Woodson Road Resurfacing Preliminary Plans by STLCOGOV

ST. LOUIS COUNTY PROJECT NO. AR-1828

FEDERAL PROJECT NO. STP-9901(660)

RIGHT-OF-WAY NEW RIGHT-OF-WAY EXISTING

W-WATER E-ELECTRIC T-TELEPHONE/CATV G-GAS UNDERGROUND UTILITY (TYPE SPECIFIED)

PROPERTY LINE PERMANENT DRAINAGE EASEMENT PERMANENT SIDEWALK EASEMENT TEMPORARY SLOPE AND CONSTRUCTION LICENSE PERMANENT TRAFFIC SIGNAL EASEMENT PERMANENT FOOTING EASEMENT

PL MAINTENANCE AND UTILITY EASEMENT PERMANENT ROADWAY IMPROVEMENT,

SYMBOLOGY P.R.I.M.U.E. AND SEWER EASEMENT MAINTENANCE AND UTILITY SIDEWALK PERMANENT ROADWAY IMPROVEMENT, P.R.I.M.U.S.S.E.

TREE/VEGETATION LINE FENCE (DESIGNATE TYPE)

CONSTRUCTION LIMITS TREE OR SHRUB (DESIGNATE DIA. & TYPE) GUARDRAIL RAILROAD SIGN TO BE REMOVED TO BE ABANDONED USE IN PLACE TO BE REMOVED AND REPLACED ADJUST TO GRADE

P.F.E. PERMANENT RETAINING WALL EASEMENT

TO BE REMOVED AND REPLACED BY OTHERS TO BE ABANDONED AND FILLED

ADJUST TO GRADE BY OTHERS

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

DESCRIPTION (A.T.G.B.O.) (T.B.A.&F.)

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

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

P.D.E P.S.E. T.S.C.L. MINOR ARTERIAL DESIGN AADT (YEAR): N/A

DESIGN CRITERIA

GENERAL LEGEND LOCATOR MAP MSD CERTIFICATION OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING

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DIRECTIONAL DISTRIBUTION (D) =

TRUCK PERCENTAGE (T) =

FUNCTIONAL CLASSIFICATION: DESIGN YEAR: CURRENT AADT (YEAR): DESIGN SPEED (V) = POSTED SPEED (V) =

2030 11,700 (2013) 12,740 (2030) N/A 40 MPH 35 MPH

i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F A ST. LOUIS COUNTY ROAD END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT

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STANDARD SPECIFICATIONS

STA. STA. STATE LENGTH FEDERAL LENGTH

PROJECT SPECIFIC INFORMATION M.S.D. P-NUMBER: M.S.D. BASE MAP:

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

FEET FEET FEET FEET

MILES MILES

PROJECT LIMITS INDEX OF SHEETS REVIEW ENGINEER: APPROVAL DATE:

12+50.00 3962.27 184.72 0.72 0.72

RESPONSIBILITY FOR THAT SPECIFIC INFORMATION. SEWER CONTRACTOR OR OTHER SOURCES, DISCLAIM ANY HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY THE SET OF FINAL MEASUREMENT PLANS. SINCE THE WYE LOCATIONS THE RESULTS OF THOSE MEASUREMENTS ARE SHOWN ON THIS EXISTING OR PROPOSED EASEMENTS HAVE BEEN MEASURED. STRUCTURES AND SEWERS AND LOCATIONS WITH RESPECT TO THE EXISTING SEWER LENGTHS, SIZES, FLOWLINES, DEPTHS OF P.E. SIGNED DATE THE AFOREMENTIONED FINAL MEASUREMENTS SIGNATURE AND SEAL APPLY ONLY TO IT SHOULD BE UNDERSTOOD THAT THIS

b DESIGNED:

P U B L I C W O R K S T R A N S P O R T A T I O N PUBLIC WORKS TRANSPORTATION ST. LOUIS, MISSOURI 63132 1050 N. LINDBERGH BLVD DESIGN DIVISION TRANSPORTATION/PUBLIC WORKS DEPARTMENT OF ST. LOUIS COUNTY, MISSOURI LOUIS COUNTY STANDARD DRAWINGS. BRIDGE CONSTRUCTION, AND BY APPLICABLE ST. COUNTY STANDARD SPECIFICATIONS FOR ROAD AND THISPROJECT SHALL BE COVERED BY THE ST. LOUIS UNLESS OTHERWISE NOTED, ALL WORK ON APPROVED: Acting Director Stephanie Leon Streeter, P.E. DATE:

16K, 16L 52+12.27 3777.55 0.00 N NOT TO SCALE WOODSON ROAD PAGE AVE 1 AR-1828 33 STP-9901(660) 7124F-22 16K, 16L R E S U R F A C I N G W O O D S O N R O A D J. DOHRMANN S. SABO E. BURKART T I T L E & I N D E X S H E E T STA. 19+67.17 EXCEPTION END STA. 18+74.27 EXCEPTION BEGIN BROWN ROAD I170 KEMPLAND PLACE 12+50.00 BEGIN STA. 52+12.27 END STA. LOCATION PROJECT 170 D 340 N STA. 43+89.93 EXCEPTION BEGIN STA. 44+81.75 EXCEPTION END BROWN ROAD CROSS SECTIONS SIGNAL PLAN SHEETS CURB RAMP DETAILS INTERSECTION DETAIL ROADWAY PLAN SHEETS MSD NOTES ALIGNMENT INFORMATION SHEET TYPICAL SECTIONS TITLE AND INDEX SHEET DESCRIPTION 32-33 26-31 18-25 17 9-16 8 7 2-6 1 NUMBER SHEET

4/17/2023 OF

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

WOODSON ROAD RESURFACING PRELIMINARY PLANS

NOTE:

11'-0" +/-

LANE

EXISTING ASPHALT

11'-0" +/- 10'-6" +/LANE EXISTING P.C.C.P.

4'-0" +/VARIES VARIES

L TYPICAL 4-LANE SECTION - WOODSON ROAD

VARIES

E X R / W B CONST. 5'-0" +/- 11'-0" +/BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

LANE LANE EX. SDWK EX. SDWK

E X R / W STA. 12+50.00 TO STA. 16+50.00

NTS 1

10'-6" +/- VARIES 13'-0" TO 15'-0" +/- 11'-0" +/LEFT TURN LANE

LANE LANE

EXISTING ASPHALT

EXISTING P.C.C.P.

3" MILL EXISTING MEDIAN 3" MILL

RIGHT-OF-WAY VARIES 85'-0" TO 110'-0" CONSIDERED APPROXIMATE ONLY. BY THE ENGINEER. STATIONING SHOWN SHOULD BE CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICAL SECTIONS ARE INTENDED TO

E X R / W B CONST. BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

L TYPICAL 6-LANE SECTION - WOODSON ROAD

RIGHT-OF-WAY 50'-0" NTS 2

VARIES VARIES

CURB EXISTING CURB EXISTING

5'-0" +/- VARIES

11'-0" +/- 11'-0" +/- 16'-0" +/LANE LANE RIGHT TURN LANE EX. SDWK

E X R / W STA. 16+50.00 TO STA. 17+34.46

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i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

R E S U R F A C I N G W O O D S O N R O A D

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E. BURKART

STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

FEDERAL PROJECT NO. OF

( S H E E T 1 O F 5 ) T Y P I C A L S E C T I O N S 2

AR-1828 33

S. SABO

4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

NOTE:

12'-0" +/-

RIGHT-OF-WAY 80'-0" LEFT TURN LANE

LANE LANE EX. SDWK

E X R / W B CONST. 12'-0" +/BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

5'-0" +/VARIES VARIES

E X R / W 12'-0" +/- 12'-0" +/LANE EXISTING P.C.C.P.

LANE

L TYPICAL 5-LANE SECTION - WOODSON ROAD

12'-0" +/EX. SDWK

VARIES 5'-0" +/4'-0" TO VARIES EXISTING AGGREGATE

NTS 3

STA. 21+00.00 TO STA. 27+70.00 VARIES CONSIDERED APPROXIMATE ONLY. BY THE ENGINEER. STATIONING SHOWN SHOULD BE CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICAL SECTIONS ARE INTENDED TO

5'-6" BIKE LANE

LANE EX. SDWK

RIGHT-OF-WAY 80'-0" LEFT TURN LANE

4'-0" +/VARIES VARIES

E X R / W B CONST. BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

6'-6"

L TYPICAL 3-LANE SECTION - WOODSON ROAD

CURB EXISTING CURB EXISTING

E X R / W 12'-0" +/- 12'-0" +/LANE EXISTING P.C.C.P.

VARIES 5'-0" +/4'-0" TO VARIES EXISTING AGGREGATE

12'-0" +/EX. SDWK

6'-6" 5'-6" BIKE LANE

TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND NTS 4

TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND STA. 27+70.00 TO STA. 44+85.00

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i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

R E S U R F A C I N G W O O D S O N R O A D

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E. BURKART

STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

FEDERAL PROJECT NO. OF

( S H E E T 2 O F 5 ) T Y P I C A L S E C T I O N S 3

AR-1828 33

S. SABO

NOTE:

2'6" +/0'-0" TO VARIES 5'-0" +/4'-0" TO VARIES EX. SDWK

EX. SDWK

RIGHT-OF-WAY 80'-0" LEFT TURN LANE

E X R / W B CONST. BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

E X R / W 17'-0" +/- 17'-0" +/LANE EXISTING P.C.C.P.

