Bennington Place Resurfacing Preliminary Plans by STLCOGOV

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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

4/3/2023 OF

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EX. SDWK 4'-0" ± VARIES LANE 11'-0" ± LANE 11'-0" ± EX. SDWK 4'-0" ± VARIES LANE 11'-0" ± LANE VARIES 0' TO 11'-0" ± EX. SDWK 7'-0" ± LANE 11'-0" ± LANE 11'-0" ± EX. SDWK 4'-0" ± VARIES LANE 11'-0" ± LANE VARIES 0' TO 11'-0" ± LANE 11'-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 NOTE: AR-1752 M. MOSELY 25 STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN K. DRESSLER ( S H E E T 1 O F 6 ) T Y P I C A L S E C T I O N S 2 R E S U R F A C I N G B E N N I N G T O N P L A C E NTS STA. 61+22.49 TO STA. 61+98.41 2 TYPICAL 4-LANE SECTION - FEE FEE ROAD E X R / W RIGHT-OF-WAY 70'-0" +/E X R / W L VARIES B CONST. VARIES CURB EXISTING ASPHALT OVERLAY EXISTING P.C.C.P. WITH EXISTING AGGREGATE BASE 3" MILL ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND VARIES E X R / W RIGHT-OF-WAY 75'-0" +/E X R / W L NTS STA. 57+22.17 TO STA. 61+22.49 1 VARIES B CONST. CURB EXISTING ASPHALT OVERLAY EXISTING P.C.C.P. WITH EXISTING AGGREGATE BASE 3" MILL ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND TYPICAL 5-LANE SECTION - FEE FEE ROAD FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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:

TYPICAL

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b E s t i m a t e s R e p o r t s o r o t h e r D

e d by 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

y s e 4/3/2023 OF

EX. SDWK 7'-0" ± LANE 11'-0" ± LANE 11'-0" ± LANE 11'-0" ± LANE 11'-0" ± LANE 11'-0" ± EX. SDWK 4'-0" ± VARIES LANE 11'-0" ± LANE 11'-0" ± EX. SDWK 4'-0" ± VARIES EX. SDWK 4'-0" ± VARIES LANE 11'-0" ± LANE 11'-0" ± LANE VARIES 0' TO 11'-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 NOTE: AR-1752 M. MOSELY 25 STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN K. DRESSLER ( S H E E T 2 O F 6 ) T Y P I C A L S E C T I O N S 3 R E S U R F A C I N G B E N N I N G T O N P L A C E VARIES E X R / W RIGHT-OF-WAY 75'-0" +/E X R / W L NTS STA. 10+00.00 TO STA. 12+50.00 3 VARIES B CONST.

5-LANE SECTION - BENNINGTON PLACE CURB EXISTING ASPHALT OVERLAY EXISTING P.C.C.P. WITH EXISTING AGGREGATE BASE 3" MILL ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND STA. 44+00.00 TO STA. 48+00.00 STA. 12+50.00 TO STA. 15+79.11 FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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

TYPICAL

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LANE 11'-0" ± LANE 11'-0" ± EX. SDWK 4'-0" ± VARIES LANE 11'-0" ± LANE 11'-0" ± EX. SDWK 4'-0" ± VARIES LANE 11'-0" ± LANE 11'-0" ± EX. SDWK 4'-0" ± VARIES EX. SDWK 4'-0" ± VARIES LANE 11'-0" ± LANE 11'-0" ± LANE VARIES 0' TO 11'-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 NOTE: AR-1752 M. MOSELY 25 STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN K. DRESSLER ( S H E E T 3 O F 6 ) T Y P I C A L S E C T I O N S 4 R E S U R F A C I N G B E N N I N G T O N P L A C E E X R / W RIGHT-OF-WAY 67'-0" +/E X R / W L NTS 6 VARIES B CONST. TYPICAL 4-LANE SECTION - BENNINGTON PLACE VARIES CURB EXISTING ASPHALT OVERLAY EXISTING P.C.C.P. WITH EXISTING AGGREGATE BASE 3" MILL ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND STA. 48+00.00 TO STA. 53+00.00 STA. 29+50.00 TO STA. 31+50.00 VARIES E X R / W RIGHT-OF-WAY 75'-0" +/E X R / W L NTS 5 VARIES B CONST. TYPICAL 5-LANE SECTION - BENNINGTON PLACE CURB EXISTING ASPHALT OVERLAY EXISTING P.C.C.P. WITH EXISTING AGGREGATE BASE 3" MILL ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND STA. 53+00.00 TO STA. 55+30.35 STA. 26+42.93 TO STA. 29+50.00 FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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

