 537 5585

0 0 23+ T

Chest er f i el d,M i ssour i63017

12/16/2022

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

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

EROSION CONTROL LEGEND

CMAQ-5443(602) 0

MA TC HL I NE

MSD:

ST A

540' SILT FENCE

MSD BASE MAP:

24L

POST SIGN

0 0 23+ T

Big Bend Rd

19+00

0 0 22+

GUTTER SOCK PROTECTION (TYP.)

0 0 + 1 2

20+00

DI SCLAI M ER OF RESPONSI BI LI TY

0+0 0

18+00 GUTTER SOCK PROTECTION (TYP.)

GN SI

31' SILT FENCE

wk Ha

SIGN

DESCRI PTI ON

CHECK DAM

Be rr y

INLET PROTECTION (TYP.)

14' SILT FENCE

SCALE: 1" = 20'

1 +0 0

GN SI

P22MSD-00344

SCALE IN FEET

REVI SI ONS

CHECK DAM

6850B-20

1 +00

CURB INLET FILTER SOCK

E-W GATEWAY TIP NO.

APP.

GUTTER FILTER SOCK

REV.DATE

SILT FENCE

GN SI

INLET PROTECTION (TYP.)

s in SIGN

DATE:

SCALE IN FEET

6+00

SIGN SIGN

L BOX MAI

ve G ro

CHECK DAM

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

DESIGNED:

TWC DRAWN:

A ve

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\032_AR-1724_EC.dgn

12/ 15/ 2022

5+00

4+00

3+00

2+00

EROSI ON CONTROL PLAN

Berry Rd

I NTERSECTI ON I M PROVEM ENTS

SIGN

BERRY RD AT BI G BEND RD

1+00

SIGN

GN SI

NE STA 1+00 MATC HLI

GN SI

SCALE: 1" = 20'

PU BLIC W O RK S

TRA N SPO RTA TIO N

540' SILT FENCE

F. 636 537 0275

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

T. 636 537 5585

Chest er f i el d,M i ssour i63017

INLET PROTECTION (TYP.)

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

12/15/2022

g i B f eo n i l r e t n e ec h t f ho t r o n t e e 0f d3 n da a o yR r r e B f eo n i l r e t n e ec h t f o t s a e t e e f Bend Road.

MA TC HL I NE

RELOCATED NO PARKING SIGN

6850B-20 P22MSD-00344

THRU/LT TURN ARROW STA 0+98

MSD BASE MAP:

4" WS 5' 5' 9. 9.

12" WS 12" WS 24" STOP BAR STA 20+70 EXIST. YS (U.I.P.)

19+00

0 0 + 1 2

20+00

10'

1 0'

LT TURN ARROW STA 21+95

4" DYS 4" IWS

EXIST. WS (U.I.P.)

10'

12" WS

10'

SIGN

GN SI

T.S.C.L.

4" IWS

Hawkins Hill

SIGN

EXIST W14-2 SIGN (U.I.P.)

SIGN

500

EXIST. SIGN (U.I.P.)

EXIST R2-1 AND METRO BUS SIGN ASSEMBLY (RELOCATE)

S IN

Plat Book 280, Page 63

EXIST. W9-1 SIGN WITH W16-2A (T.B.R.)

T.S.C.L.

Amended n o i s i v i d b u sS r e d n a S Block 1 Plat Book 26, Page 21

STA 21+00

18+00

4" WS

1 0'

10'

EXIST. IWS (U.I.P.)

17+00

BIG BEND RD 0+0 0

EXIST. WS (U.I.P.)

12" WS 4" WS SIGN

DESCRI PTI ON

24L

24" STOP BAR STA 0+48 EXIST. WS T. (U.I.P.) S. C . L.

NE M ATC HLI

10' 4'

' 10

E-W GATEWAY TIP NO.

REVI SI ONS

E NC FE

' 19

M NU I UM L A

1 +0 0

APP.

STA 0+35.75

CMAQ-5443(602) SCALE: 1" = 20'

1 1 '

FEDERAL PROJECT NO.

SCALE IN FEET

REV.DATE

STA 0+43.32

MATCHLI NE STA 16+50 SEE SHEET 18

ST A

MSD:

4" DSY

R1-2

AR-1724

4" SW WO12-1

COUNTY PROJECT NO.

DI SCLAI M ER OF RESPONSI BI LI TY

EXIST R2-1 SIGN (RELOCATE)

RELOCATED BUS STOP SIGN

1 +00

RT TURN ARROW STA 0+98

NOTE: EXISTING PAVEMENT MARKING AND STRIPING REMOVAL AND INSTALLATION OF FINAL PAVEMENT MARKINGS AND STRIPING SHALL BE COMPETED BY ST. LOUIS COUNTY DEPARTMENT OF TRANSPORTATION. SIGN RELOCATIONS AND NEW SIGNS SHALL BE INSTALLED BY ST LOUIS COUNTY DEPARTMENT OF TRANSPORTATION.

SIGN

EXIST. R7-1 SIGN (U.I.P.) DATE:

SCALE: 1" = 20'

BI G BEND RD

23+00 RT TURN ARROW STA 22+95

4" WS

24+00

BERRY RD AT BI G BEND RD

2 2 + 0 0

R 7 2'

10'

2 1 + 0 0

25+00 STA 24+15 GV

12'

24" STOP BAR STA 23+95

4" IWS

SIGN

T.S.C.L.

SIGN

RT TURN ARROW STA 22+70

G RA

R3-7R

STA 21+57.54

EXIST R5-2 AND D3-1 SIGNS (U.I.P.)

EX SIGN ASSEMBLY (U.I.P.)

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

F. 636 537 0275

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

T. 636 537 5585

SI GNI NG AND STRI PI NG PLAN ( SHEET 1 OF 2)

4" DYS

I NTERSECTI ON I M PROVEM ENTS

STA 22+20

LT TURN ARROW STA 21+70

DESIGNED:

GDO DRAWN:

GDO CHECKED:

STS

EXIST. NON-STANDARD CITY LIMIT SIGN (RELOCATE)

SHEET SEQUENCE:

52 tBk 31Pg a NE Pl I NG L DI L BUI 75'

N:\E18022 St Louis County Big Bend and Berry\drawings\output\029_AR-1724_SS.dgn

12/ 15/ 2022

EXIST. WS (U.I.P.)

15'

SCALE IN FEET

SIGN

4" WS

PU BLIC W O RK S

EXIST. W1-7 SIGN (U.I.P.)

TRA N SPO RTA TIO N

D1-3 SIGN AND METRO BUS STOP SIGN (U.I.P.)

12'

M ATC H LI NE ST A 21+ 00

LEGEND: DYS- DOUBLE SOLID YELLOW STRIPE WS- SOLID WHITE STRIPE IWS- INTERMITTENT WHITE STRIPE (10' DASH, 30' GAP)

Chest er f i el d,M i ssour i63017

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

12/15/2022

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20 R3-7R MSD:

P22MSD-00344

STA 3+70.65

MSD BASE MAP:

24L RELOCATED CITY LIMIT SIGN

SCALE IN FEET

4+00

3+00 4" DYS

SIGN

THRU\LT TURN ARROW STA 1+58

6+00

5+00

DI SCLAI M ER OF RESPONSI BI LI TY

EXIST WS (U.I.P.)

SIGN

EXIST. D1-3 SIGNS (U.I.P.)

GR E

EXIST. R1-1 SIGN ASSEMBLY (U.I.P.)

EXIST R2-1 SIGN (U.I.P.)

LEGEND: DYS- DOUBLE SOLID YELLOW STRIPE WS- SOLID WHITE STRIPE IWS- INTERMITTENT WHITE STRIPE (10' DASH, 30' GAP)

EXIST. MAINTENANCE SIGN (U.I.P.)

OV E

MAIL BOX

VARI ES

2+00

1+00

BERRY RD

REV.DATE

STA 5+66

DESCRI PTI ON

REVI SI ONS

11'

4" IWS

11'

4" WS

APP.

PULL BOX SIGN

G SI

DATE:

EXIST. DYS 4" WS

15+00

16+00

N SA GN SI

GN SI

S3 7°

DESIGNED:

7° 22

25 '

D1-3 SIGN AND METRO BUS STOP SIGN (U.I.P.)

"E 25 '

EX SIGN ASSEMBLY (U.I.P.)

. 'W 50

EX SIGN ASSEMBLY (U.I.P.)

GDO DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\030_AR-1724_SS.dgn

12/ 15/ 2022

14+00 EXIST. WS

SI GNI NG AND STRI PI NG PLAN ( SHEET 2 OF 2)

SIGN

TRA N SPO RTA TIO N

SIGN

I NTERSECTI ON I M PROVEM ENTS

EX SIGN ASSEMBLY (U.I.P.)

BERRY RD AT BI G BEND RD

METRO BUS STOP SIGN (RELOCATE)

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

SCALE: 1" = 20'

PU BLIC W O RK S

SCALE IN FEET

F. 636 537 0275

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

T. 636 537 5585

Chest er f i el d,M i ssour i63017

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

12/15/2022

MATCHLI NE STA 16+50

MATCHLI NE STA 1+00

SCALE: 1" = 20'

GN SI

RT TURN ARROW STA 1+58

COUNTY PROJECT NO.

58 0. ST 02 A 1 +0 9. 1 6

10 .10 '

RO T

24L

57 9. 55

57 9. 07

MSD BASE MAP:

E L

SEE CURB RAMP DETAIL FOR CURB RAMP ELEVATIONS

E L

13 0 .0 0 ' E R L 5 7 7 .6 6

' .0 5

0 .0

2. 00 'R

6. 00 '

MODULAR BLOCK WALL

CO . NC LL WA

EXIST ROW

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

F. 636 537 0275

W ARPI NG DETAI LS

EXIST ROW

PU BLIC W O RK S

0 0 + 1 2

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

T. 636 537 5585

Chest er f i el d,M i ssour i63017

TRA N SPO RTA TIO N

1 0. 33'

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

1/6/2023

I NTERSECTI ON I M PROVEM ENTS

0 .2 6 5 8

DATE:

BERRY RD AT BI G BEND RD

0+0 0

20+00

PROPOSED ISLAND

ME 581.57

FL 577.95

58 0.8 8

R ' 0 .0 2

.05

52' 5. 1

E L

9 .8 FL 576.92

R ' 0 .0 2 3

18 .92 '

0 .5 6

7 .6

4 57

1 72.9 EL 5

DESIGNED:

GDO DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

Hawkins Hill Plat Book 280, Page 63 N:\E18022 St Louis County Big Bend and Berry\drawings\output\016_AR-1724_WP.dgn

1/ 6/ 2023

6 EL 572.3

EL 571.74

STA 18+92.58

.4 4 573 EL

4 57

28 5. 57

L E

FL 578.04

R 00' 2.