12'-0" +/EXISTING AGGREGATE

L TYPICAL 3-LANE SECTION - WOODSON ROAD

LANE VARIES VARIES

NTS 5

E X R / W 17'-0" +/- 17'-0" +/LANE LEFT TURN LANE

4'-0" +/VARIES VARIES

CURB EXISTING CURB EXISTING

E X R / W B CONST. BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

LANE EX. SDWK

EXISTING ASPHALT 3" MILL

L TYPICAL 3-LANE SECTION - WOODSON ROAD

5'-0" +/4'-0" TO VARIES 2'-0" +/0'-0" TO VARIES CONSIDERED APPROXIMATE ONLY. BY THE ENGINEER. STATIONING SHOWN SHOULD BE CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICAL SECTIONS ARE INTENDED TO

TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND STA. 44+85.00 TO STA. 51+25.00 NTS 6

12'-0" +/EX. SDWK EXISTING P.C.C.P. STA. 51+25.00 TO STA. 52+12.27

6'-0" +/VARIES

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RIGHT-OF-WAY VARIES 70'-0" TO 80'-0" ( S H E E T 3 O F 5 )

R E S U R F A C I N G W O O D S O N R O A D

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E. BURKART

STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

FEDERAL PROJECT NO. OF

T Y P I C A L S E C T I O N S 4

AR-1828 33

S. SABO

NOTE:

E X R / W B CONST. E X R / W 14'-0" +/LEFT TURN LANE

VARIES 2' MIN.

L LANE VARIES

N E W

SHOULDER MILL AND OVERLAY FULL DEPTH RECONSTRUCTION (DETAIL "E") WIDTH VARIES (DETAIL "E")

VARIES 12' MIN. 6'-0" VARIES VARIES VARIES

RIGHT TURN LANE

R / W CURB 8" INTEGRAL SAWCUT 9" CONCRETE PAVEMENT

12'-0" +/SIDEWALK TYPICAL SECTION - BROWN ROAD

RECONSTRUCTION FULL DEPTH BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE LIMITS OF FULL DEPTH RECONSTRUCTION) (SEE INTERSECTION DETAIL SHEET FOR

3" MILL EXISTING AGGREGATE

NTS 7

EXISTING ASPHALT

R E S U R F A C I N G W O O D S O N R O A D CONSIDERED APPROXIMATE ONLY. BY THE ENGINEER. STATIONING SHOWN SHOULD BE CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICAL SECTIONS ARE INTENDED TO

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RIGHT-OF-WAY 60'-0" STA. 98+47.00 TO STA. 99+88.00 ( S H E E T 4 O F 5 ) Z. SMITH

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STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

FEDERAL PROJECT NO. OF

T Y P I C A L S E C T I O N S 5

AR-1828 33

Z. SMITH

WOODSON ROAD

INVESTIGATIVE CORE DRILLING REPORT

TYPE C BITUMINOUS PAVEMENT (5.9") ON TYPE X BITUMINOUS

PAVEMENT (3.8") ON TYPE C BITUMINOUS PAVEMENT (1.9") ON PCCP

(COARSE MERMAMEC, PARTIALLY DETERIORATED (6.2") ON SOIL BASE

ROAD C/L, 20' EAST OF ROADWAY C/L

WOODSON ROAD, SOUTHBOUND OUTER (8.0") ON SOIL BASE (HELD WATER); TOTAL THICKNESS: 11.2". TYPE C BITUMINOUS PAVEMENT (3.2") ON (VERY COARSE) PCCP

TRAFFIC LANE, 110' NORTH OF PAGE

AVENUE C/L, 45' WEST OF ROADWAY C/L

3 AVENUE C/L, 25' EAST OF ROADWAY C/L TRAFFIC LANE, 50' SOUTH OF TRENTON WOODSON ROAD, NORTHBOUND OUTER HOLD WATER); TOTAL THICKNESS: 8.4".

PCCP (COARSE) (8.4") ON COARSE AGGREGATE BASED (DID NOT

MILLING LIMITS MAX 2" PAVEMENT MILLNG

TYPE

PCCP

25' WEST OF ROADWAY C/L LANE, 38' NORTH OF RAILROAD BRIDGE WOODSON ROAD, SOUTHBOUND TRAFFIC WATER); TOTAL THICKNESS: 8.6". PCCP (W/STEEL) (8.6") ON COARSE AGGREGATE BASE (DID NOT HOLD 5 C/L, 20' EAST OF ROADWAY C/L LANE, 54' SOUTH OF PICKERING DRIVE WOODSON ROAD, NORTHBOUND TRAFFIC TOTAL

PCCP (COARSE, W/FINE MERAMEC AGGR.) (8.4") ON COARSE

C/L WOODSON

BRIDGE NORTH WALL), 7' WEST (APPROXIMATELY 10' NORTH OF I-170 LANE, 55' SOUTH OF PENNELL DRIVE

HIGHWAY

PCCP (COARSE) (8.7") ON COARSE AGGREGATE BASE (HELD WATER);

TYPE C BITUMINOUS PAVEMENT (3.1") ON TYPE D BITUMINOUS

WOODSON ROAD, SOUTHBOUND TRAFFIC

LANE, 26' SOUTH OF KEMPLAND PLACE

C/L, 13' WEST OF ROADWAY C/L

PAVEMENT (2.6") ON TYPE C BITUMINOUS PAVEMENT (1.9") ON PCCP

15.2". (MERAMEC) (8.0") ON SOIL BASE (HELD WATER); TOTAL THICKNESS:

h b i f t h DESCRIPTION LOCATION CORE NO. 1 2 SAWCUT SAWCUT (NON-REINFORCED) 9" CONCRETE BASE REPAIR 4" TYPE 5 AGGREGATE

SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE SODDING REPLACED WITH TO BE REMOVED AND EXISTING PAVEMENT SIDEWALK PROPOSED

SURFACING AND TEXTURING

1.75"

EXISTING GROUND TURF GRASS 4" PERFORATED PVC PIPE GRANULAR BACKFILL AND OVERLAP AROUND GRANULAR BACKFILL WRAP GEOTEXTILE FABRIC UNDERDRAIN DETAIL "D" 6 2 1 8 9" 9" 18" CURB 8" INTEGRAL 9" CONCRETE PAVEMENT EXISTING P.C.C.P. SAWCUT FULL DEPTH PAVEMENT WITH INTEGRAL CURB DETAIL "E" 25' AGGREGATE BASE EXISTING VERTICAL CURB EXISTING 6" EXISTING GROUND SIDEWALK PROPOSED MIXTURE SP125 (PG 70-22)CLP

TRANSITION) DETAIL "C" T H I C K N E S S O V E R L A Y ( 3 ) PAVEMENT EXISTING EXISTING P.C.C.P. EXISTING AGGREGATE EX. 6" INTEGRAL

MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE FULL DEPTH PAVEMENT REPAIR

DETAIL "B"

d I y t t h DESIGNED:

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R E S U R F A C I N G W O O D S O N R O A D

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E. BURKART

STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

t o b e FEDERAL PROJECT NO. OF

( S H E E T 5 O F 5 ) T Y P I C A L S E C T I O N S 6

AR-1828 33

S. SABO

5' 4' VARIES 5.5' 7'4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j

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y p t f t h l i g

TRAFFIC LANE, 75' SOUTH OF BROWN

WOODSON ROAD, NORTHBOUND OUTER (HELD WATER; TOTAL THICKNESS: 17.8".

AGGREGATE

4 C/L,

THICKNESS: 11.5".

(10.7")

ON COARSE AGGREGATE BASE (DID NOT HOLD WATER);

D BITUMINOUS PAVEMENT (0.8") ON (PARTIALLY DETERIORATED) 6 OF ROADWAY C/L

ROAD, SOUTHBOUND TRAFFIC

BASE (HELD WATER); TOTAL THICKNESS: 8.4".

7 OF ROADWAY C/L

RAILROAD BRIDGE NORTH WALL), 18' EAST DRIVE C/L (APPROXIMATELY 5' FROM TRAFFIC LANE, 65' SOUTH OF DOCUMENT

WOODSON ROAD, NORTHBOUND OUTER TOTAL THICKNESS: 8.7".

PAVEMENT

(DEPTH

TRANSITION) DETAIL "A" TRAVELED WAY BUTT JOINT (25 FT.

CURB

Element Point Station Northing Easting Radius Length / Delta Rotation Type Theta Direction AligmentName: Woodson Tangent POB R110+00.00 33232.97 29894.39 Tangent PC R125+79.13 31670.63 30124.09 Arc PC R125+79.13 31670.63 30124.09 Arc PI R127+56.46 31495.19 30149.88 573.69 343.97 34°21'10" Left Arc CC 31754.08 30691.68 Arc PT R129+23.10 31364.90 30270.18 Tangent PT R129+23.10 31364.90 30270.18 Tangent PC R144+27.43 30259.64 31290.68 Arc PC R144+27.43 30259.64 31290.68 Arc PI R146+51.49 30095.02 31442.67 573.69 427.21 42°40'00" Right Arc CC 29870.47 30869.18 Arc PT R1 48+54.64 29870.97 31442.87 Tangent PT R1 48+54.64 29870.97 31442.87 Tangent POE R158+54.50 28871.12 31443.74 AligmentName: Brown Linear POB 98+25.00R1 32933.57 30088.81 Linear PC 98+85.71R1 32883.37 30054.66 Circular PC 98+85.71R1 32883.37 30054.66 Circular PI 99+17.35R1 32857.21 30036.87 72.00 59.62 47°26'37" Right Circular CC 32923.87 29995.13 Circular PT 99+45.33R1 32852.63 30005.56 Linear PT 99+45.33R1 32852.63 30005.56 Linear POE 100+00.00R1 32844.71 29951.47

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i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

R E S U R F A C I N G W O O D S O N R O A D

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E. BURKART

STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

FEDERAL PROJECT NO. OF

( S H E E T 1 O F 1 ) A L I G N M E N T I N F O R M A T I O N 7

AR-1828 33

S. SABO

NOTES:

STANDARD CONSTRUCTION:

INSPECTION, SHALL CONFORM TO THE METROPOLITAN ST. LOUIS SEWER DISTRICT, STANDARD CONSTRUCTION SPECIFICATIONS FOR ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES TO BE DEDICATED TO MSD, OR TO BE PRIVATE UNDER MSD

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:

PART 2 - MATERIALS OF CONSTRUCTION

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":

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."