19+00

PROPOSED TYPE 'A' VARIABLE HEIGHT CURB (MAX HEIGHT OF 8 INCHES)

64 9. 57

6 8 . 9 7 5

FL 576.90

g Bend Road Bi

' 10.00

7 5

1 .8 ' 6 0 .0 0 2

0 .9 6

7 5

R ' 3 0 .2 .0 0 15

FL 578.40

EXIST ROW

7 5

7' 2.3

' 00 0. 1 P) TY (

FL 578.27 ) (TY P

7 5 7 5

L E

EXIST ROW

57 9. 82

EL 579.61 7 5

L E L E

' 0 . 5

E NC FE

L E

' .0 5

DI SCLAI M ER OF RESPONSI BI LI TY

5 7 8 .1 3

M NU I UM AL

REV.DATE

5 7 8 . 6 0

ELEVATIONS SHOWN ARE PAVEMENT ELEVATIONS UNLESS SHOWN OTHERWISE.

, AND 24 .

P22MSD-00344

REVI SI ONS

MSD:

1 +00

FOR SIGNAL RELATED ITEMS, SEE SIGNAL SHEETS , 22 23

Be rr y

NOTES: 1.

6850B-20 W

1 . 00 '

E-W GATEWAY TIP NO.

EX I S

SCALE: 1" = 10'

CMAQ-5443(602)

DESCRI PTI ON

EX I S

SCALE IN FEET

FEDERAL PROJECT NO.

APP.

AR-1724

Ro ad

L E

SCALE IN FEET 13.11'

SCALE: 1" = 5'

EL 577.10

FEDERAL PROJECT NO.

CMAQ-5443(602) SCALE IN FEET

T . S . C . L.

E-W GATEWAY TIP NO. SCALE: 1" = 5'

6850B-20 MSD:

P22MSD-00344

MSD BASE MAP:

5 8 0 .4

EXI ST ROW

TC 581.40 BC 580.90

2. 4%

TYPE E BLENDED TRRNASITION CURB RAMP

DI SCLAI M ER OF RESPONSI BI LI TY

B C

C T

5 5 78 7 8 .4 .1 5 2

EL 580.29

T C

INSTALL MODIFIED CURB AND GUTTER

TC 578.28 BC 577.95

CURB RAMP DETAIL B

DATE:

LEVEL LANDING AREA CONTRACTOR SHALL REPLACE SIDEWALK TO NEAREST JOINT. EXISTING JOINT SHALL BE SAWCUT. EXISTING CURBS AND CURB & GUTTER TO BE REMOVED SHALL BE SAWCUT. NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK, THE COST FOR WHICH SHALL BE INCLUDED IN THE COST OF REMOVAL OF IMPROVEMENTS. FLOW ARROW

EXISTING

FLOWLINE

MATCH EXISTING

TOP OF CURB

BOTTOM OF CURB SPOT GRADE LOCATION

CURB RAM P DETAI LS

I NTERSECTI ON I M PROVEM ENTS

ALL SIDEWALK FROM THE CURBLINE UP TO AND INCLUDING THE FIRST LEVEL LANDING AREA, AND ALL SIDEWALK WITH TYPE 'A' VARIABLE HEIGHT CURB, SHALL BE 7" THICK. ALL OTHER CONCRETE SIDEWALK SHALL BE 4" THICK.

BERRY RD AT BI G BEND RD

SITE RESTORATION, NOT SPECIFICALLY IDENTIFIED IN THIS CONTRACT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. RESTORED AREAS MUST MEET THE APPROVAL OF THE ENGINEER. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS.

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

ELEVATION

DESIGNED:

GDO DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

N:\E18022 St Louis County Big Bend and Berry\drawings\output\022_AR-1724_CR.dgn

12/ 15/ 2022

DETECTABLE WARNING SURFACE

( SHEET 1 OF 2)

CONCRETE SIDEWALK

TRA N SPO RTA TIO N

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING STANDARDS EXCEPT AS NOTED: ST LOUIS COUNTY STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ST LOUIS COUNTY TRANSPORTATION DEPARTMENT STANDARD DRAWINGS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2009 PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG)

PU BLIC W O RK S

LEGEND

GENERAL SIDEWALK CONSTRUCTION NOTES

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

NOTE: ALL CURB RAMP DETAILS ARE FOR INFORMATIONAL PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET ADA AND ST LOUIS COUNTY REQUIREMENTS.

F. 636 537 0275

12/15/2022 T. 636 537 5585

CURB RAMP DETAIL A

Chest er f i el d,M i ssour i63017

8 5 7

TC 578.20 BC 577.87

BIG BEND RD

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

TC 577.25 BC 576.92

E L

EL 577.27

T B C C 5 5 77 7 7 .8 .5 8 5

5. 00' TC 577.23 BC 576.90

T B C C 5 5 78 7 8 .5 .0 4 4

.2 9

T B C C 5 5 78 7 7 .0 .7 4 1 T C T BC 5 C B 7 C 5 57 8 5 78 8 .4 . 2 7 7 .3 09 .9 0 7

5 5 78 7 8 .5 .2 5 2

5 5 78 7 7 .0 .7 8 5

C T

5 5 78 7 7 .11 .7 8

T C

TC 581.40

SAWCUT AND REMOVE PAVEMENT AND INSTALL NEW PAVEMENT

MH 10D

5 5 81 8 .4 0 .8 7 0

T C

6.00'

REV.DATE

E L

5 7 T 8 .6 B C C 5 5 5 78 7 8 .7 .4 3 0

T C

B 5 5 78 7 7 .3 .9 2 9

T C

TC 580.38 BC 579.88

5 5 78 7 8 .6 .2 0 7

T C C 5 5 76 7 6 .9 .9 0 0 B

5 5 77 7 6 .2 .7 7 7

T C

TYPE ISL-1 CURB RAMP

T C C 5 5 80 8 0 .9 .2 0 3

7 5 7

TYPE C PARALLEL CURB RAMP

5% 4.

E L

W RO

REVI SI ONS

TYPE A VARIABLE HEIGHT CURB

T C

.3 6

5.0'

5 5 77 7 7 .0 .0 0 0 C

T C

6.00'

DESCRI PTI ON

24L

EL 578.00

ST I EX

AR-1724

APP.

N 0 .1 0 8 .6 7 5 77 5 C T C B

W RO

9 .1 8 7 5

T IS X E

COUNTY PROJECT NO.

S EXI

.3% EX 3

O R

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602) E-W GATEWAY TIP NO.

6850B-20

BIG BEND RD

MSD:

BIG BEND RD

P22MSD-00344 MSD BASE MAP:

24L

TC 580.66 BC 580.16 M

TYPE S-PERP-3 PERPENDICULAR CURB RAMP

EXIST ROW

S I EX T RO W

T.S.C.L.

CURB RAMP DETAIL D

DATE:

MODIFIED INTEGRAL CURB

TRA N SPO RTA TIO N

SPRINLER

SCALE IN FEET

5 9 0 .3 5 T C

E T C

2" TREE

(ASPH)

BERRY RD AT BI G BEND RD

8 5 .2 6

T C

M 5 8

5 .2 8

5 9 0 .6 3 E L 5 9 0 .6 2 E L

BERRY RD

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

CURB RAM P DETAI LS

5 5 85 8 5 .5 0 3 3

5 5 85 8 5 .3 .3 7 7

T C

TC 584.91 BC 584.91

2 .2

EXIST. SIDEWALK EL 593.03

5 8 5

T.S.C.L.

4 8 5

TOP OF NEW STEP EL 591.88

TOP OF NEW STEP EL 592.44

HANDRAIL

SAWCUT AND REPLACE EXIST PCC PAVEMENT

EXIST ROW

DER 48" BOX EL

NEW MODULAR BLOCK WALL

EXIST ROW

2 .9

TOP OF NEW STEP EL 591.32

4 8 5

EL 590.26

TOP OF NEW STEP EL 590.76

EXIST ROW

(CONC)

16.41' B

EL 590.20

10.00'

4.1'

E L

90 .4 5 90 6 .4 7

7.79'

EXIST ROW

5 9 0 .5 8

E L

5 9 0 .1 3

NEW MODULAR BLOCK WALL

5 9 0 .2 6

E L

5 9 0 .4

7.44'

4.00'

I NTERSECTI ON I M PROVEM ENTS

TYPE S-PERP-4 PERPENDICULAR CURB RAMP

T C

3.34%

5 9 0 .1 6

5 9 0 .0 3

SCALE: 1" = 5'

( SHEET 2 OF 2)

PU BLIC W O RK S

F. 636 537 0275

8 5 7 E M

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

SCALE: 1" = 5'

T. 636 537 5585

8 .4

GN SI

SCALE IN FEET

Chest er f i el d,M i ssour i63017

12/15/2022

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

7 5 7 C B

.9 0

5 78 7 7 .10 .6 0

5 T C

REVI SI ONS

6 .3 2

0 .3

9 3 1. 8

T B C C 5 5 77 7 7 .6 .6 8 8

.8 0 7 7 5 E M

.5 2 7 7 5 E L .6 0

.6 0 7 5 7

REV.DATE

E M

6 .9 2 5 7

E L

5 7

8 5

E L

8 5

E L

9 .2

L E

DI SCLAI M ER OF RESPONSI BI LI TY

.2 0 7 5 7

1 6 .8 5 7

.0 0

2 8

3 .2 2

8 5

1 3 1. 8 5

.4 0

8 .1 9

TYPE A VARIABLE HEIGHT CURB

FULL DEPTH SAWCUT

L E

8 5

TYPE S-PERP-8 PERPENDICULAR CURB RAMP

7 5

.2 0 8 5

L E

39' 22.

TC 579.44 BC 579.44

4 .1 9

T IN S C

1 0+ 00

NOTE: ALL CURB RAMP, SIDEWALK, AND STEP DETAILS ARE FOR INFORMATIONAL PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET ADA AND ST LOUIS COUNTY REQUIREMENTS.

BIG BEND RD

3 .1 0 .13 8 5 80 5

6 .3 9

7 5

S I EX

CURB RAMP DETAIL C

7 5

.4 8

SCALE IN FEET

0 5 .3 0 .3 5 8 0 .3 5 8 5 80 C 5 C T C B

C T

1 .1 0 8

5 7

TYPE A VARIABLE HEIGHT CURB

4.61'

7 5

TYPE D-PERP-1 DUAL PERPENDICULAR CURB RAMP

1 .9 0 8 5

.4 0 8

C B

TC 579.36 BC 579.36

TC 579.70 BC 579.20

H AW K

2.73'

4.81'

9.19'

TC 578.82 BC 578.32

H AW K

5.00'

GN SI

SCALE: 1" = 5'

TC 579.77 BC 579.27

TYPE A VARIABLE HEIGHT CURB

MODIFIED INTEGRAL CURB

TC 578.31 BC 577.81

9% EX 5.

.4 9

5 .0

SCALE: 1" = 5'

7 5

TC 580.87 BC 580.37

7 5

0% EX 3.

SAWCUT AND REMOVE PAVEMENT INSTALL MODIFIED CURB AND GUTTER

5.00'

DESIGNED:

GDO DRAWN:

GDO CHECKED:

STS SHEET SEQUENCE:

SIDEWALK DETAIL E 2" TREE

CURB RAMP DETAIL F

8" STUMP 1

N:\E18022 St Louis County Big Bend and Berry\drawings\output\023_AR-1724_CR.dgn

12/ 15/ 2022

2.0'

SCALE IN FEET

2 .9 9

TC 578.08 BC 577.58

8.76'

T. S. C. L.

7 5

TC 577.76 BC 577.26

TYPE A VARIABLE HEIGHT CURB

EXIST ROW

% 1 EX 8.

APP.

SAWCUT AND REMOVE PAVEMENT AND INSTALL NEW PAVEMENT

DESCRI PTI ON

SAWCUT AND REMOVE PAVEMENT AND INSTALL NEW PAVEMENT

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602)

SIGNAL PHASING BIG BEND RD. AND BERRY RD. / HAWKINS CT.

E-W GATEWAY TIP NO.

UTILITY NOTE: Ø6 Ø1 + O/L A

utilities, if shown on these plans, shall be considered approximate only. Verification of

1) The proposed temporary controller unit shall be

EX. UTILITY ESMT

R Y G

EX. SIGNAL ESMT

NEMA configuration. 2) The proposed temporary cabinet back panel shall be completely wired with harnesses for 8-phase operation with four overlaps. 3) The proposed temporary traffic signal shall be placed in flashing operations (all-red flash) during all night-time work activities, any time that travel lanes on any approach are reduced to a single lane for two-way travel, or any other time period

E NC FE

deemed necessary by the County to ensure the safety of area motorists and/or the Contractor. The Contractor shall be responsible for all temporary signal controller and cabinet modifications and/or programming throughout the course of construction.

4) The proposed temporary signal head

R Y G

DESCRI PTI ON

Berry Road. Should it become apparent that modifications to the proposed temporary signal head configurations, placements, and/or phasing should be implemented to accommodate lane configurations during any specific stage of construction, the Contractor shall be responsible for providing and modifying locations of all necessary temporary traffic signal heads, as well

R Y G

POST

configurations, placements, and phasing as shown on this plan sheet are based upon the proposed lane configurations along Big Bend Road and

R Y G

as all temporary signal controller and cabinet modifications and/or programming throughout the course of construction.

DATE:

R Y G

TRA N SPO RTA TIO N

place, to the satisfaction of the Engineer, until the permanent induction loops are installed. Following installation of the permanent induction loops, the video detection system shall be completely removed, and the Contractor shall ensure a fully

operational induction loop vechicular detection is provided, to the satisfaction of the Engineer.

R Y G

CONC. WALK

R Y G

N GN SI

G BEND RD BERRY RD AT BI

TSCL

ASPHALT

wk Ha

TSCL

SIGN

s in

Hawkins Hill Plat Book 280, Page 63

I NTERSECTI ON I M PROVEM ENTS

CONC. system

P. E.2009001105

NATHAN M .NOHREN PROFESSI ONAL ENGI NEER

R Y G

permanent induction loops are installed. The Contractor shall be responsible for ensuring a fully functional video detection system remains in

TEM PORARY SI GNAL LAYOUT

project intersection until such time that the

M ODI FI CATI ONS

R Y Y

20+00

19+00

F( 314)6213288

0 0 + 1 2

PU BLIC W O RK S

R Y Y

0+0 0

Big Bend Road

411 N.10TH STREET,SUI TE 200 SAI NT LOUI S,M I SSOURI63101 P( 314)6213395

5) Following the installation of the proposed permanent traffic signal equipment, and prior to the complete removal the of temporary traffic signal assembly, the Contractor shall be responsible for relocating the complete video detection system from the temporary traffic signal assembly to the proposed permanent traffic signal assembly. The video detection system shall be used to provide vehicular detection at the

COM WWW. LOCHGROUP.

R Y G

01/06/2023

TRAFFI C SI GNAL

M NU I UM AL

Be rr y

TSCL

REVI SI ONS

GENERAL NOTES:

APP.

Ø4

N.B. - HAWKINS COURT

O/L C

and shall be verified prior to any grading, excavation or construction of improvements.

REV.DATE

W.B. LEFT - BIG BEND ROAD (FYA ONLY)

24L

plans, shall be the responsibility of the Contractor,

Ro ad

Ø2

MSD BASE MAP:

and utilities either shown or not shown on these

GN SI

W.B. - BIG BEND ROAD

20MSD-00295

the locations of all existing facilities, structures

Ø8

S.B. - BERRY ROAD

MSD:

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

E.B. LEFT - BIG BEND ROAD (FYA)

Existing underground facilities, structures and

1 +00

E.B. - BIG BEND ROAD

6850B-20

DESIGNED:NMN SCALE IN FEET

t ur Co

SIGN

SCALE: 1" = 10'

DRAWN:JRB

CHECKED:TWK

SHEET SEQUENCE:

22 OF

$FILEL$

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

UTILITY NOTE:

CMAQ-5443(602)

Existing underground facilities, structures and utilities, if shown on these plans, shall be considered approximate only. Verification of the locations of all

E-W GATEWAY TIP NO.

6850B-20

existing facilities, structures and utilities either shown or not shown on these MSD:

plans, shall be the responsibility of the Contractor, and shall be verified prior to any grading, excavation or construction of improvements.

20MSD-00295 2-1c#14 W/ TUBE JACKET MSD BASE MAP:

IN SAWED SLOT (TYP.)

24L

GENERAL NOTES: 6' x

2) The proposed cabinet back panel shall be completely wired with harnesses for 8-phase operation with four overlaps and four concurrent pedestrian phases.

30 0 ST 'TO OP BA R

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

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

SCALE IN FEET SCALE: 1" = 20'

SIGNAL PHASING BIG BEND RD. AND BERRY RD. / HAWKINS CT.

REVI SI ONS

APP.

1) The proposed controller unit shall be NEMA configuration.

ON E S FR TO R Y AM E

6' x

DESCRI PTI ON

83 9

Ø6+PEDS.

W/ PEDS SOUTH SIDE

2-2c#18 (S) IN 2" CONDUIT

REV.DATE

E.B. - BIG BEND ROAD

Ø8+PEDS.

W.B. - BIG BEND ROAD W/ PEDS NORTH SIDE

Ø2+PEDS.

W.B. LEFT - BIG BEND ROAD (FYA ONLY)

O/L C

N.B. - HAWKINS COURT W/ PEDS EAST SIDE

EX. ROW

Ø4+PEDS.

EX. TSCL

ON E S FR TO R Y AM E

W/ PEDS WEST SIDE

S.B. - BERRY ROAD

3+0 0

Ø1 + O/L A

E.B. LEFT - BIG BEND ROAD (FYA)

2-2c#18 (S) IN 2" CONDUIT

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

POWER RISER

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

2-2c#18 (S) IN 2" CONDUIT

1 1 c # 6 ( G) ,1 4c # 1 8 ( APS) ,1 2c # 1 8 ( S)I N 2" CONDUI T

I NSTAL L NEW POWER SUPPL Y NEAR EXI ST.POWER POL E 2

R Y G

EXIST. 1-F.O.C. (36 FIBERS) (T.B.R. & RELOC.), EXIST. 1-F.O.C. (36

6' x 20' R Y Y

19+00

GV GV

1-P.B. 6

1-P.B.

R Y Y

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

x 20' 6'

8 TSCL

10 6

1-P.B.

EXIST. SINGLE CONC. PULLBOX (T.B.R.), EXIST. 1-F.O.C. (36 FIBERS) (T.B.R. & RELOC.), EXIST. 1-F.O.C. (36 FIBERS) (T.B.R.) TSCL

EX ROW TSCL

EXIST. 2-2c#18 (S) & 1-F.O.C. (36 FIBERS) (T.B.R.), NEW 2-2c#18 (S) & 1-F.O.C. (36 FIBERS) IN EXIST. 2" CONDUIT

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

E 14 " 2'

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

EXI ST.MAST ARM,CONC.BASE,SI GNAL & PEDESTRI AN HEADS,PUSH BUTTON ( T. B. R. )

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

1 1 c # 6 ( G) ,37c # 1 4,1 5c # 1 4,1 4c # 1 8 ( APS) ,1 2c # 1 8 ( S)I N 4" CONDUI T EXIST. 1-F.O.C. (36 FIBERS) (RELOC.), NEW 4-7c#14, 1-5c#14, 5-2c#18 (S), 1-4c#24 (PTZ), 1-F.O.C. (36 FIBERS) EX ROW

t ur Co

1-P.B. (W/ 6" EXT. BRACKET) & 1-4c#18 (APS) IN POLE

IN 4" CONDUIT

°2

E 14 " 2'

1 1 c # 6 ( G) ,1 4c # 1 8 ( APS) ,1 2c # 1 8 ( S)I N 2" CONDUI T

INTERCEPT EXIST. CONDUIT WITH NEW PREFORMED PULL BOX

s in

°2

EXI ST.POST,CONC.BASE,SI GNAL HEADS ( T. B. R. )

7 S3

EXIST. PREFORMED PULLBOX (T.B.R.), EXIST. 1-F.O.C. (36 FIBERS) (T.B.R. & RELOC.)

7 S3

EXI ST.1 F. O. C.( 36 FI BERS)( U. I . P. ) , EXI ST.22c # 1 8 ( S)( T. B. R. ) , NEW 22c # 1 8 ( S) I N EXI ST.2" CONDUI T

wk Ha

EXIST. 1-F.O.C. (RELOC.), NEW 2-2c#18 (S) IN 2" CONDUIT

' 20 6'x

20' ARM WV

EX ROW

EXIST. SINGLE CONC. PULLBOX (T.B.R.)

INTERCEPT EXIST. CONDUIT WITH NEW PREFORMED PULL BOX

x 20' 6'

R Y G

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

IN 4" CONDUIT

0 0 22+

0 0 + 1 2

R Y G

EXIST. 1-F.O.C. (RELOC.), NEW 7-7c#14, 2-5c#14, 10-2c#18 (S), 1-4c#24 (PTZ), 1-F.O.C. (36 FIBERS)

EXIST. SINGLE CONC. PULLBOX (T.B.R.)

FIBERS) (T.B.R.)

20+00

R Y G

18+00

0+0 0

PULLBOX (T.B.R.) 6' x 20'

EXIST. POWER SUPPLY (T.B.R.) 2-1c#14 W/ TUBE JACKET IN SAWED SLOT (TYP.)

38'ARM

Big Bend Road

R Y G

EXIST. PREFORMED

EXIST. PREFORMED PULLBOX (T.B.R.),

R Y G

SIGNAL HEADS (T.B.R.)

4 WV

34'ARM

EXIST. MAST ARM, CONC. BASE,

R Y G

RISER

R Y G

POWER

RISER

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

R Y Y

2-CABLE

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

36' ARM GV

P. E.2009001105

NATHAN M .NOHREN PROFESSI ONAL ENGI NEER

1-P.B.