PART 4 - PIPE SEWER CONSTRUCTION

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.

STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE:

PROJECT DISTURBANCE = 0.55 ACRES

PROJECT RUNOFF DIFFERENTIAL = N/A

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

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R E S U R F A C I N G W O O D S O N R O A D

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M S D N O T E S

E. BURKART

STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

FEDERAL PROJECT NO. OF

( S H E E T 1 O F 1 ) 8

AR-1828 33

S. SABO

i f t h t t h

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SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC MILLING, 7 FT. WIDE DEPTH TRANSITION TRANSITION 25 FT. MILLING DEPTH TRANSITION MILLING DEPTH TRANSITION PAVEMENT OR REPAIR PROPOSED FULL DEPTH SIDEWALK OR PAVEMENT PROPOSED CONCRETE T.S.C.L. (SAWCUT) STA. 18+74.27 BEGIN EXCEPTION 10

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I DESIGNED: R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N FEDERAL PROJECT NO. OF Plat Book 361 Page 221 Quik Trip #665 SURV EY RECO RD BO O K 6 PAGE 54 PARTITIO N O F THE W ALTO N ESTATE SHO W N AS CO O K AV ENUE 60 W I DE I N THE ROAD PLAT BOOK E PAGE 66 ESTABLISHED JULY 10 1878 COOK AV ENUE EXTENSION 80 W IDE AND PAGEWOOD PLAT BOOK 21 PAGE 46 LEONDALE TERRACE PLAT BOOK 24 PAGE 1 WOODSON ROAD 50' WIDE BY DECREE BOOK 1049 PAGE 105 RELOCATION AND WIDENING TO 80' WIDE CITY PLAT BOOK 7 PAGE 62 PER SUBDIVISION OF THE CLIFTON G. BAILEY FARM WOODSON ROAD 30' WIDE Plat Book 339 Page 56 Overland Plaza LIB E R TY A V E WOODSON ROAD WOODSON ROAD P A G E A V EN U E P A G E A V E N U E Lot 2 Lot 1 Lot 12 Lot 2 Lot 1 Lot 2 Lot 3 Lot 9 Lot 8 Lot 7 Lot 10 Lot 11 Lot 12 EXIST. ROW EXIST. ROW EXIST RO W EXIST. RO W EXIST ROW EXIST. ROW EXIST. ROW EXIST RO W Ì Ì Ì Ì Ì Ì Ì Ì Ì ELEC ESM T BK 4631 PG 190 ELEC ESM 'T BK 21331 PG 731 5' MSD ESM'T. BK 9161 PG 1958 BK 10814 PG 1 BK 10630 PG 1051 & BK 8598 PG 2382 & BK 6667 PG 1584 & INGRESS/EGRESS ESM'T. BK 8825 PG 1872 10'GAS ESM'T BK 5641 PG 67 10 SEW ER ESM 'T 17'SEWER ESM'T.BK 4530 PG 251 BK 17601 PG 4725 SEW ER ESM T 5 ESM 'T PB 22 PG 29 SEWER & DRAIN ESMT BK 7488 PG 1373 SEWER & DRAIN ESM'T BK 6619 PG 2200 PULLBOX FIBER OPTIC PULLBOX FIBER OPTIC PULLBOX FIBER OPTIC PULLBOX MODOT PULLBOX MODOT PULLBOX MODOT PULLBOX MODOT PULLBOX MODOT UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE METER ELECTRIC UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE GUY WIRE GUY WIRE PULLBOX ELECRTIC ALUMINUM FENCE LIGHT GAS VALVE GAS VALVE GAS VALVE LANDSCAPE AREA LANDSCAPE AREA 10" TREE 8" TREE ASPHALT ROAD AS H A T O A ASPHALT ROAD ASPHALT ROAD ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONCRETE CONCRETE DRIVE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB ASPHALT CURB COCNRETE CURB COCNRETE CURB CONCRETE ROAD CONCRETE CONCRETE CURB CONCRETE CURB GRATED TRENCH CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE CURB MANHOLE TELEPHONE MANHOLE TELEPHONE MANHOLE TELEPHONE PEDESTAL TELEPHONE WATER VALVE SPRINKLER SPRINKLER FIRE HYDRANT WATER METER WATER METER PULLBOX TRAFFIC PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL PEDESTRIAN SIGNAL PEDESTRIAN CONCRETE WALK SIGNAL PEDESTRIAN SIGNAL PEDESTRIAN SIGNAL PEDESTRIAN T T T T CO NCRETE W ALK CONCRETE WALK 16L2-031D GRATE INLET 16L2-030D GRATE INLET 16L2-060D GRATE INLET 16L2-033D GRATE INLET 16L2-032D GRATE INLET 16L2-055D CURB INLET 16L2-031D MANHOLE 16L2-009S MANHOLE 16L2-177D MANHOLE 16L2-008S MANHOLE NO MSD ID GRATE INLET 16L2-113S MANHOLE VCP 20 VCP 20" VCP 20 VCP 8 VCP " 8 VCP 15 VCP 15 VCP 15" VCP 15 RCP P C R RCP RCP 18" RCP RCP RCP 21" RCP 21 RCP 21" RCP 12 18+00 19+00 20+00 21+00 22+00 23+00 (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.A.) (A.T.G.) (U.I.P.) (U.I.P.) (A.T.G.B.O.) 13 RAMP 14 RAMP 15 RAMP (U.I.P.) (U.I.P.) (T.B.R.&R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (A.T.G.) (A.T.G.) (A.T.G.) (A.T.G.) (A.T.G.) (U.I.P.) (U.I.P.) 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N M A T C H L I N E S T A 2 3 + 0 0 0 0 M A T C H L I N E S T A 1 7 + 5 0 0 0 AR-1828 16K, 16L S. SABO E. BURKART ( S H E E T 2 O F 8 ) P L A N S H E E T R E S U R F A C I N G W O O D S O N R O A D STP-9901(660) 7124F-22 J. DOHRMANN 33 (SAWCUT) STA. 19+67.17 END EXCEPTION T.S.C.L. P.S.E.

LOC # 16L640224 Book 17567 Page 1368 1800 WOODSON RD 1800 WOODSON L L C N/F LOC # 16L641577 Book 17824 Page 3379 9403 PAGE AVE WALLIS PETROLEUM L C N/F LOC # 16L641566 Book 20316 Page 3442 9404 PAGE AVE QUIKTRIP CORPORATION N/F LOC # 16L641489 Book 10908 Page 324 9390 PAGE AVE OVERLAND INC N/F LOC # 16L641544 Book 16583 Page 972 1753 WOODSON RD SPIRIT SPE PORTFOLIO 2004 6 L L C N/F4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j

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LEGEND

ST. LOUIS SOUTHW ESTERN RAILROAD

f t h t t h

LEGEND

LOC # OL0610004 Book 7289 Page 1114 ST LOUIS SOUTHWESTERN RR N/F LOC # OL0610004 Book 7289 Page 1114 ST LOUIS SOUTHWESTERN RR N/F LOC # 16L610294 Book 2929 Page 23 1655 WOODSON RD UNITED STATES OF AMERICA N/F LOC # 16K410062 Book 19760 Page 1997 1640 WOODSON RD LIONMARKCONSTRUCTIONCOMPANIESLLC N/F4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d f y p t f t h l i g i d d b d i s e s e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f l l t h h by d i l i y l i i d h i h d I y y d o c u m e n t s i n t e n d e d t o b e I h b i

DESIGNED: R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N FEDERAL PROJECT NO. OF Ordinance 201Book2412 Page 318 Vacated by City ofOverland WOODSON ROAD 30'WIDE WOODSON ROAD ST. LOUIS SOUTHW ESTERN RAILROAD

EXIST ROW EXIST ROW Ì Ì Ì Ì Ì Ì PB 121 PG 52 BK 6195 PG 371 30 'RO ADW A ESM T BK 1167 PG 39 NO DEFINED WIDTH ALONG RAILROAD RIGHT OF WAY ELEC. TRANSMISSION LINE ESM 'T. BK 6795 PG 1432 10'GAS LINE ESM 'T. 10'ELEC. ESM 'T. BK 4276 PG 135 15'ELEC ESM 'T BK 6570 PG 1426 BK 1167 PG 39 & BK 6229 PG 403 UNDEFINED ELEC ESM 'T. ALONG RAILROAD PULLBOX FIBER OPTIC PULLBOX FIBER OPTIC UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE GUY WIRE GUY WIRE GUY WIRE GUARDRAIL GUARDRAIL GUARDRAIL GUARDRAIL FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK BRUSH LINE BRUSH LINE BRUSH LINE BRUSH LINE BRUSH LINE 14 TREE 12" TREE 10" TREE 20" TREE ASPHALT ROAD ASPHALT ASPHALT DRIVE ASPHALT ASPHALT CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE PILLAR CONCRETE PILLAR CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CONCRETE CURB CONCRETE CURB CONCRETE CONCRETE ROAD CONCRETE ROAD CONCRETE ROAD GAS VALVE CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC CONCRETE PULLBOX TRAFFIC PULLBOX TRAFFIC T T FIBER OPTIC SIGN CONCRETE 16L2-006D CURB INLET 16L2-018D CURB INLET TRIPLE 16L2-019D CURB INLET DOUBLE 16L2-005D CURB INLET 16L2-017D CURB INLET DOUBLE 16L2-004D CURB INLET 16L2-016D CURB INLET DOUBLE 16L2-015D CURB INLET DOUBLE 16L2-014D CURB INLET DOUBLE 16L2-003D CURB INLET 16L2-002D CURB INLET 16L2-004S MANHOLE 16L2-008D MANHOLE 16L2-007D MANHOLE 16L2-002S MANHOLE 16L2-007S MANHOLE VCP 21 VCP 21 VCP 8 VCP 8 VCP " 8 VCP 21 RCP 27" RCP 36" RCP 36" RCP 18" RCP 15 P C 5 1 P C R 2 1 RCP 15 RCP 15 RCP 12" RCP 12 RCP 12 POLE UTILITY RCP 36" 28+00 29+00 P T S T A 2 9 + 2 3 1 0 30+00 31+00 32+00 33+00 (U.I.P.) (UIP) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (A.T.G) (A.T.G.) (A.T.G.) (A.T.G.) (UIP) (UIP) (U.I.P.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) 24 RAMP 25 RAMP (T.B.R.) (T.B.R.&R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.&R.) (UIP) (T.B.R.&R.) (U.I.P.) STONES AND A.T.G.) (REPLACE INLET 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N M A T C H L I N E S T A 3 3 + 5 0 0 0 M ATC HLINE STA 28 + 00 00 T.S.C.L. AR-1828 16K, 16L S. SABO E. BURKART ( S H E E T 4 O F 8 ) P L A N S H E E T R E S U R F A C I N G W O O D S O N R O A D STP-9901(660) 7124F-22 J. DOHRMANN 33 12 SAWCUT STA. 32+64.62 BEGIN CURB STOP PAD CONCRETE BUS END TERMINAL CRASHWORTHY TYPE C END TERMINAL CRASHWORTHY TYPE C (T.B.R.)

SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC MILLING, 7 FT. WIDE DEPTH TRANSITION MILLING DEPTH TRANSITION MILLING DEPTH TRANSITION PAVEMENT OR REPAIR PROPOSED FULL DEPTH SIDEWALK OR PAVEMENT PROPOSED CONCRETE BARRIER NEW CONCRETE BARRIER NEW CONCRETE TRANSITION 25 FT. TRANSITION 25 FT. MILLING DEPTH TRANSITION TRANSITION 25 FT. TRANSITION 25 FT. (SEE DETAIL) UNDERDRAIN (SEE DETAIL) UNDERDRAIN (SEE DETAIL) UNDERDRAIN T.S.C.L. STA. 33+20.45 END CURB STOP PAD CONCRETE BUS TAPER 8:1 TAPER 8:1 MILLING TRANSITION DEPTH (SAWCUT) STA. 28+82.30 RT PAVEMENT REPAIR BEGIN FULL DEPTH (SAWCUT) STA. 29+36.89 RT PAVEMENT REPAIR END FULL DEPTH (SAWCUT) STA. 29+03.86 LT PAVEMENT REPAIR BEGIN FULL DEPTH (SAWCUT) STA. 29+57.70 LT PAVEMENT REPAIR END FULL DEPTH

HARNEY ROAD

SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC MILLING, 7 FT. WIDE DEPTH TRANSITION MILLING DEPTH TRANSITION MILLING DEPTH TRANSITION PAVEMENT OR REPAIR PROPOSED FULL DEPTH SIDEWALK OR PAVEMENT PROPOSED CONCRETE WOODSON ROAD PARK

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FORMERLY WOODSON ROAD 30'WIDE EXIST. ROW EXIST. ROW EXIST. ROW EXIST. ROW EXIST. ROW Ì PULLBOX FIBER OPTIC UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK LANDSCAPE AREA 32" TREE 10" TREE 14" TREE ASPHALT ROAD ASPHALT ASPHALT DRIVE ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE ROAD CONCRETE ROAD CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK MANHOLE TELEPHONE WATER VALVE WATER VALVE WATER VALVE FIRE HYDRANT WATER METER WATER METER FIRE HYDRANT WATER METER PULLBOX TRAFFIC PULLBOX TRAFFIC T 16K1-011D CURB INLET DOUBLE 16K1-012D CURB INLET DOUBLE 16K1-016D CURB INLET 16K1-013D CURB INLET DOUBLE 16K1-014D CURB INLET DOUBLE 16K1-015D CURB INLET DOUBLE 16K4-002D AREA INLET 16K4-001D CURB INLET DOUBLE 16K4-003D CURB INLET 16K1-001S MANHOLE 16K1-049S MANHOLE 16K1-002S MANHOLE VCP 21 VCP 21 VCP 21 VCP 12" VCP 12" RCP 12 RCP 12 RCP 15 RCP 15 RCP 18 RCP 18" RCP 18 P C R 2 1 P C R 2 1 34+00 35+00 36+00 37+00 38+00 (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (A.T.G.) (A.T.G.) (A.T.G.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) 26 RAMP 27 RAMP (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' M A T C H L I N E S T A 3 8 + 5 0 0 0 M A T C H L I N E S T A 3 3 + 5 0 0 0 T.S.C.L. AR-1828 16K, 16L S. SABO E. BURKART ( S H E E T 5 O F 8 ) P L A N S H E E T R E S U R F A C I N G W O O D S O N R O A D STP-9901(660) 7124F-22 J. DOHRMANN 33 13 T.S.C.L. SAWCUT STA. 34+15.12 END CURB STA. 33+61.94 BEGIN CURB T.S.C.L. P.S.E.

d d

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h FEDERAL PROJECT NO. OF

LOC # 16L340504 Book 6601 Page 2490 1625 WOODSON RD OVERLAND CITY OF N/F LOC # 16L340573 Book 17028 Page 2102 1601 WOODSON RD KO DON S TRUSTEE ETAL N/F LOC # 16K410062 Book 19760 Page 1997 1640 WOODSON RD LIONMARK CONSTRUCTION COMPANIES LLC N/F4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

WOODSON ROAD

LEGEND

i f t h t t h 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

(SAWCUT) STA. 45+14.62 BEGIN FULL DEPTH PAVEMENT REPAIR

STA. 44+81.75 EXCEPTION END BRIDGE

(SAWCUT) STA. 47+06.02 PAVEMENT REPAIR END FULL DEPTH

NEW FENCE

R N MATCHLINE STA .44+00 .00 MATCHLINE STA. 49+50.00

MILLING TRANSITION DEPTH P EN N ELL D R IV E

T.S.C.L.

LOCATION STRUCTURE (FT) ELEVATION (FT) CLEARANCE NB NORTHERN ROAD 551.05 15.59 BEAM 566.64 CTR NORTHERN ROAD 550.52 16.48 BEAM 567.00 SB NORTHERN ROAD 550.14 17.19 BEAM 567.33 NB CENTRAL ROAD 551.24 15.40 BEAM 566.64 CTR CENTRAL ROAD 550.85 16.09 BEAM 566.94 SB CENTRAL ROAD 550.52 16.78 BEAM 567.30 NB SOUTHERN ROAD 551.83 15.46 BEAM 567.29 CTR SOUTHERN ROAD 551.45 16.11 BEAM 567.56 SB SOUTHERN ROAD 551.13 16.80 BEAM 567.93

NEW GUARDRAIL LEGEND SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC MILLING, 7 FT. WIDE DEPTH TRANSITION

TRANSITION 25 FT. PAVEMENT OR REPAIR PROPOSED FULL DEPTH SIDEWALK OR PAVEMENT PROPOSED CONCRETE

MILLING TRANSITION DEPTH

d I y DESIGNED:

h i h

y l i i d

by d i l i

l l t h h

y d o c u m e n t s i n t e n d e d t o b e I h E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

i s

e s

AR-1828 16K, 16L S. SABO

b d

d d

y p t f t h l i g

( S H E E T 7 O F 8 ) P L A N S H E E T R E S U R F A C I N G W O O D S O N R O A D

E. BURKART

STP-9901(660) 7124F-22 J. DOHRMANN 33 15

b FEDERAL PROJECT NO. OF

LOC # 16L340614 Book 22274 Page 2316 1525 WOODSON RD ST LOUIS INDUSTRIAL BUILDING LLC N/F LOC # 16K130302 Book 22920 Page 816 1504 WOODSON RD OUTFRONT MEDIA LLC N/F LOC # 16K130623 Book 21020 Page 1011 1540 WOODSON RD SOVRAN ACQUISITION LIMITED PARTNERSHIP N/F BK 6508 PG 1319 STATE OF MISSOURI Book 6317 Page 2134 ST LOUIS COUNTY N/F BK6508PG1319 STATEOFMISSOURI Book6128Page252 STLOUISCOUNTY N/F Stat e f M i s ouriDe d Book 19760 Page 2012 N rth l i ne f I-170 " 0 5 North f F nce WOODSON ROAD IN TE R STA TE 170 IN TERSTA TE 170 IN TE R STA TE 170 IN TE R STA TE 170 Plat Book 360 Page 357 Charles H. Gier's Estate Boundary Adjustment EXIST ROW EXIST ROW Ì Ì BK 14016 PG 383 10'SEWER ESM'T Bk17638 Pg487 ST LOUIS COUNTY PRIMUSSE BK 6508 PG 1319 STATE O F M I SSO URIDRAINAG ESM 'T B 6317 PG 2137 ST LO UI S C O UNTY DRAINAG E ESM T KB 37591 GP 025 W RETA EPIP T'MSE KB 31591 GP 7003 01 CELE MSE T B K 1 1 5 7 P 9 1 7 1 5 S E W E E S M 6575/679 PERM DRAINAGE ESM T IN A L RA ILROA D PULLBOX FIBER OPTIC UTILITY POLE UTILITY POLE ELECTRIC METER GUY WIRE FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK GUARDRAIL GUARDRAIL GUARDRAIL GUARDRAIL FENCE CHAIN LINK FENCE CHAIN LINK GAS VALVE GAS SIGN BRUSH LINE ASPHALT ROAD CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE ROAD CONCRETE ROAD CONCRETE CURB CONCRETE CURB CONCRETE CONCRETE CURB CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK MANHOLE TELEPHONE CONCRETE WALL CONCRETE WALL CONCRETE WALL CONCRETE WALL WATER VALVE WATER VALVE WATER VALVE FIRE HYDRANT PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL PULLBOX TRAFFIC TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL PEDESTRIAN SIGNAL T CONCRETE CONCRETE CONCRETE CONCRETE FIBER OPTIC SIGN CONCRETE CURB ROCK FIBER OPTIC SIGN 16K4-191D CURB INLET DOUBLE 16K4-192D CURB INLET DOUBLE 16K4-193D INLET AREA 16K4-196D CURB INLET TRIPLE 16K4-195D GRATE INLET 16K4-198D CURB INLET DOUBLE NO MSD ID MANHOLE 16K4-124S MANHOLE 16K4-133S MANHOLE NO MSD ID MANHOLE 16K4-118S MANHOLE WALK CONCRETE VALVE GAS GUY WIRE 42"VCP P C V 2 4 8"VCP 8"VCP 8"VCP VCP 8 8"VCP RCP 96 RCP 96 RCP 24" RCP 42" RCP 12" RCP 42" RCP " 12 RCP 18 RCP 24" RCP 24 RCP 24" RCP 24" RCP 12" NORTHERN NB NORTHERN CTR NORTHERN SB CENTRAL NB CENTRAL SB CENTRAL CTR SOUTHERN NB SOUTHERN CTR SOUTHERN SB 44+00 PC STA 44+27 .43 45+00 46+00 47+00 48+00 (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (TB.R.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (UI.P) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) 28 RAMP 29 RAMP (T.B.R.&R.) (T.B.R&R.) (T.B.R.&R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.&R) 28A RAMP 30 RAMP 31 RAMP (T.B.R.&R.B.O.) (T.B.R.)4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

j t d f

0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

P.S.E.

STOP PAD CONCRETE BUS

SAWCUT T.S.C.L.

N M A T C H L I N E S T A 4 8 + 5 0 0 0

MILLING DEPTH TRANSITION TRANSITION 25 FT. MILLING DEPTH TRANSITION

MILLING DEPTH TRANSITION MILLING DEPTH TRANSITION

TRANSITION 25 FT.

(SAWCUT) STA. 49+63.45 BEGIN FULL DEPTH PAVEMENT REPAIR (SAWCUT) STA. 49+91.22 END FULL DEPTH PAVEMENT REPAIR

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

(SAWCUT) END PROJECT STA. 52+12.27 WITHIN T.S.C.L. CLEAR AND GRUB

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

DOCUMENT DR

TRANSITION 25 FT. PAVEMENT OR REPAIR PROPOSED FULL DEPTH SIDEWALK OR PAVEMENT PROPOSED CONCRETE

d I y I h

i f t h t t h DESIGNED:

y d o c u m e n t s i n t e n d e d t o b e b

h i h

RAILROAD AND TERMINAL S. SABO

y l i i d

by d i l i

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

AR-1828 16K, 16L ( S H E E T 8 O F 8 ) P L A N S H E E T R E S U R F A C I N G W O O D S O N R O A D

l l t h h

i s

e s

b d

ST .LOUIS BELTFORMERLY E. BURKART J. DOHRMANN

STP-9901(660) 7124F-22 33 16

d d

y p t f t h l i g

FEDERAL PROJECT NO. OF

LOC # 16K130386 Book 12245 Page 74 1507 WOODSON RD COLCOR PROPERTIES LC N/F LOC # 16K141641 Book 13245 Page 1568 1470 WOODSON RD OF THE MO-IL DISTRICT BI STATE DEVELOPMENT AGENCY N/F LOC # 16K141650 Book 13245 Page 1568 1480 WOODSON RD OF THE MO-IL DISTRICT BI STATE DEVELOPMENT AGENCY N/F LOC # 16K110993 Book 13245 Page 1568 1485 WOODSON RD OF THE MO-IL DISTRICT BI STATE DEVELOPMENT AGENCY N/F LOC # 16L320906 Book 13245 Page 1568 8695 OLIVE BLVD OF THE MO-IL DISTRICT BI STATE DEVELOPMENT AGENCY N/F LOC # 16K110805 Book 20263 Page 1635 1455 WOODSON RD WGST LLC N/F LOC # 16K130034 Book 21815 Page 783 8537 KEMPLAND PL FRANKLIN ALVIN V II ETAL N/F LOC#16K130056 8Book22595Page313 M533KEMPLANDPL OTLEYBEVERLY N/F LOC # 16K110832 Book 22224 Page 3381 1452 WOODSON RD MO IRVING INVESTMENT ST LOUIS LLC N/F KEMPLAND PL . Plat Book 21 Page 1 Block 12 Darstdale Lot1 Lot2 Lot3 Lot4 Lot5 Lot6 Lot 15 Lot 16 Lot 17 Lot 18 Lot 19 Lot 20 Lot 21 Lot 14 Plat Book 21 Page 1 Block 10 Darstdale WOODSON ROAD CITYOF OVERLAND CITYOF UNIVERSITYCITY EXIST. ROW EXIST. ROW EXIST .ROW EXIST .ROW EXIST. ROW Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì Ì 5'ESM'T. 5'ESM'T. BK 3595 PG 337 & BK 3779 PG 617 40'ROADWAY & UTILITY ESM'T. DOCUMENT DRIVE (PRIVATE) B K 5 4 8 9 P G 7 5 PULLBOX FIBER OPTIC UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE GUY WIRE GUY WIRE FENCE CHAIN LINK WOOD FENCE WOOD FENCE LANDSCAPE AREA BRUSH LINE BRUSH LINE BRUSH LINE BRUSH LINE 20" TREE ASPHALT ROAD ASPHALT ROAD ASPHALT ROAD CONCRETE CONCRETE CONCRETE A S P H A L T D R I V E CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB ASPHALT CONCRETE CONCRETE ROAD CLEANOUT C O CN ER E W KLA CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK PEDESTAL TELEPHONE WATER VALVE WATER VALVE WATER VALVE WATER VALVE WATER METER WATER METER PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX FIBER OPTIC GAS VALVE CONCRETE CONCRETE CURB BRIDGE COLUMN BRIDGE COLUMN BRIDGE COLUMN BRIDGE COLUMN 16K4-199D GRATE INLET 16K4-203D CURB INLET 16K4-204D CURB INLET 16K4-202D CURB INLET 16K4-200D CURB INLET TRIPLE 16K4-158D CURB INLET DOUBLE 16K4-102S MANHOLE RCP 24" P C R 1 RCP 12 RCP 24 RCP 24 P C R 4 2 RCP 12 RCP 15" RCP 15" VCP 8 VCP 8" P T S T A 4 8 + 5 4 6 4 49+00 50+00 51+00 52+00 53+00 54+00 (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (U.I.P.) ( U PI ) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) 32 RAMP 33 RAMP 36 RAMP 37 RAMP 38 RAMP 39 RAMP 40 RAMP (T.B.R.&R.) (T.B.R.&R.) (T.B.R.&R.) (T.B.R.&R.) (T.B.R.&R.) 34 RAMP 35 RAMP (U.I.P.) (U.I.P.)4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t

d f

LEGEND SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC MILLING, 7 FT. WIDE DEPTH TRANSITION

STA 98+25. 00

t h

i f t h t

y d o c u m e n t s i n t e n d e d t o b e I h

y l i i d DESIGNED:

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

h i h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

b d

d d

y p t f t h l i g

d I y FEDERAL PROJECT NO. OF

R72.0' 21' 24' 15' 6' 21 ' 2.98' 10' 8.59' 10' N 0 10 20 30 SCALE IN FEET SCALE: 1" = 10' AR-1828 Z. SMITH Z. SMITH CONSTRUCTION LIMITS OF EXIST. ROW 5 7 0 2 8 E F AA CC BB 570.31 570.35 5 7 0 2 8 WOODSON ROAD

EXIST. ROW EXIST.ROW STA. 100+00.00 (BROWN ROAD) STA. 13+92.43 (WOODSON ROAD) = 54.79' LT STA. 13+17.96 WOODSON 53.5' RADIUS (MEDIAN FOC) I J G 6 W C O N C S D W K 6'W.CONC.SDWK. 5 7 0 3 5 5 7 0 0 2 5 69 7 8 5 69 66 569.66 569.94 570.08 570.31 57063 571.06 571.56 572.06 572.43 570.77 5 7 0 3 2 STP-9901(660) 7124F-22 16K, 16L ( S H E E T 1 O F 1 ) B R O W N R O A D R E S U R F A C I N G W O O D S O N R O A D I N T E R S E C T I O N D E T A I L 4. BOC = BACK OF CURB 3. FOC = FACE OF CURB 2. DISTANCES ARE MEASURED RADIALLY. FLOWLINE UNLESS OTHEWISE NOTED. 1. ALL DISTANCES AND ELEVATIONS ALONG WARPING NOTES: 60.58' LT STA. 13+13.97 WOODSON 36.5' RADIUS (FOC) 51.50' RT STA. 98+70.28 BROWN 27.5' RADIUS (FOC) NEW ROW SAWCUT FULL DEPTH SAWCUT FULL DEPTH O P 570.76 571.81 571.51 571.24 571.02 570.82 570.62 570.43 570.26 570.11 569.98 569 87 569 78 5 69 7 5 5 6 9 7 2 EE FF DD 117.00' LT STA. 99+16.83 BROWN 122.0' RADIUS (MEDIAN FOC) 101.0' RADIUS (FOC) 71.50' RT STA. 98+73.10 BROWN 93.0' RADIUS (FOC) 570.15 570.17 570.23 570.06 570.79 570.78 A C e x 5 6 9 6 9 (TYP)

SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC PAVEMENT OR REPAIR PROPOSED FULL DEPTH SIDEWALK OR PAVEMENT PROPOSED CONCRETE WITH SOD PAVEMENT - REPLACE REMOVE EXISTING

BROWN ROAD EXIST.ROW

LEGEND

B 572.74 SAWCUT FULL DEPTH H D K L M N SAWCUT PARTIAL DEPTH SAWCUT FULL DEPTH U Q R S T SAWCUT FULL DEPTH 573.60 ex572.03 ex 572.26 ex 572.54 ex 572.88 ex 573.24 572.99 (TYP) SAWCUT LIMITS POINT A B C D E F G H I J K L M N O P Q R S T U DESCRIPTION SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT FOC - END TAPER FOC - BEGIN TAPER SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT ALIGNMENT BROWN BROWN BROWN BROWN BROWN BROWN BROWN BROWN BROWN BROWN WOODSON WOODSON WOODSON WOODSON WOODSON WOODSON BROWN BROWN WOODSON WOODSON WOODSON STATION 98+47.00 98+47.00 98+47.00 98+36.57 98+93.09 98+93.09 99+33.22 99+40.00 99+40.00 99+35.55 13+83.51 13+55.61 13+55.61 12+97.93 12+97.93 13+17.56 99+51.44 99+48.67 14+42.61 14+40.51 13+97.44 OFFSET 23.0' RT 0.0' 19.5' LT 26.7' LT 0.0' 19.4' LT 20.6' LT 5.3' LT 0.0' 8.4' RT 14.0' LT 14.0' LT 21.3' LT 21.3' LT 22.3' LT 24.3' LT 5.0' LT 8.4' LT 18.4' LT 14.0' LT 14.0' LT ELEVATION (MATCH EX.) 573.21 574.01 573.69 574.72 572.49 572.13 571.34 571.11 571.14 571.14 570.26 570.13 570.04 570.30 570.29 570.74 570.84 570.92 569.90 569.95 570.09 RAISED CONCRETE MEDIAN POINT AA BB CC DD EE FF ALIGNMENT BROWN WOODSON WOODSON BROWN WOODSON WOODSON STATION 99+45.33 13+75.44 13+58.61 99+52.87 14+38.62 14+00.44 OFFSET 18.0' RT 17.0' LT 17.0' LT 8.0' LT 17.0' LT 17.0' LT RADIUS 3.0 2.0 2.0 2.0 2.0 2.0 J. DOHRMANN 33 17 13+00 14+00 15+00 POT

PT STA 99+45.33 99+004/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i

PAVEMENT LAYOUT

STA 98+85. 71

i j

t d f

1 RAMP 2 RAMP 3 RAMP

DIAGONAL, BACK OF CURB TYPE C CURB RAMP S-PAR-2: CUT THROUGH ISLAND ISL-1: CUT THROUGH ISLAND ISL-1: (T.B.R.) (T.B.R.)

EXIST. ROW

60 RCP RCP 15 VCP

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

4 RAMP (T.B.R.&REL.)

(T.B.R.&R.)

EAST Lot 19 UTILITY POLE

NO MSD ID MANHOLE 16L2-0289D MANHOLE 60" RCP

ASPHALT ROAD ASPHALT C O N C ET

15" VCP

DIAGONAL, BACK OF CURB TYPE C CURB RAMP S-PAR-2:

(U.I.P.)

SIGNAL TRAFFIC 16L2-047D CURB INLET

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

UTILITY POLE GAS VALVE ASPHALT ROAD

DETAIL A WOODSON ROAD AND BROWN ROAD NEW ROW WOODSON ROAD

(T.B.R.&R.)

(T.B.R.)

CONCRETE CURB ASPHALT CURB CONCRETE CONCRETE WALK PULLBOX TRAFFIC PULLBOX TRAFFIC

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

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

15 RCP

(T.B.R.&R.)

(T.B.R&R.)

8" VCP 15" VCP

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

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' B ROW N ROA D WOODSON ROAD AND BROWN ROAD

h b i f t h t t h WOODSON ROAD

16L2-024S MANHOLE

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

y l i i d I

h i h DESIGNED:

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

d I y R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

b d

d d

y d o c u m e n t s i n t e n d e d t o b e FEDERAL PROJECT NO. OF

STP-9901(660) 7124F-22 16K, 16L E. BURKART ( S H E E T 1 O F 8 ) R E S U R F A C I N G W O O D S O N R O A D BK 13921 PG 1875 CITY OF OVERLAND PERM. MAINT. ESM'T. AND PAGEWOOD PLAT BOOK 21 PAGE 46 LEONDALE TERRACE PLAT BOOK 24 PAGE 1 WOODSON ROAD 50' WIDE EXIST.ROW CITY OF OVERLAND BK 14045 PG 1185 PERM. MAINT. ESM'T. 33 18 AR-1828 A. SCHUMANN B. KNIGHT C U R B R A M P D E T A I L S4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d f y p

f t h l i g

CONCRETE CONCRETE CURB

CONCRETE CURB

WOODSON ROAD AND BROWN ROAD

DETAIL

WOODSON ROAD

I h b i f t h t t h

y l i i d

h i h DESIGNED:

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

d I y R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

b d

d d

y d o c u m e n t s i n t e n d e d t o b e FEDERAL PROJECT NO. OF

STP-9901(660) 7124F-22 16K, 16L E. BURKART ( S H E E T 2 O F 8 ) R E S U R F A C I N G W O O D S O N R O A D BK 7558 PG 1658 SEWAGE & DRAIN.ESM'T 3 9 9 3 P G 5 2 5 E L E T BK 14045 PG 1162 CITY OF OVERLAND PERM. MAINT. ESM'T. EXIST. RO W BK 1014 PG 14 10 ELEC ESM T SEWAGE & DRAIN ESM'T BK 7558 PG 1660 BK 6351PG 566 SEWER ESM'T. AR-1828 33 19 A. SCHUMANN B. KNIGHT C U R B R A M P D E T A I L S4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d f y p t

f t

h l i g

B WEST

T .S .C .L . P.R.I.M.U.S.S.E. BK 14045 PG 1162 CITY OF OVERLAND PERM. MAINT. ESM'T. EXIST. ROW UTILITY POLE ELECTRIC METER ASPHALT CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE WALK PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL SIGNAL TRAFFIC 16L2-048D AREA INLET VALVE WATER NO MSD ID DOUBLE CURB INLET NO MSD ID MANHOLE 60 RCP 60" RCP 72" RCP (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (A.T.G.) (U.I.P.) (U.I.P.) 5 RAMP SINGLE COMPOUND TYPE B & C CURB RAMP S-COMB-4: 6 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-3: (T.B.R.) (U.I.P.) (A.T.G.) WOODSON ROAD WOODSON ROAD EXIST. ROW N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' M IN E R V A A V E DETAIL C NORTH WOODSON ROAD AND MINERVA AVENUE DETAIL WOODSON ROAD 3678/294 State of Missouri UTILITY POLE LANDSCAPE AREA SHRUB LINE ASPHALT ASPHALT CONCRETE CURB ASPHALT CURB WATER VALVE WATER VALVE FIRE HYDRANT PULLBOX TRAFFIC SIGNAL TRAFFIC COMMERCIAL NO MSD ID CURB INLET 72" RCP 8 VCP (T.B.R.) (T.B.R.) (T.B.R.) (U.I.P.) (T.B.R.) (A.T.G) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (T.B.R.&R.) (T.B.R.&R.) 7 RAMP 8 RAMP 9 RAMP 10 RAMP CUT THROUGH ISLAND ISL-1: CUT THROUGH ISLAND ISL-1: CUT THROUGH ISLAND ISL-1: CUT THROUGH ISLAND ISL-1:

CONCRETE CURB

SOUTH

DETAIL D

VCP 12" RCP (U.I.P.)

WOODSON ROAD AND MINERVA AVENUE P.S.E. UTILITY POLE

16L2-037D CURB INLET

(U.I.P.)

(U.I.P.) 11 RAMP NON DIVERGENT SINGLE COMPOUND, TYPE B CURB RAMP S-COMB-3: (U.I.P.)

PULLBOX ELECRTIC 8" TREE

SPRINKLER SPRINKLER

16L2-0288D GRATE INLET NO MSD ID MANHOLE 15

(U.I.P.) 12 RAMP 13 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-3: SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-2:

(U.I.P.)

R E WOODSON ROAD EXIST. ROW M IN E R V A A V E

WEST

WOODSON ROAD EXIST. ROW DETAIL E

CONCRETE CURB GRATED TRENCH SPRINKLER

(U.I.P.)

RCP

LIGHT LANDSCAPE AREA

WOODSON ROAD AND MOBIL ENTRANCE

(U.I.P.)

DETAIL F

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

8" TREE CONCRETE

Lot 1

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

d I y

(U.I.P.) (UIP)

h i h

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

i s

e s

b d

d d

(T.B.R.&R.) WOODSON ROAD LIB E R TY

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

WOODSON ROAD AND LIBERTY AVENUE T.S.C.L. T.S.C.L.

b S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

VCP

ASPHALT CONCRETE CURB

EXIST. ROW EXIST RO W

(U.I.P.) (UIP) 14 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-4: NON DIVERGENT SINGLE COMPOUND, TYPE B CURB RAMP S-COMB-3:

ASPHALT CURB COCNRETE CURB

A V E

Bk 6563 Pg 832 St Louis County GAS VALVE ASPHALT ROAD

P.S.E.