M ODI FI CATI ONS

WV WV

R Y Y

NE STA.17+50 MATCHLI

EX ROW

F( 314)6213288 WWW. LOCHGROUP. COM

21 c # 6 ( P)I N 2" CONDUI T

EXI ST.POST,CONC.BASE,SI GNAL & PEDESTRI AN HEADS,PUSH BUTTON ( T. B. R. )

GV W V

NE LI

EX ROW

CH M AT

M NU I UM AL

E NC FE

EXIST. CONC. BASE (T.B.R.)

6' x 2 0'

EX. SIGNAL ESMT

TSCL

PU BLIC W O RK S

EX. UTILITY ESMT

TRAFFI C SI GNAL

1-P.B. (W/ 6" EXT. BRACKET) & 1-4c#18 (APS) IN POLE

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

TRA N SPO RTA TIO N

1 1 c # 6 ( G) ,47c # 1 4,1 5c # 1 4,1 4c # 1 8 ( APS) ,1 2c # 1 8 ( S)I N 4" CONDUI T

1-P.B. (W/ 6" EXT. BRACKET) & 1-4c#18 (APS) IN POLE

411 N.10TH STREET,SUI TE 200 SAI NT LOUI S,M I SSOURI63101 P( 314)6213395

01/06/2023

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

I NTERSECTI ON I M PROVEM ENTS

6' x 2 0'

EXI ST.1 F. O. C.( 36 FI BERS)( REL OC. ) , NEW 1 1 c # 6 ( G) ,1 57c # 1 4,45c # 1 4,1 82c # 1 8 ( S) ,1 4c # 24 ( PTZ) ,1 F. O. C.( 36 FI BERS) I N TWO 4" CONDUI TS

DATE:

BERRY RD AT BI G BEND RD

EXIST. PREFORMED PULLBOX (T.B.R.), EXIST. 1-F.O.C. (36 FIBERS) (T.B.R. & RELOC.), EXIST. 1-F.O.C. (36 FIBERS) (T.B.R.)

0 22+5 . A ST

EXI ST.1 F. O. C.( 36 FI BERS)( REL OC. ) , NEW 1 47c # 1 4,45c # 1 4,1 62c # 1 8 ( S) ,1 4c # 24 ( PTZ) ,1 F. O. C.( 36 FI BERS) I N TWO 4" CONDUI TS

EXIST. SIGNAL CABINET & CONC. BASE (T.B.R.)

Be rr 1+00 y Ro ad

1-P.B.

DESIGNED:NMN

DRAWN:JRB

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

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

2-1c#14 W/ TUBE JACKET IN ONE 1" CONDUIT

CHECKED:TWK

SHEET SEQUENCE:

23 OF

$FILEL$

COUNTY PROJECT NO.

AR-1724 FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20 MSD:

20MSD-00295 MSD BASE MAP:

UTILITY NOTE:

24L Existing underground facilities, structures and utilities, if shown on these plans, shall be considered approximate only. Verification of the locations of all

REVI SI ONS

SCALE IN FEET

REV.DATE

SCALE: 1" = 20'

APP.

plans, shall be the responsibility of the Contractor, and shall be verified prior to any grading, excavation or construction of improvements.

DESCRI PTI ON

existing facilities, structures and utilities either shown or not shown on these

EX ROW

EXI ST.PREFORMED PUL L BOX ( U. I . P. )

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

7 GV

EXIST. 1-F.O.C. (36 FIBERS) TO EXT. CONT. AT SAPPINGTON RD. (U.I.P.)

6' x 6'

DATE:

01/06/2023

24+00

23+00 EXI ST.22c # 1 8 ( S)( T. B. R. ) , NEW 22c # 1 8 ( S) I N EXI ST.2" CONDUI T

EXIST. PREFORMED PULLBOX (U.I.P.)

P. E.2009001105

6' x 6'

Big Bend Road

NATHAN M .NOHREN PROFESSI ONAL ENGI NEER

17+00

350' TO STOP BAR

6' x 6'

F( 314)6213288 WWW. LOCHGROUP. COM

310' TO STOP BAR

PU BLIC W O RK S

16+00

TRA N SPO RTA TIO N

Big Bend Road

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

EX ROW

411 N.10TH STREET,SUI TE 200 SAI NT LOUI S,M I SSOURI63101 P( 314)6213395

RISER

MATCHLI NE STA.22+50

POWER 2-CABLE RISER RISER

2-CABLE

NE STA.17+50 MATCHLI

NUM FENCE UMI AL

EX ROW

EXI ST.1 F. O. C.( 36 FI BERS)( T. B. R) , NEW 1 F. O. C.( 36 FI BERS)I N EXI ST. 2" CONDUI T TO EXI ST.CONT.AT WI NDSOR CT.

11"E ° 4 1' S39

EXI ST.22c # 1 8 ( S)& 1 F. O. C. ( 36 FI BERS)( T. B. R. ) , NEW 22c # 1 8 ( S)& 1 F. O. C. ( 36 FI BERS)I N EXI ST.2" CO NDUI T GM

M ODI FI CATI ONS

EX ROW

TRAFFI C SI GNAL

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

TSCL

I NTERSECTI ON I M PROVEM ENTS

EXIST. PREFORMED PULLBOX (U.I.P.)

EXI ST.1 F. O. C.( 36 FI BERS)( U. I . P. ) , EXI ST.22c # 1 8 ( S)( T. B. R. ) , NEW 22c # 1 8 ( S) I N EXI ST.2" CONDUI T

BERRY RD AT BI G BEND RD

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

DESIGNED:NMN

DRAWN:JRB

CHECKED:TWK

SHEET SEQUENCE:

24 OF

$FILEL$

COUNTY PROJECT NO.

AR-1724

TRAFFIC SIGNAL ITEMS

INDUCTION LOOP DETECTOR SCHEDULE FEDERAL PROJECT NO.

DESCRIPTION

ITEM NO. 904-02.13

SIGNAL HEAD, TYPE 3S

UNIT EACH

SIZE AND TYPE OF LOOP

QUANTITY LOOP NO.

904-02.14

SIGNAL HEAD, TYPE 4S

EACH

904-02.33

SIGNAL HEAD, TYPE 33S

EACH

904-05.43

SIGNAL HEAD, TYPE 3B, TERMINAL COMPARTMENT & ASTRO BRACKET MOUNTING

EACH

904-05.44

SIGNAL HEAD, TYPE 4B, TERMINAL COMPARTMENT & ASTRO BRACKET MOUNTING

EACH

STANDARD (3-TURNS)

CMAQ-5443(602)

CARD POSITION CHANNEL USED QUADRUPOLE IN RACK (2-4-2)

E-W GATEWAY TIP NO.

6850B-20 MSD:

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7' MAXIMUM TOTAL HEIGHT,

EACH

6'x6'

22MSD-00344 20MSD-00295 MSD BASE MAP:

24L

8 23

(2) 6'x20'

6'x20'

6'x6'

EACH

6' CAMERA MOUNTING ASSEMBLY, ASTRO BRACKET AND MOUNTING HARDWARE

EACH

904-32.20

19' POLE W/20' MAST ARM, STEEL

EACH

904-32.34

19' POLE W/34' MAST ARM, STEEL

904-32.36

19' POLE W/36' MAST ARM, STEEL

904-32.38

19' POLE W/38' MAST ARM, STEEL

EACH

904-43.88

CONTROLLER, FULLY ACTUATED, (8 PHASE TIMER, IN ALUMINUM CABINET APPROX. 55"H

EACH

6'x20'

6'x6'

904-29.06

REVI SI ONS

ALUMINUM

DESCRI PTI ON

904-28.07

SIGNAL HEAD, TYPE 1S, PEDESTRIAN

APP.

904-24.01

(2) 6'x20'

REV.DATE

CARDS PROVIDED FOR FUTURE USE X 44"W X 26"D, WIRED FOR 8 PHASE OPERATION) W/ INTERNAL FIBER OPTIC MODEM

3, 5, 7

OPEN SLOTS IN CARD RACK

904-49.22

DETECTOR, PEDESTRIAN PUSH BUTTON, APS, FREEZEPROOF

EACH

904-49.35

DETECTOR, VEHICLE INDUCTION LOOP, CARD RACK MTG., 2 CHANNEL W/DELAY AND

EACH

AND TERMINATION HOUSING, TS2, TYPE 2, W/BATTERY BACKUP

EXTENSION TIMEING AND RELAY OUTPUTS

904-49.51

PAN TILT ZOOM (PTZ) INTERNET PROTOCOL VIDEO SURVEILLANCE CAMERA SYSTEM (CAMERA W/BRACKET, MANAGED ETHERNET SWITCH, AND MISC. CABLES)

904-49.52

SOFTWARE LICENSE, PTZ CAMERA

EACH

904-51.00

CONDUIT, 1"

L.F.

904-52.00

CONDUIT, 2"

L.F.

490

904-54.00

CONDUIT, 4"

L.F.

370

904-74.99

CONDUIT REPAIR (LOCATE BROKEN CONDUIT, EXCAVATE, REMOVE EXISTING CABLE,

EACH

SIGNAL BASE AND EQUIPMENT SCHEDULE CONCRETE BASE TYPE

MAST ARM OR POST TYPE

B-7

STEEL TRAFFIC SIGNAL POLE W/ 34' ARM

P-3

BASE NO.

SIGNAL EQUIPMENT TYPE

REPAIR/REPLACE CONDUIT, REINSTALL CABLE, BACKFILL & RESTORE) (DOES NOT INCLUDE SIDEWALK OR PAVEMENT REMOVAL AND REPLACEMENT)

904-83.07

CABLE, SIGNAL, #14 GAUGE, 7 CONDUCTOR

L.F.

WIRE, STRANDED GROUND, #6 GAUGE

L.F.

230

904-85.05

CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, W/ TUBE JACKET (IN CONDUIT AND

L.F.

220

PULL BOXES)

904-85.18

CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, W/ TUBE JACKET (IN SAWED SLOT) CABLE, PUSH BUTTON AND/OR DETECTOR LOOP LEAD-IN, #18 GAUGE, 2 CONDUCTOR

1 - PUSH BUTTON

DATE:

B-7

P-3

4 L.F.

(MAXIMUM TOTAL HEIGHT 7')

2,650

904-84.00

904-85.06

ALUMINUM SIGNAL POST & CAP

STEEL TRAFFIC SIGNAL POLE W/ 36' ARM

ALUMINUM SIGNAL POST & CAP (MAXIMUM TOTAL HEIGHT 7')

2,400

06/03/2022

1 - 4S w/BP (ALL 12") 2 - 3B w/BP (ALL 12") 2 - 1S PED. (APPROX. 16"x18") 1 - PUSH BUTTON (W/ 6" EXTENSION BRACKET)

1 - PUSH BUTTON

1 - 3S w/BP (ALL 12") 2 - 3B w/BP (ALL 12")

L.F.

5,400

B-9

STEEL TRAFFIC SIGNAL POLE W/ 38' ARM

P-3

ALUMINUM SIGNAL POST & CAP (MAXIMUM TOTAL HEIGHT 7')

1 - PUSH BUTTON

P-3

ALUMINUM SIGNAL POST & CAP (MAXIMUM TOTAL HEIGHT 7')

1 - PUSH BUTTON

1 - 4B w/BP (ALL 12") 2 - 1S PED. (APPROX. 16"x18") 1 - PTZ VIDEO SURVEILLANCE CAMERA

(SHIELDED)

904-85.34

CABLE, COMMUNICATION, #18 GAUGE, 4 CONDUCTOR (APS)

250

904-85.36

CABLE, COMMUNICATION, FIBER OPTIC, 36 FIBERS (30 SINGLE-MODE AND 6 MULTI-MODE)

L.F.

3,100

904-85.81

CABLE, COMMUNICATION, POWER, PTZ CAMERA, #24 GAUGE, 4 PAIR (SHIELDED)

L.F.

300

904-86.01

POWER SUPPLY ASSEMBLY, ON WOOD UTILITY POLE, 120/240 VOLT

EACH

904-88.01

PULL BOX, SINGLE, CONCRETE

EACH

904-88.02

PULL BOX, DOUBLE, CONCRETE

EACH

904-89.17

PREFORMED PULL BOX (17"Wx30"Lx26"MIN. H), REINFORCED POLYMER CONCRETE

EACH

B-6

P-3

D-8PH

STEEL TRAFFIC SIGNAL POLE W/ 20' ARM

ALUMINUM SIGNAL POST & CAP (MAXIMUM TOTAL HEIGHT 7')

1 - 33S w/BP (ALL 12") 1 - 3B w/BP (ALL 12") 2 - 1S PED. (APPROX. 16"x18") 1 - PUSH BUTTON (W/ 6" EXTENSION BRACKET)

1 - PUSH BUTTON

1 - CONTROLLER, GROUND MOUNT,

904-90.17

PREFORMED PULL BOX (17"Wx30"Lx26"MIN. H), REINFORCED POLYMER CONCRETE W/1'

EACH

ALUMINUM CABINET, (APPROX. 55"H x 44"W x 26"D) W/ BATTERY BACKUP

BASE, TYPE P-3, CONCRETE

EACH

904-91.56

BASE, TYPE B-6, CONCRETE

EACH

904-91.57

BASE, TYPE B-7, CONCRETE

EACH

904-91.59

BASE, TYPE B-9, CONCRETE

EACH

904-91.88

BASE, TYPE D-8PH, CONCRETE

EACH

904-93.10

TEMPORARY SIGNAL INSTALLATION

EACH

904-95.20

REMOVAL OF CONCRETE SINGLE PULL BOX

EACH

904-95.30

REMOVAL OF PREFORMED PULL BOX

EACH

904-96.20

REMOVAL OF CONCRETE BASE

EACH

904-96.21

REMOVAL OF CONCRETE CONTROLLER BASE

EACH

904-97.33

REMOVAL OF EXISTING CONTROLLER CABINET

EACH

904-97.40

REMOVAL OF SIGNAL POST

EACH

904-97.41

REMOVAL OF MAST ARM

EACH

904-97.43

REMOVAL OF POWER SUPPLY ASSEMBLY

EACH

904-98.81

RELOCATION OF EXISTING INTERCONNECT CABLE

L.F.

1,360

PULL BOX SCHEDULE PULL BOX NUMBER

CONCRETE

PREFORMED

PREFORMED W/ CONC. APRON

DOUBLE

I NTERSECTI ON I M PROVEM ENTS

904-91.43

BERRY RD AT BI G BEND RD

CONCRETE APRON

P. E.2009001105

660

NATHAN M .NOHREN PROFESSI ONAL ENGI NEER

L.F.

QUANTI TI ES

CABLE, SIGNAL, #14 GAUGE, 5 CONDUCTOR

F( 314)6213288 WWW. LOCHGROUP. COM

904-83.05

2 - 1S PED. (APPROX. 16"x18") 1 - PUSH BUTTON (W/ 6" EXTENSION BRACKET)

PU BLIC W O RK S

100

TRAFFI C SI GNAL

L.F.

TRA N SPO RTA TIO N

CABLE, POWER, #6 GAUGE, 1 CONDUCTOR

411 N.10TH STREET,SUI TE 200 SAI NT LOUI S,M I SSOURI63101 P( 314)6213395

904-82.06

1 - 3S w/BP (ALL 12") 3 - 3B w/BP (ALL 12")

SINGLE

DESIGNED:NMN

904-99.09

FIBER-OPTIC TERMINATION

EACH

904-99.10

FIBER-OPTIC FUSION SPLICE

EACH

(17"W x 30"L x 26" MIN. H)

DRAWN:JRB

(17"W x 30"L x 26" MIN. H)

CHECKED:TWK

EXISTING (U.I.P.) (17"W x 30"L x 26" MIN. H)

SHEET SEQUENCE:

EXISTING (U.I.P.) (17"W x 30"L x 26" MIN. H)

25 OF

$FILEL$

570

-50 -45 -40 -35 T

-30 T OH

-25

-25 T

-20

W T

-20 T

-15

-15 -10

-10 -5

-5 0

C= 0.9 CY

560

BIG BEND RD EXIST PAVEMENT (MILL AND OVERLAY) (TYP) G

BIG BEND RD

30 35

EXIST. 21" RCP

580

575

570

565 EXIST. 24" RCP

CUT= 2.88 SF FILL= 0.0 SF

580

565

EXIST. 21" RCP

45 50

560

17+85.46

580

575

570

EXIST. 24" RCP

560

BIG BEND ROAD

STA.17+50 TO STA.18+00 26 OF

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

F. 636 537 0275

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

-5

PU BLIC W O RK S

-10 DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot he engi neer i ng desi gn on t hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

560

T. 636 537 5585

EXIST. 24" RCP CUT= 0.42 SF FILL= 2.48 SF

Chest er f i el d,M i ssour i63017

34. 55' LT

EL 568. 28

565

( SHEET 1 OF 15)

-30 T OH

-15

SID

EXI ST. ROW

28. 40' LT

EL 568. 18

33. 40' LT

EL 568. 25

ï »¿î „€

23. 17' LT

EL 568. 00

EXI ST. ROW

REV.DATE

APP.

DESCRI PTI ON

REVI SI ONS

EXI ST. P. S. E.

570

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

EXIST. 21" RCP

TRA N SPO RTA TIO N

-20 T

BI G BEND CROSS SECTI ONS

-35 -25

EXI ST. P. S. E.

560

EXI ST. ROW

-30

I NTERSECTI ON I M PROVEM ENTS

-40 SID

-35 T T

BERRY RD AT BI G BEND RD

-45 -40 T T

EXI ST. P. S. E.

-50 -45 W

EXI ST. ROW

ï »¿î „€

-50

SID

EXI ST. ROW

565 OH

BIG BEND RD 575

SHEET SEQUENCE:

17+75.00 N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_XSec.dgn

12/ 15/ 2022

575

ï »¿î „€

570

EXI ST. ROW

575 EXI ST. T. C. S. L.

570

EXI ST. T. C. S. L.

575

EXI ST. T. C. S. L.

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

18+00.00 F= 0.7 CY

580 DATE:

12/15/2022

565

DESIGNED:

565 GDO

DRAWN:

GDO

CHECKED:

STS

-50 -45 -40 -35 -30 T OH

-25 W T T

-20 -15 T

-15 -10

-5

-10

C= 1.3 CY -5 0

18+25.00

C= 0.9 CY

BIG BEND RD

C= 1.7 CY

EXIST PAVEMENT (MILL AND OVERLAY) (TYP) G

BIG BEND RD

580

30 35

EXIST. 24" RCP

560

EXIST. 24" RCP

575

570 570

565 565

EXIST. 21" RCP

CUT= 1.32 SF FILL= 1.75 SF

580

560

45 50

560

18+50.00 F= 1.2 CY

580

575

570

EXIST. 21" RCP

CUT= 2.40 SF FILL= 0.79 SF 560

BIG BEND ROAD

STA.18+25 TO STA.18+75 27 OF

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

( SHEET 2 OF 15)

-20 T

-5

PU BLIC W O RK S

T T

-10 Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot he engi neer i ng desi gn on t hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

560

F. 636 537 0275

EXIST. 24" RCP

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

565

T. 636 537 5585

EXIST. 21" RCP

Chest er f i el d,M i ssour i63017

CUT= 0.69 SF FILL= 0.56 SF REV.DATE

570

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

560

TRA N SPO RTA TIO N

565 DI SCLAI M ER OF RESPONSI BI LI TY

570

BI G BEND CROSS SECTI ONS

-25 -15

EXI ST. P. S. E.

-20 BY

I NTERSECTI ON I M PROVEM ENTS

EXI ST. ROW

-25

TT APP.

DESCRI PTI ON

REVI SI ONS

EXI ST. P. S. E.

EXI ST. ROW

575

BERRY RD AT BI G BEND RD

-30 T

T G

EXI ST. P. S. E.

T W

BIG BEND RD

EXI ST. ROW

-30

24. 50' LT

EL 571. 31

28. 50' LT

EL 571. 48

33. 50' LT

24. 21' LT

EL 570. 08

28. 47' LT

35. 66' LT ï »¿î „€ SID

EXI ST. ROW EL 571. 60

EL 571. 56

23. 62' LT

EL 569. 00

28. 44' LT

-35 EL 570. 49

33. 46' LT

-35

EL 569. 17

33. 43' LT

SID

EL 570. 57

ï »¿î „€

OH E

580

SHEET SEQUENCE:

F= 1.5 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_XSec.dgn

12/ 15/ 2022

565 EL 569. 25

-40

SID

-45 -40

ï »¿î „€

-50 -45

EXI ST. ROW

-50

36. 85' LT

EL 570. 64

EXI ST. T. C. S. L.

580

35. 60' LT

570

EL 569. 29

575 EXI ST. ROW

575 EXI ST. T. C. S. L.

575

EXI ST. T. C. S. L.

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

18+75.00 F= 1.1 CY

580 DATE:

12/15/2022

DESIGNED:

565 GDO

DRAWN:

GDO

CHECKED:

STS

-50 -45 -40 -35

565

-30 T T W

-25 -20 TT

-20 -15

-15 -10

-5

NEW MODIFIED CURB AND GUTTER (TYP)

-10

C= 1.6 CY -5 0

19+00.00

C= 6.4 CY

5 10

570

BIG BEND RD G

565

BIG BEND RD G

30 35

EXIST. 21" RCP EXIST. 24" RCP 40

585

580

575

570

CUT= 10.99 SF FILL= 0.03 SF

585

EXIST. 24" RCP

45 50

565

19+25.00 F= 0.9 CY

585

580

575

EXIST. 21" RCP

CUT= 2.84 SF FILL= 1.97 SF 565

BIG BEND ROAD

STA.19+00 TO STA.19+50 28 OF

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

C= 16.0 CY

F. 636 537 0275

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

( SHEET 3 OF 15)

-5 Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot he engi neer i ng desi gn on t hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

565

PU BLIC W O RK S

-10 CUT= 23.60 SF FILL= 0.19 SF

T. 636 537 5585

EXIST. 21" RCP

Chest er f i el d,M i ssour i63017

EXIST. 24" RCP

REV.DATE

575

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

570 DI SCLAI M ER OF RESPONSI BI LI TY

575

TRA N SPO RTA TIO N

565 BY

APP.