15 RAMP

CONCRETE WALK CONCRETE WALK 16L2-055D CURB INLET 12 " RCP

ASPHALT

i f t h t t h FEDERAL PROJECT NO. OF

y d o c u m e n t s i n t e n d e d t o b e I h DESIGNED:

STP-9901(660) 7124F-22 16K, 16L E. BURKART ( S H E E T 3 O F 8 ) R E S U R F A C I N G W O O D S O N R O A D EXIST RO W BK 7488 PG 1369 14.67' SEWAGE & DRAIN. ESM'T. BK 17809 PG 4301 15' PRIMUSS ESM'T. BK 7488 PG 1369 14.67' SEWAGE & DRAIN. ESM'T. BK 7558 PG 1662 SEW AGE & DRAIN ESM T EXIST RO W EXIST. ROW AR-1828 33 20 A. SCHUMANN B. KNIGHT C U R B R A M P D E T A I L S SEGMENTAL TRANSITION AREA SEGMENTAL TRANSITION AREA4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d

y p t f t h l i g

DETAIL G WEST

ROAD AND OVERLAND PLAZA EXIST ROW P.S.E. P.S.E. Book 1049 Page 105 StLouis County SHRUB LINE ASPHALT ASPHALT CONCRETE CURB CONCRETE CURB WATER VALVE PULLBOX TRAFFIC PULLBOX TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC 16L2-028D CURB INLET 12" RCP (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) 16 RAMP SINGLE COMPOUND TYPE B & C CURB RAMP S-COMB-4: SINGLE COMPOUND TYPE B & C CURB RAMP S-COMB-4: 17 RAMP (U.I.P.) (U.I.P.) WOODSON ROAD EXIST ROW DETAIL H NE QUADRANT WOODSON ROAD AND OVERLAND PLAZA UTILITY POLE CONCRETE PULLBOX TRAFFIC PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL SIGNAL TRAFFIC NO MSD ID MANHOLE 20 VCP 24" RCP (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) 18 RAMP DIAGONAL, BACK OF CURB TYPE C CURB RAMP S-PAR-2: 19 RAMP CUT THROUGH ISLAND ISL-1: (U.I.P.) (U.I.P.) (U.I.P.) WOODSON ROAD EXIST ROW N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' DETAIL I SE QUADRANT WOODSON ROAD AND OVERLAND PLAZA T.S.C.L. P.S.E UTILITY POLE SIGNAL TRAFFIC FIBER OPTIC SIGN 16L2-029D GRATE INLET NO MSD ID GRATE INLET PULLBOX TRAFFIC 20 RCP 24" RCP 24 RCP (U.I.P.) (T.B.R.&R.) (T.B.R.&R.) (U.I.P.) (U.I.P.) (U.I.P.) 20 RAMP 21 RAMP SINGLE PARALLEL TYPE C CURB RAMP S-PAR-3: DIAGONAL, BACK OF CURB TYPE C CURB RAMP S-PAR-2:

y d o c u m e n t s i n t e n d e d t o b e I h

d I y

b DESIGNED:

h i h

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

b d

d d

y p t f t h l i g

j t d f

FEDERAL PROJECT NO. OF

STP-9901(660) 7124F-22 16K, 16L E. BURKART ( S H E E T 4 O F 8 ) R E S U R F A C I N G W O O D S O N R O A D 9 & BK 4515 PG 143 10 ELEC ESM'T BK 4302 PG 9161 PG 1958 10'MSD ESMT BK BK 8825 PG 1872 10'GAS ESM'T BK 10830 PG 2326 V AC ATED G AS ESM T BK 8435 PG 663 TRAFFIC SIGNAL ESM'T. 9161 PG 1958 10'MSD ESMT BK 9 & BK 4515 PG 143 10 ELEC ESM'T BK 4302 PG BK 8435 PG 663 TRAFFIC SIGNAL ESM'T . AR-1828 33 21 A. SCHUMANN B. KNIGHT C U R B R A M P D E T A I L S4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

WOODSON ROAD

WOODSON

CONCRETE WALK

PERPENDICULAR RAMP SINGLE TYPE B CURB S-PERP-4:

T 18

VCP (U.I.P.)

WOODSON TSC.L TSCL

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

MANHOLE TELEPHONE WATER VALVE FIRE HYDRANT

Bk 6568 Pg 1397 StLouis County Book 1049 Page 105 StLouis County UTILITY POLE

P.S.E.

ROAD TR EN TON A V E EXIST ROW EXIST ROW

22 RAMP 23 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-4:

N WOODSON ROAD AND TRENTON AVENUE WEST DETAIL J EXIST ROW EXIST. ROW

WOODSON ROAD

EXIST ROW EXIST ROW N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

WEST DETAIL K PICKERING DRIVE TSCL PULLBOX FIBER OPTIC CONCRETE CURB CONCRETE WALK PULLBOX TRAFFIC CONCRETE 8 VCP (U.I.P.) (A.T.G.) (UIP) (U.I.P.) 24 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-4: 25 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-4: (T.B.R.&R.)

d I y

y d o c u m e n t s i n t e n d e d t o b e I h DESIGNED:

h i h

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

b R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

b d

d d

y p t f t h l i g

j t d f

i f t h t t h FEDERAL PROJECT NO. OF

STP-9901(660) 7124F-22 16K, 16L E. BURKART ( S H E E T 5 O F 8 ) R E S U R F A C I N G W O O D S O N R O A D AR-1828 33 22 A. SCHUMANN B. KNIGHT C U R B R A M P D E T A I L S4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

WOODSON ROAD AND PICKERING DRIVE

EXIST. ROW EXIST RO W T.S.C.L. T.S.C.L. P.S.E. UTILITY POLE UTILITY POLE

R OA D EXIST ROW EXIST ROW

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

WOODSON FENCE CHAIN LINK FENCE CHAIN LINK CONCRETE CURB CONCRETE WALK 16K1-015D CURB INLET DOUBLE

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

WOODSON ROAD

(U.I.P.)

(U.I.P.) 26 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-4:

t h H A R N EY

i f t h t ROAD

12" VCP

16K1-049S MANHOLE 16K1-002S MANHOLE

WOODSON ROAD AND PENNELL DRIVE

27 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-4:

12" VCP 18" RCP 21" VCP 21" VCP

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

R N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' WOODSON ROAD AND HARNEY ROAD EAST DETAIL L

WEST

EXIST ROW EXIST.ROW N

P E N N E L L D R I V E T.S.C.L. NEW FENCE PULLBOX FIBER OPTIC FENCE CHAIN LINK FENCE CHAIN LINK GUARDRAIL CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CONCRETE WALL WATER VALVE WATER VALVE WATER VALVE FIRE HYDRANT PULLBOX TRAFFIC PULLBOX TRAFFIC TRAFFIC SIGNAL TRAFFIC SIGNAL PEDESTRIAN SIGNAL CONCRETE CONCRETE CURB R O C 16K4-191D CURB INLET DOUBLE 16K4-192D CURB INLET DOUBLE 16K4-193D INLET AREA 16K4-196D CURB INLET TRIPLE CONCRETE WALK SIGN OPTIC FIBER 42 RCP 8" VCP 12" RCP 12" RCP 24" RCP 18" RCP (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (TB.R.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) 28 RAMP DUAL PERPENDICULAR TYPE B CURB RAMP D-PERP-1: (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.&R) 28A RAMP DIAGONAL, BACK OF CURB TYPE D CURB RAMP S-PAR-1: (T.B.R.&R.B.O.)

d I y R E S P O N S I B I L I T Y D I S C L A I M E

h i h DESIGNED:

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

y d o c u m e n t s i n t e n d e d t o b e I h O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

b d

d d

b FEDERAL PROJECT NO. OF

STP-9901(660) 7124F-22 16K, 16L E. BURKART ( S H E E T 6 O F 8 ) R E S U R F A C I N G W O O D S O N R O A D BK 11343 PG 2051 15' MSD SEWER ESM'T. Bk 17638 Pg 487 ST LOUIS COUNTY PRIMUSSE BK 14016 PG 383 10' SEWER ESM'T BK 11657 PG 917 15 SEW ER ESM 'T 6575/679 PERM. DRAINAGE ESM 'T B K 1 9 5 7 P G 5 0 A T E P I P E S M T G 3 0 0 7 1 0 E L E C E S M AR-1828 33 23 A. SCHUMANN B. KNIGHT C U R B R A M P D E T A I L S4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i

t d f

y p t f t h l i g

DETAIL M

GUY WIRE (U.I.P.) (U.I.P.) (U.IP.)

CONCRETE WALK

WOODSON ROAD

WOODSON ROAD AND PENNELL DRIVE EAST DETAIL N FENCE CHAIN LINK GUARDRAIL

30 RAMP PERPENDICULAR SINGLE TYPE B CURB RAMP S-PERP-2:

PERPENDICULAR SINGLE TYPE B CURB RAMP S-PERP-2:

PULLBOX TRAFFIC

29 RAMP SINGLE PARALLEL TYPE C CURB RAMP S-PAR-3: (T.B.R.&R.)

(T.B.R&R.) WOODSON ROAD AND INTERSTATE 170 SOUTH DETAIL O

(A.T.G.) (A.T.G.) (U.I.P.) (U.I.P.) 32 RAMP PERPENDICULAR SINGLE TYPE B CURB RAMP S-PERP-2:

RCP (U.I.P.)