DESCRI PTI ON

REVI SI ONS

EXI ST. P. S. E.

BI G BEND CROSS SECTI ONS

-25 -15

EXI ST. ROW

585

I NTERSECTI ON I M PROVEM ENTS

-20

580

BERRY RD AT BI G BEND RD

EXIST PAVEMENT (MILL AND OVERLAY) (TYP) G

EXI ST. P. S. E.

EXI ST. ROW

23. 03' LT

EL 575. 16

BIG BEND RD

EXI ST. P. S. E.

-30

EXI ST. ROW

22. 57' LT

-25

22. 12' LT

EL 573. 72

EL 572. 30

24. 70' LT

-30

28. 02' LT

EL 573. 48

37. 17' LT

EL 575. 12

37. 67' LT

EL 575. 62

EL 572. 71

-35 18. 52' LT

44. 46' LT

EL 575. 91

28. 54' LT

EL 573. 98

34. 72' LT

-35

EL 572. 85

33. 54' LT

SID

46. 56' LT

585

SHEET SEQUENCE:

F= 1.2 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_XSec.dgn

12/ 15/ 2022

EL 572. 93

-40 EL 574. 17

ï »¿î „€

-40

SID

-45 T

ï »¿î „€

EXI ST. ROW

-50 -45

EXI ST. ROW

-50 OH

37. 53' LT

570 EL 575. 48

EXI ST. ROW

580

24. 20' LT

575

EL 572. 21

580 EL 572. 95

575 EXI ST. T. C. S. L.

580

EXI ST. T. C. S. L.

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

19+50.00 F= 0.1 CY

585 DATE:

12/15/2022

570

DESIGNED:

570 GDO

DRAWN:

GDO

CHECKED:

STS

-50 -45 -40 -35 T

-30 -25 W T

-20 T

-15 -5

-10

C= 18.8 CY -5 0

19+75.00 5

C= 8.0 CY

5 10

T E

BIG BEND RD

EXIST. 24" RCP

EXIST. 21" RCP

570

25 30

EXIST PAVEMENT (MILL AND OVERLAY) (TYP)

F= 0.0 CY

585

EXIST. 15" RCP (UIP)

570

35 40

585

580 T

580

575 575

EXIST. 18" RCP

CUT= 0.36 SF FILL= 0.00 SF

575

565

45 50

570

20+00.00

585

580

575

CUT= 17.01 SF FILL= 0.00 SF 565

BIG BEND ROAD

STA.19+75 TO STA.20+25 29

F. 636 537 0275

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

F= 0.2 CY

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

T. 636 537 5585

Chest er f i el d,M i ssour i63017

( SHEET 4 OF 15)

-10

30 SID

37. 04' RT

EL 579. 62

ï »¿î „€

DI SCLAI M ER OF RESPONSI BI LI TY

37. 46' RT

EL 579. 47

575

PU BLIC W O RK S

25 580

BI G BEND CROSS SECTI ONS

BIG BEND RD

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

CUT= 1.82 SF FILL= 0.35 SF

TRA N SPO RTA TIO N

570 REV.DATE

585

I NTERSECTI ON I M PROVEM ENTS

C= 1.0 CY

15 36. 53' RT

DESCRI PTI ON

REVI SI ONS APP.

590

BERRY RD AT BI G BEND RD

T. S. C. L.

EXIST. 8" VCP

NEW

EXIST. 18" RCP EL 579. 14

580

33. 74' RT

-15

5 T

EL 577. 22

-20 0

P. S. E.

575

SID NEW

31. 77' RT

590

F= 0.1 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_XSec.dgn

1/ 6/ 2023

-25 T

-5 G

ï »¿î „€

-30 T

-10 EL 579. 20

BIG BEND RD

EXI ST. P. S. E.

-35 W

-15

28. 17' RT EXI ST. ROW

EXIST. 18" VCP (TBR) -20 E

EL 576. 94

585

33. 53' RT

OH T

-25 T

27. 78' RT

-40 W

-30

24. 62' LT

-35 T

EL 577. 15

580 OH G W

EL 576. 88

-45 -40

EL 578. 16

-45

39. 62' LT

EL 578. 25

-50

23. 49' LT

-50 48. 01' LT

EL 576. 58

585 EL 578. 23

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

570

20+25.00 DATE:

1/6/2023

DESIGNED:

570 GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

-50 -45 -40 -35 -30 W

-25 W T

-20 -15 -10

C= 4.7 CY

-5

580

20+50.00 5

C= 5.4 CY

BIG BEND RD

5 10

EXIST PAVEMENT (MILL AND OVERLAY) (TYP)W G

EXIST. CURB INLET

30 35

35 40

EXIST. 18" RCP

585

CUT= 3.38 SF FILL= 1.62 SF

590

580

570

575

20+75.00 F= 0.8 CY

590

585

580

CUT= 8.25 SF FILL= 0.17 SF 570

BIG BEND ROAD

STA.20+50 TO STA.21+00 30 OF

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

F. 636 537 0275

590 T. 636 537 5585

F= 0.8 CY

Chest er f i el d,M i ssour i63017

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

PU BLIC W O RK S

EXI ST. ROW

36. 19' RT

CUT= 3.94 SF FILL= 0.0 SF

TRA N SPO RTA TIO N

SID EL 582. 50

ï »¿î „€

24. 23' RT

EXI ST. ROW

35. 18' RT

EL 583. 66

ï »¿î „€

SID

26. 73' RT

EL 583. 53

DI SCLAI M ER OF RESPONSI BI LI TY

35. 33' RT

EL 583. 61

26. 23' RT

580

( SHEET 5 OF 15)

575 585

BI G BEND CROSS SECTI ONS

EXIST. 18" RCP T

REV.DATE

590

I NTERSECTI ON I M PROVEM ENTS

EL 583. 09

DESCRI PTI ON

REVI SI ONS APP.

595

BERRY RD AT BI G BEND RD

-5 G

31. 19' RT

575

EXI ST. ROW

-10 W

36. 50' RT

BIG BEND RD

39. 15' RT

-15 E

EL 582. 39

EL 582. 43

C= 3.4 CY

EL 581. 43

-20 5

SID

-25 T

25. 99' RT

EXIST. 18" RCP EL 583. 03

580 T

ï »¿î „€

-30 W

-5 G

EL 582. 32

585

31. 68' RT

-10 W

EL 580. 54

-15 E

29. 66' RT

-20 T

23. 49' RT

-25

EL 581. 89

-30 W

36. 68' RT

T W

EL 581. 02

-35 OH

25. 49' RT

T T

EL 581. 83

-35

30. 04' LT

EL 580. 22

-40

34. 61' LT

EXI ST. ROW

BIG BEND RD

EL 580. 61

-40

EL 580. 04

-45

38. 60' LT

585

38. 09' LT

-50 -45

EL 580. 64

590

EXI ST. ROW

590

39. 56' LT

-50

EL 580. 96

595

F= 0.2 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_XSec.dgn

1/ 6/ 2023

575 EL 579. 98

585 EXI ST. ROW

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

575

21+00.00 DATE:

1/6/2023

580

DESIGNED:

575 GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

-50 -45 -40 -35 -30 W

-25 W T

-20 -15 -10

C= 3.9 CY -5 0

21+25.00 5

C= 5.4 CY

5 10 15

E W

10 15

BIG BEND RD

585

580 EXIST. 18" RCP

EXIST. 18" RCP

575

595

575

45 50

590

585 585

CUT= 7.77 SF FILL= 0.0 SF 575

50 55

21+50.00 F= 0.0 CY

595

590

585

CUT= 4.47 SF FILL= 0.04 SF 575

BIG BEND ROAD

STA.21+25 TO STA.21+75 31 OF

PU BLIC W O RK S

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

600

F. 636 537 0275

21+75.00

T. 636 537 5585

Chest er f i el d,M i ssour i63017

DI SCLAI M ER OF RESPONSI BI LI TY

580

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

T. S. C. L.

NEW

APP.

T. S. C. L.

DESCRI PTI ON

REVI SI ONS

NEW

EXI ST. ROW

35. 86' RT

EL 586. 74

SID

28. 86' RT

EL 586. 64

28. 35' RT

EL 586. 14

24. 74' RT

ï »¿î „€

REV.DATE

34. 86' RT

EL 586. 73

585

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

595 EXI ST. ROW

34. 16' RT

CUT= 10.92 SF FILL= 0.0 SF

TRA N SPO RTA TIO N

EL 585. 80

SID

585

( SHEET 6 OF 15)

-5 G

590

BI G BEND CROSS SECTI ONS

-10 W

595

I NTERSECTI ON I M PROVEM ENTS

EL 586. 19

595

BERRY RD AT BI G BEND RD

-15 EXIST PAVEMENT (MILL AND OVERLAY) (TYP)

ï »¿î „€

580

EXI ST. ROW

28. 16' RT

EXIST. 18" RCP

35. 16' RT

BIG BEND RD

EL 585. 63

C= 8.7 CY

27. 65' RT

EXI ST. ROW

600

F= 0.0 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_XSec.dgn

1/ 6/ 2023

T OH

-20

33. 45' RT

580 EL 585. 82

0 T

34. 01' RT

-25 T

-5

EL 584. 69

-30 W

-10 G

SID

-15 W

ï »¿î „€

-20 E

27. 44' RT

-35 -25

25. 65' RT EL 585. 14

-30 T

EL 584. 59

-40 W

EL 585. 19

-35 W

26. 94' RT

-45 -40 OH

EL 584. 10

-50 -45 BIG BEND RD

24. 94' RT

-50 T

EL 584. 15

590 EXI ST. ROW

590

EL 584. 70

590 EXI ST. ROW

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

600

F= 0.0 CY

600

595 DATE:

1/6/2023

580

DESIGNED:

580 GDO

DRAWN:

GDO

CHECKED:

STS

SHEET SEQUENCE:

-50 -45 -40 -35

585 T OH

-30 -25

W W

-20 T T

-15 -10

C= 14.0 CY -5 0

T T

E W

10 15

BIG BEND RD

595

EXIST. 18" RCP

22+25.00 F= 0.0 CY

600 600

580 595

590

585

CUT= 19.3 SF FILL= 0.0 SF

22+00.00

BIG BEND ROAD

F= 0.0 CY

STA.22+00 TO STA.22+50 32 OF

PU BLIC W O RK S

585

F. 636 537 0275

CUT= 23.65 SF FILL= 0.0 SF

590 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

600

T. 636 537 5585

22+50.00

DI SCLAI M ER OF RESPONSI BI LI TY

Chest er f i el d,M i ssour i63017

37. 50' RT

580

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

T. S. C. L.

EXI ST. ROW

595 45

TRA N SPO RTA TIO N

NEW

37. 26' RT

EL 584. 07

CUT= 26.74 SF FILL= 0.0 SF

( SHEET 7 OF 15)

580 EL 583. 37

SID

NEW

EXI ST. ROW

SID

APP.