WOODSON ROAD AND DOCUMENT DRIVE NORTH DETAIL P WATER VALVE WATER VALVE WATER METER CONCRETE

16K4-199D GRATE INLET 24 RCP 24 RCP

N WOODSON ROAD

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

i EXIST.ROW N

WOODSON 16K4-204D CURB INLET 24 RCP 2 4

WOODSON

ROAD AND DOCUMENT DRIVE

EAST

CONCRETE CURB

WOODSON ROAD EXIST. ROW N

PULLBOX TRAFFIC PULLBOX FIBER OPTIC

31 RAMP WOODSON ROAD EXIST. ROW N

(U.I.P.) (U.I.P.) (U.I.P.) 33 RAMP DIAGONAL, BACK OF CURB TYPE D CURB RAMP S-PAR-1:

ROAD GUY WIRE BRUSH LINE CONCRETE 12" RCP (U.I.P.) (T.B.R.&R.) (T.B.R.&R.) PERPENDICULAR SINGLE TYPE B CURB RAMP S-PERP-1: 34 RAMP PERPENDICULAR SINGLE TYPE B CURB RAMP S-PERP-1: 35 RAMP

R N

(T.B.R.&R.) 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

BRIDGE COLUMN

R C (U.I.P.)

ROAD AND DOCUMENT DRIVE SOUTH DETAIL Q T S.C.L. BRUSH LINE

y l i i d b e I h

by d i l i t

h i h b

d I y f t h t t h DESIGNED:

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

y d o c u m e n t s i n t e n d e d R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

b d

o FEDERAL PROJECT NO. OF

STP-9901(660) 7124F-22 16K, 16L E. BURKART ( S H E E T 7 O F 8 ) R E S U R F A C I N G W O O D S O N R O A D EXIST ROW 5'ESM'T. EXIST. ROW BK 3595 PG 337 & BK 3779 PG 617 40'ROADWAY & UTILITY ESM'T. DOCUMENT DRIVE (PRIVATE) AR-1828 33 24 A. SCHUMANN B. KNIGHT C U R B R A M P D E T A I L S4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d

y p t f t h l i g

d d

DETAIL

WOODSON

WOODSON ROAD

EXIST. ROW EXIST. ROW

ROAD K E M P L A N D P L EXIST. ROW EXIST. ROW N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' WOODSON ROAD AND KEMPLAND PLACE EAST DETAIL T T S C L T S.C.L. P S E UTILITY POLE GUY WIRE WOOD FENCE ASPHALT ROAD CONCRETE CURB CONCRETE CURB C O CN ETER W KLA CONCRETE WALK PEDESTAL TELEPHONE CONCRETE CURB 8 VCP 15 RCP (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) ( U PI ) (U.I.P.) 39 RAMP DIAGNOAL,BACK OF CURB TYPE C CURB RAMP S-PAR-2: (T.B.R.&R.) DUAL PERPENDICULAR TYPE B CURB RAMP D-PERP-1: 40 RAMP

y d o c u m e n t s i n t e n d e d t o b e I h

d I y

b DESIGNED:

h i h

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

b d

d d

y p t f t h l i g

j t d f

FEDERAL PROJECT NO. OF

STP-9901(660) 7124F-22 16K, 16L E. BURKART ( S H E E T 8 O F 8 ) R E S U R F A C I N G W O O D S O N R O A D AR-1828 33 25 A. SCHUMANN B. KNIGHT C U R B R A M P D E T A I L S4/17/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. V S O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

WEST DETAIL S T.S.C.L. P.S.E. PULLBOX FIBER OPTIC UTILITY POLE UTILITY POLE GUY WIRE LANDSCAPE AREA BRUSH LINE 20" TREE ASPHALT ROAD CONCRETE CONCRETE CURB CONCRETE CURB CONCRETE WALK CONCRETE WALK WATER VALVE WATER VALVE WATER METER 16K4-158D CURB INLET DOUBLE 16K4-102S MANHOLE 15" RCP 8" VCP (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) 36 RAMP 37 RAMP 38 RAMP SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-1: SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-1: SINGLE PARALLEL TYPE C CURB RAMP S-PAR-3: (T.B.R.&R.)

WOODSON ROAD AND KEMPLAND PLACE

WOODSON

SIGNAL QUANTITIES SHEET

INTENTIONALLY LEFT BLANK

y d o c u m e n t s i n t e n d e d t o b e I h

b DESIGNED:

d I y

h i h

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

7124F-22 W O O D S O N R D A T W O O D S O N R O A D B R O W N R D

AR-1828 D. SHANE

b d

d d

y p t f t h l i g

STP-9901(660) 16K, 16L S I G N A L Q T Y ( S H E E T 1 O F 1 ) R E S U R F A C I N G

j t d f

FEDERAL PROJECT NO. OF

E. NKETAH 33 27

E. NKETAH

SIGNAL QUANTITIES SHEET

INTENTIONALLY LEFT BLANK

y d o c u m e n t s i n t e n d e d t o b e I h

b DESIGNED:

d I y

h i h

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

7124F-22 W O O D S O N R D A T W O O D S O N R O A D O V E R L A N D P L A Z A

AR-1828 D. SHANE

b d

d d

y p t f t h l i g

STP-9901(660) 16K, 16L S I G N A L Q T Y ( S H E E T 1 O F 1 ) R E S U R F A C I N G

j t d f

FEDERAL PROJECT NO. OF

E. NKETAH 33 29

E. NKETAH

SIGNAL QUANTITIES SHEET

INTENTIONALLY LEFT BLANK

y d o c u m e n t s i n t e n d e d t o b e I h

b DESIGNED:

d I y

h i h

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

e s

7124F-22 W O O D S O N R D A T W O O D S O N R O A D P E N N E L L D R

AR-1828 D. SHANE

b d

d d

y p t f t h l i g

STP-9901(660) 16K, 16L S I G N A L Q T Y ( S H E E T 1 O F 1 ) R E S U R F A C I N G

j t d f

FEDERAL PROJECT NO. OF

E. NKETAH 33 31

E. NKETAH

575

570

565

580 0 10 20 30 40 50 60 70 -10 -20 -30 -40 -50 -60 -70 Sta. 99+00.00 R1

575

570

580

575

570

O F F1 8 2 E L 5 7 1 9 4 O F F 0 0 2 2 O F F 2 4 0 E L 5 7 2 4 5

1.84% 2.00% 0.25% 2 84%

O F F2 1 5 E L 5 7 2 6 8 O F F 0 0 5 7 3 0 5

1.70% 2 45%

580 0 10 20 30 40 50 60 70 -10 -20 -30 -40 -50 -60 -70 Sta. 98+75.00 R1

580

575

570

2 1 E L 5 7 3 6 0 O F F 0 0 5 7 3 9 3 O F F 2 4 0 E L 5 7 3 1 1

1.52% 3 41%

O F F 1 2 0 E L 5 7 2 0 3 O F F 1 6 4 E L 5 7 2 0 2 O F F 0 0

585 0 10 20 30 40 50 60 70 -10 -20 -30 -40 -50 -60 -70 Sta. 98+50.00 R1

575

570

565

580

575

570

585

580

575

570

585

2 1 5 E L 5 7 3 6 9 E L 5 7 4 0 1 O F F 2 4 0 E L 5 7 3 1 7

O F F 2 4 0 E L 5 7 1 5 0 1.50% 3 49%

585 0 10 20 30 40 50 60 70 -10 -20 -30 -40 -50 -60 -70 Sta. 98+47.00 R1

580

575

570

580 STA. 98+47.00 R1 TO STA. 99+00.00 R1

y d o c u m e n t s i n t e n d e d t o b e I h

b DESIGNED:

d I y

h i h

y l i i d

by d i l i

l l t h h

e p o s o o e D r a w i n g s S p e c i f i c a t i o n s i b i l i t f

i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

AR-1828 Z. SMITH

e s

b d

d d

y p t f t h l i g

j t d f

( S H E E T 1 O F 2 ) C R O S S S E C T I O N S B R O W N R O A D R E S U R F A C I N G W O O D S O N R O A D

STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

FEDERAL PROJECT NO. OF

Z. SMITH 33 32

570

565

575 0 10 20 30 40 50 60 70 -10 -20 -30 -40 -50 -60 -70 Sta. 99+88.00 R1

O F F 0 0 O F F 3 0 0 E L 5 7 0 4 0 O

570

6 0 E L 5 7 0 3 8 O F F3 8 2 E L 5 7 0 2 8

565

575

570

565

570

565

0.28% 0.25% E L 5 7 0 4 1

O F F 1 2 0 E L 5 7 0 4 5 O F F 0 0

575 0 10 20 30 40 50 60 70 -10 -20 -30 -40 -50 -60 -70 Sta. 99+75.00 R1

575

570

565

580

575

570

565

E L 5 7 0 8 1

0.99% 0.25% 1.69% O F F3 4 6 E L 5 7 0 3 6 O F F 0 0 E L 5 7 0 8 4

580 0 10 20 30 40 50 60 70 -10 -20 -30 -40 -50 -60 -70 Sta. 99+50.00 R1

O F F 1 2 0 E L 5 7 0 7 3 0.90% O F F 1 2 0 E L 5 7 1 0 4 O F F 2 2 0 E L 5 7 1 0 1

O F F 2 4 2 E L 5 7 0 7 0 O F F 4 3 6 5 7 0 3 7 0.27% 1.76%

E L 5 7 0 1 9 O

575

570

565

580

580 0 10 20 30 40 50 60 70 -10 -20 -30 -40 -50 -60 -70 Sta. 99+25.00 R1

2 00% 0.25% 0.79% 0.23% O F F1 7 1 E L 5 7 1 1 2 O F F 0 0 E L 5 7 1 2 8

2 4 0 E L 5 7 0 8 6

575

570

565

575 STA. 99+25.00 R1 TO STA. 99+88.00 R1

y d o c u m e n t s i n t e n d e d t o b e I h

b DESIGNED:

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i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R A N S P O R T A T I O N

i s

AR-1828 Z. SMITH

e s

b d

d d

y p t f t h l i g

j t d f

( S H E E T 2 O F 2 ) C R O S S S E C T I O N S B R O W N R O A D R E S U R F A C I N G W O O D S O N R O A D

STP-9901(660) 7124F-22 16K, 16L J. DOHRMANN

FEDERAL PROJECT NO. OF

Z. SMITH 33 33