DESCRI PTI ON

REVI SI ONS

T. S. C. L.

36. 50' RT

EL 584. 05

ï »¿î „€

30. 50' RT

EL 583. 96

30. 00' RT

EL 583. 46

REV.DATE

585

BI G BEND CROSS SECTI ONS

C= 19.9 CY 10 ï »¿î „€

BIG BEND RD

40 595

I NTERSECTI ON I M PROVEM ENTS

5 T

30. 26' RT

585 590

BERRY RD AT BI G BEND RD

0 G

T. S. C. L.

-5

NEW

-10 W

36. 26' RT

EL 583. 36

EL 583. 27

C= 23.3 CY

EXI ST. ROW

-15

29. 76' RT

EXIST. 18" RCP

36. 58' RT

-20 T

0 20. 12' RT

BIG BEND RD

EL 582. 57

-25 TT

-5

SID

-10 T

ï »¿î „€

OH T W

-15

35. 58' RT

-30 -20

EL 582. 77

580 W

EL 582. 55

585 -25

29. 57' RT

-35 -30

EL 582. 46

-40 -35 T

29. 07' RT

-45 -40 T T

EL 581. 96

-50 -45 W

23. 17' RT

-50 W

EL 583. 65

EXIST PAVEMENT (MILL AND OVERLAY) (TYP)

21. 78' RT

EL 582. 90

590 EXI ST. ROW

595

EL 582. 06

590 EXI ST. ROW

600

N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_XSec.dgn

1/ 6/ 2023

590 EXI ST. ROW

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

600

F= 0.0 CY

600

595 DATE:

1/6/2023

580

EXIST. 18" RCP DESIGNED:

580 GDO

DRAWN:

50 GDO

CHECKED:

STS

SHEET SEQUENCE:

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

-20 W T

-15 -10

C= 27.6 CY -5 0

22+75.00

C= 18.4 CY

580

5 10

T T

10 W

BIG BEND RD

590

580

35 40

EXIST. 18" RCP CUT= 6.99 SF FILL= 1.13 SF

600

EXIST. 18" RCP

45 50

580

23+00.00 F= 0.5 CY

600

595

590

CUT= 32.77 SF FILL= 0.0 SF 580

BIG BEND ROAD

STA.22+75 TO STA.23+25 33

F. 636 537 0275

590

PU BLIC W O RK S

590 595 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

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

580

T. 636 537 5585

580

Chest er f i el d,M i ssour i63017

EXIST. 18" RCP DI SCLAI M ER OF RESPONSI BI LI TY

REV.DATE

585

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

T. S. C. L.

NEW

585

TRA N SPO RTA TIO N

SID

EXI ST. ROW

ï »¿î „€

41. 96' RT

EL 590. 75

34. 89' RT

590

( SHEET 8 OF 15)

5 T

EL 590. 65

590

BI G BEND CROSS SECTI ONS

0 G

30. 50' RT

APP.

DESCRI PTI ON

REVI SI ONS

EXI ST. ROW

600

I NTERSECTI ON I M PROVEM ENTS

-5 W

30 595

BERRY RD AT BI G BEND RD

T. S. C. L.

-10

EXIST PAVEMENT (MILL AND OVERLAY) (TYP)

42. 28' RT

BIG BEND RD

30. 00' RT EL 590. 56

BIG BEND RD

NEW

585 EL 590. 77

EL 590. 06

C= 3.2 CY

EXI ST. ROW

-15

36. 51' RT

-20 T

EL 589. 76

-25 W

-5

37. 51' RT

OH W

-10

SID

-15

ï »¿î „€

-30 -20

25. 68' RT

-25

30. 50' RT

-35 -30

30. 00' RT

-40 -35 T

EL 589. 67

-45 -40 W

EL 589. 17

-50 -45 W

EL 590. 11

-50 OH

20. 29' RT

EXI ST. ROW

595

EL 589. 35

595 EXI ST. ROW

600

SHEET SEQUENCE:

F= 0.0 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_XSec.dgn

12/ 15/ 2022

585 EL 589. 77

595 EXI ST. ROW

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

23+25.00 F= 0.5 CY

600 DATE:

12/15/2022

585

DESIGNED:

585 GDO

DRAWN:

GDO

CHECKED:

STS

-50

570

-45 -40 -35

OH TT

-30 T

-25 -20

585

EXIST. 18" RCP (TBR)

-20 -15

-15 W

-10

NEW 21" RCP

-10 -5

EXIST. 15" RCP

-5 E

0 5

C= 73.9 CY

5 10

10 15

15 20

EXIST PAVEMENT (MILL AND OVERLAY) (TYP)G W W

570

EXIST. 8" VCP

NEW 21" RCP

590

575

CUT= 102.62 SF FILL= 8.84 SF

590

B L ROW

575

45 50

585

W E

580

EXIST. 15" RCP

EXIST. 8" VCP 570

0+50.00 F= 4.3 CY

590

585

W T G

580

575

CUT= 56.97 SF FILL= 0.42 SF 570

BERRY ROAD

STA.0+25 TO STA.0+75 34 OF

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

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

570

F. 636 537 0275

CUT= 46.39 SF FILL= 0.0 SF

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

EXIST. 8" VCP

T. 636 537 5585

NEW 21" RCP DI SCLAI M ER OF RESPONSI BI LI TY

575

Chest er f i el d,M i ssour i63017

575

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

49. 24' RT

EL 581. 55

48. 55' RT

EL 581. 43

570

48. 05' RT

6. 17' LT

EL 579. 57

APP.

DESCRI PTI ON

REVI SI ONS

17. 25' RT EXI ST.ROW

EL 580. 26

16. 73' RT

EL 579. 76

14. 75' RT

EL 579. 77

REV.DATE

580

PU BLIC W O RK S

B L ROW

EL 580. 86

C= 69.0 CY

33. 59' RT

EL 579. 98

29. 19' RT

-5

EL 579. 89

-10

5. 91' LT

EL 578. 81

12. 32' LT

27. 07' LT

EL 578. 39

( SHEET 9 OF 15)

-25 -15

W G

585

BERRY RD CROSS SECTI ONS

-30 -20

TRA N SPO RTA TIO N

EL 578. 64

-25

B L ROW

I NTERSECTI ON I M PROVEM ENTS

-35

27. 57' LT

590

SHEET SEQUENCE:

0+25.00 N:\E18022 St Louis County Big Bend and Berry\drawings\output\002_AR-1724_XSec.dgn

12/ 15/ 2022

580 EL 578. 89

33. 82' LT

EL 578. 90

EXI ST.ROW

590

BERRY RD AT BI G BEND RD

36. 74' LT

EL 577. 17

37. 24' LT

-30

8. 10' LT

-40 EL 577. 30

-35

EL 578. 18

-45 -40

13. 50' LT

44. 09' LT

-45 T

EL 578. 03

-50 OH

28. 34' LT

585 44. 97' LT

-50

EL 577. 13

EXI ST.T.S.C.L.

580

EL 577. 36

585

EL 577. 24

580 EXI ST.ROW

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

0+75.00 F= 4.1 CY

590 DATE:

12/15/2022

575

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

-50 -45 -40

585

-35 -30 -25 -20 -15 W E

-10

C= 32.7 CY -5 0

1+00.00 5

C= 16.0 CY

5 10

B L ROW

15 20

B L ROW

G W

570

EXIST. 8" VCP

1+50.00

595 595

590 590

585

580

575 NEW 21" RCP

EXIST. 8" VCP CUT= 10.19 SF FILL= 5.22 SF

590

575

570

1+25.00 F= 2.8 CY

590

585

580

575

NEW 21" RCP

CUT= 24.32 SF FILL= 0.88 SF 570

BERRY ROAD

STA.1+00 TO STA.1+50 35 OF

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

PU BLIC W O RK S

C= 13.3 CY

( SHEET 10 OF 15)

-5

BERRY RD CROSS SECTI ONS

-10

0 570

F. 636 537 0275

CUT= 18.50 SF FILL= 4.49 SF

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

570

T. 636 537 5585

EXIST. 8" VCP

Chest er f i el d,M i ssour i63017

575

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

NEW 21" RCP REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

580

575

TRA N SPO RTA TIO N

-5 585

I NTERSECTI ON I M PROVEM ENTS

-10 G

EXI ST.ROW

590

DI SCLAI M ER OF RESPONSI BI LI TY

EXIST PAVEMENT (MILL AND OVERLAY) W (TYP) W

EXI ST.ROW

7. 09' LT

EL 580. 97

595

BERRY RD AT BI G BEND RD

-15

B L ROW

EXI ST.ROW

6. 88' LT

22. 50' LT

EL 580. 67

23. 00' LT

EL 581. 17

29. 00' LT

EXI ST.ROW EL 581. 26

32. 86' LT

EL 579. 98

EXI ST.T.S.C.L.

6. 54' LT

-20

-15

EL 580. 59

-20

EL 580. 12

-25 22. 50' LT

EL 580. 31

23. 00' LT

EL 580. 81

29. 00' LT

EL 580. 90

-25

22. 82' LT

-30

23. 32' LT

-35

EL 579. 59

EXI ST.ROW

-30

EL 580. 09

32. 91' LT

-35

29. 33' LT

-40 EL 579. 60

EL 580. 17

-45 OH

EXI ST.ROW

-50 -40

31. 84' LT

580 -45

EL 579. 33

-50

EXI ST.T.S.C.L.

580 UNI ON ELECTRI C EASEMENT

585

EXI ST.T.S.C.L.

585

UNI ON ELECTRI C EASEMENT

595

SHEET SEQUENCE:

F= 0.4 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\002_AR-1724_XSec.dgn

12/ 15/ 2022

580 UNI ON ELECTRI C EASEMENT

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

590

F= 4.5 CY

DATE:

12/15/2022

575

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

580

-50 -45 -40 -35 OH

-30 -25 -20 T T

-15 -10

-5

-10

C= 17.8 CY -5 0

1+75.00 5

C= 18.7 CY

B L ROW

10 15

B L ROW W G

15 20

EXIST PAVEMENT (MILL AND OVERLAY) W (TYP) W

570

590

585

580

12" RCP

NEW 21" RCP EXIST. 8" VCP

CUT= 20.30 SF FILL= 2.37 SF

590

575

570

45 50

570

2+00.00 F= 2.8 CY

590

585

580

575

NEW 21" RCP

EXIST. 8" VCP CUT= 19.99 SF FILL= 3.57 SF 570

BERRY ROAD

STA.1+75 TO STA.2+25 36 OF

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

PU BLIC W O RK S

C= 18.3 CY

F. 636 537 0275

5 570

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

CUT= 19.19 SF FILL= 1.28 SF

T. 636 537 5585

575

( SHEET 11 OF 15)

-15

NEW 18" RCP

EXIST. 8" VCP

Chest er f i el d,M i ssour i63017

570 REV.DATE

580

BERRY RD CROSS SECTI ONS

-20

7. 83' LT

EL 582. 25

APP.

DESCRI PTI ON

REVI SI ONS

EXI ST.ROW

585

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

NEW 21" RCP

TRA N SPO RTA TIO N

-5 GW

DI SCLAI M ER OF RESPONSI BI LI TY

NEW 12" RCP

EXI ST.ROW

22. 50' LT

EL 581. 99

23. 00' LT

590

I NTERSECTI ON I M PROVEM ENTS

T T

-10 W

BERRY RD AT BI G BEND RD

-25 -15

7. 60' LT

-20

B L ROW

EXI ST.ROW

575 W

7. 37' LT

575

EL 581. 79

22. 50' LT

EL 581. 49

23. 01' LT

EL 582. 49

29. 00' LT

31. 79' LT EXI ST.ROW EL 582. 58

EL 581. 65

EXI ST.T.S.C.L.

EL 581. 34

-30 EL 581. 99

29. 00' LT

-25

22. 50' LT

-35

EL 581. 07

EXI ST.ROW EL 582. 08

-30

23. 00' LT

34. 68' LT

EL 580. 19 OH

EL 581. 57

-40 -35

29. 00' LT

-45 OH

EXI ST.ROW EL 581. 66

-50 -40

34. 35' LT

580 -45

EL 579. 87

-50

EXI ST.T.S.C.L.

580 UNI ON ELECTRI C EASEMENT

585

EXI ST.T.S.C.L.

585

UNI ON ELECTRI C EASEMENT

590

SHEET SEQUENCE:

F= 3.7 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\002_AR-1724_XSec.dgn

12/ 15/ 2022

585

UNI ON ELECTRI C EASEMENT

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

2+25.00 F= 1.7 CY

590 DATE:

12/15/2022

575

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

580

-50 -45 -40

590

-35 OH T

575

-30 -25 23. 00' LT -20 -15 W

-10

C= 15.1 CY -5 0

2+50.00 5

C= 12.0 CY

B L ROW

NEW 12" RCP

10 G W

570

15 20

2+75.00 F= 1.8 CY

595

590

585

580

EXIST. 8" VCP 575

CUT= 13.48 SF FILL= 1.65 SF

570 570

BERRY ROAD

STA.2+50 TO STA.2+75 37 OF

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

F. 636 537 0275

CUT= 12.51 SF FILL= 2.22 SF T. 636 537 5585

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

NEW 12" RCP 16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

580

PU BLIC W O RK S

EXIST. 8" VCP

TRA N SPO RTA TIO N

575 8. 26' LT

EL 583. 09

( SHEET 12 OF 15)

-5 G

EXI ST.ROW

BERRY RD CROSS SECTI ONS

-10 W

EXIST PAVEMENT (MILL AND OVERLAY) (TYP)

I NTERSECTI ON I M PROVEM ENTS

22. 50' LT

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

595

BERRY RD AT BI G BEND RD

-15

B L ROW

EXI ST.ROW

23. 00' LT

EL 583. 29

EL 582. 79

8. 04' LT

-20

EL 582. 72

-25

22. 50' LT

EL 582. 43

-30

EL 582. 93

-35 29. 00' LT

EXI ST.ROW EL 583. 38

33. 31' LT

EL 581. 94

EXI ST.T.S.C.L.

590

29. 00' LT

-40 OH

EXI ST.ROW EL 583. 02

-45

32. 17' LT

-50

EL 581. 97

580

EXI ST.T.S.C.L.

585

UNI ON ELECTRI C EASEMENT

595

SHEET SEQUENCE:

F= 1.4 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\002_AR-1724_XSec.dgn

12/ 15/ 2022

585

UNI ON ELECTRI C EASEMENT

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

590

585 DATE:

12/15/2022

570

595

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

580

-50 -45 -40

590

OH T

-35 -30 -25 -20 -15 W

-10

C= 13.0 CY -5 0

3+00.00 5

C= 15.9 CY

B L ROW

575

5 10

575

570 CUT= 18.77 SF FILL= 0.57 SF

10 15

EXIST PAVEMENT (MILL AND OVERLAY) (TYP)

G W

3+25.00 F= 1.0 CY

595

590

585

580

NEW 12" RCP EXIST. 8" VCP 575

CUT= 15.51 SF FILL= 1.66 SF

570 570

BERRY ROAD

STA.3+00 TO STA.3+25 38 OF

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

F. 636 537 0275

575

T. 636 537 5585

EXIST. 8" VCP Chest er f i el d,M i ssour i63017

NEW 12" RCP 16141 Swi ngl ey Ri dge Rd. ,Sui t e 300

580

PU BLIC W O RK S

580

TRA N SPO RTA TIO N

8. 50' LT

EL 583. 71

EXI ST.ROW

( SHEET 13 OF 15)

-5 G

BERRY RD CROSS SECTI ONS

-10

I NTERSECTI ON I M PROVEM ENTS

22. 50' LT

EL 583. 44

23. 00' LT

EL 583. 94

29. 00' LT

EXI ST.ROW EL 584. 03

31. 16' LT

595

BERRY RD AT BI G BEND RD

-15

B L ROW

EXI ST.ROW

-20 W

8. 50' LT

OH T

EL 583. 36

-25

22. 50' LT

EL 583. 10

23. 00' LT

-30

EL 583. 60

29. 00' LT

-35

EXI ST.ROW EL 583. 69

-40 EL 583. 31

EXI ST.T.S.C.L.

590

32. 45' LT

-45

EL 582. 54

-50

EXI ST.T.S.C.L.

585 UNI ON ELECTRI C EASEMENT

595

SHEET SEQUENCE:

F= 1.8 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\002_AR-1724_XSec.dgn

12/ 15/ 2022

585

UNI ON ELECTRI C EASEMENT

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

590

585 DATE:

12/15/2022

570

595

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

-50 -45

590

-40 -35 -30 -25 -20

OH T W

-15 -10

C= 16.3 CY -5 0

3+50.00 5

C= 14.8 CY

10 15

B L ROW G

10 W

570

4+00.00 F= 0.7 CY

595 595

EXIST PAVEMENT (MILL AND OVERLAY) (TYP)

580 580

NEW 12" RCP EXIST. 8" VCP

575 575

CUT= 15.72 SF FILL= 1.48 SF

45 50

3+75.00 F= 1.3 CY

595

590

+ 5'

585

580 580

NEW 12" RCP EXIST. 8" VCP

575 575

CUT= 16.33 SF FILL= 1.25 SF

570 570

BERRY ROAD

STA.3+50 TO STA.4+00 39 OF

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

PU BLIC W O RK S

F. 636 537 0275

B L ROW

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

C= 14.1 CY

10 575

T. 636 537 5585

CUT= 14.77 SF FILL= 0.12 SF

Chest er f i el d,M i ssour i63017

EXI ST.ROW

DESCRI PTI ON

REVI SI ONS APP.

580

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

EXIST. 8" VCP REV.DATE

585

575

TRA N SPO RTA TIO N

5 W

( SHEET 14 OF 15)

-5

DI SCLAI M ER OF RESPONSI BI LI TY

-5 G

BERRY RD CROSS SECTI ONS

-10

EXI ST.ROW

9. 61' LT

EL 585. 05

20. 50' LT

22. 50' LT EL 584. 33

EL 584. 27

23. 00' LT

EL 584. 77

29. 00' LT

I NTERSECTI ON I M PROVEM ENTS

9. 38' LT

29. 93' LT

EL 584. 55

EXI ST.ROW EL 584. 86

595

BERRY RD AT BI G BEND RD

-15

-10

B L ROW

EXI ST.ROW

-20 W

9. 09' LT

OH T

-15

EL 584. 49

-20

EL 584. 06

-25 22. 50' LT

EL 584. 17

23. 00' LT

-25

22. 50' LT

EL 583. 81

-30 EL 584. 67

-30

23. 00' LT

-35 29. 00' LT

-35

EXI ST.ROW EL 584. 76

33. 00' LT

580

EL 584. 31

-40

OH T

29. 00' LT

590 EL 583. 43

EXI ST.T.S.C.L.

590

EXI ST.ROW EL 584. 40

-45 -40

31. 58' LT

-50 -45

EL 583. 54

-50

EXI ST.T.S.C.L.

UNI ON ELECTRI C EASEMENT

585

EXI ST.T.S.C.L.

585 UNI ON ELECTRI C EASEMENT

595

SHEET SEQUENCE:

F= 0.8 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\002_AR-1724_XSec.dgn

12/ 15/ 2022

585 UNI ON ELECTRI C EASEMENT

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

590

585 DATE:

12/15/2022

570

595

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS

-50 -45 -40 -35 OH T

-30 -25 -20 -15 -10

C= 11.8 CY -5 0

4+25.00 5

C= 7.4 CY

575 CUT= 5.26 SF FILL= 0.12 SF

10 15

B L ROW

W G

10 W

4+50.00 F= 0.1 CY

600 600

595 595

590

585

580

EXIST. 8" VCP CUT= 10.73 SF FILL= 0.04 SF

575 575

BERRY ROAD

STA.4+25 TO STA.4+50 40 OF

PU BLIC W O RK S

EXIST. 8" VCP 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

F. 636 537 0275

580

T. 636 537 5585

585

Chest er f i el d,M i ssour i63017

( SHEET 15 OF 15)

-5 G

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

TRA N SPO RTA TIO N

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

595

BERRY RD CROSS SECTI ONS

-10 EXIST PAVEMENT (MILL AND OVERLAY) (TYP) EXI ST.ROW

595

I NTERSECTI ON I M PROVEM ENTS

20. 86' LT

22. 90' LT EL 585. 12

EL 584. 99

23. 40' LT

EL 585. 00

29. 00' LT

600

BERRY RD AT BI G BEND RD

EXI ST.ROW EL 585. 10

EXI ST.T.S.C.L.

B L ROW

EXI ST.ROW

-15

9. 61' LT

-20

EL 585. 61

20. 50' LT

-25

22. 50' LT EL 584. 56

EL 584. 47

-30

23. 00' LT

-35

EL 584. 97

-40 29. 91' LT

EL 584. 80

580

29. 45' LT

585 -45 T

29. 00' LT

-50 OH

EXI ST.ROW EL 585. 06

585

EXI ST.T.S.C.L.

590

UNI ON ELECTRI C EASEMENT

600

SHEET SEQUENCE:

F= 0.1 CY N:\E18022 St Louis County Big Bend and Berry\drawings\output\002_AR-1724_XSec.dgn

12/ 15/ 2022

580 EL 584. 91

590

UNI ON ELECTRI C EASEMENT

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1724

FEDERAL PROJECT NO.

CMAQ-5443(602)

E-W GATEWAY TIP NO.

6850B-20

MSD:

P22MSD-00344

MSD BASE MAP:

24L

590 DATE:

12/15/2022

575

DESIGNED:

GDO

DRAWN:

GDO

CHECKED:

STS