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R E S

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

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EX. SDWK 7'-0" ± LANE 11'-0" ± LANE 11'-0" ± LANE 11'-0" ± LANE 11'-0" ± LANE 11'-0" ± EX. SDWK 4'-0" ± 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 NOTE: VARIES E X R / W RIGHT-OF-WAY 75'-0" +/E X R / W L NTS STA. 37+50.00 TO STA. 44+00.00 9 VARIES B CONST. TYPICAL 5-LANE SECTION - BENNINGTON PLACE CURB EXISTING ASPHALT OVERLAY EXISTING P.C.C.P. WITH EXISTING AGGREGATE BASE 3" MILL ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND AR-1752 M. MOSELY 25 STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN K. DRESSLER ( S H E E T 5 O F 6 ) T Y P I C A L S E C T I O N S 6 R E S U R F A C I N G B E N N I N G T O N P L A C E FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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

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BENNINGTON PLACE

INVESTIGATIVE CORE DRILLING REPORT

ASPHALT (TRAP ROCK) CHIP-SEAL (0.5") ON TYPE C BITUMINOUS

PAVEMENT (1.8") ON (MERAMEC) PCCP (6.9") ON COURSE AGGREGATE

BASE (HELD WATER); TOTAL THICKNESS: 9.2"

24' EAST OF ROADWAY C/L

BENNINGTON PLACE, NORTHBOUND INNER

108' NORTH OF FEE FEE ROAD C/L, TRAFFIC LANE,

6' EAST OF ROADWAY C/L

98' NORTH OF SUMMERHOUSE DRIVE C/L, TRAFFIC LANE OUTER GUTTER, BENNINGTON PLACE, NORTHBOUND OUTER

19' EAST OF ROADWAY C/L

104' NORTH OF SUMMERHOUSE DRIVE C/L, TRAFFIC LANE, BENNINGTON PLACE, NORTHBOUND INNER

5' EAST OF ROADWAY C/L

111' NORTH OF SUMMERHOUSE DRIVE C/L, TRAFFIC LANE OUTER GUTTER, BENNINGTON PLACE, SOUTHBOUND OUTER

22' WEST OF ROADWAY C/L

108' NORTH OF SUMMERHOUSE DRIVE C/L, TRAFFIC LANE, BENNINGTON PLACE, SOUTHBOUND INNER

5' WEST OF ROADWAY C/L

97' NORTH OF FEE FEE ROAD C/L, TRAFFIC LANE OUTER GUTTER, BENNINGTON PLACE, SOUTHBOUND OUTER

23' WEST OF ROADWAY C/L

92' NORTH OF FEE FEE ROAD C/L, TRAFFIC LANE, BENNINGTON PLACE, SOUTHBOUND INNER

4' WEST OF ROADWAY C/L

ASPHALT (TRAP ROCK) CHIP-SEAL (0.3") ON TYPE C BITUMINOUS

PAVEMENT (1.5") ON TYPE X BITUMINOUS PAVEMENT (1.4") ON TYPE

C BITUMINOUS PAVEMENT (1.6") ON TYPE X BITUMINOUS PAVEMENT

(7.3") ON SOIL BASE (HELD WATER); TOTAL THICKNESS 12.1"

ASPHALT (TRAP ROCK) CHIP-SEAL (0.4") ON TYPE C BITUMINOUS

PAVEMENT (4.4") ON (MERAMEC) PCCP (6.0") ON COURSE AGGREGATE

BASE (HELD WATER); TOTAL THICKNESS: 10.8"

ASPHALT (TRAP ROCK) CHIP-SEAL (0.5") ON TYPE C BITUMINOUS

PAVEMENT (1.7") ON TYPE X BITUMINOUS PAVEMENT (1.9") ON TYPE

C BITUMINOUS PAVEMENT (1.8") ON TYPE X BITUMINOUS PAVEMENT

(2.0") ON SOIL BASE (HELD WATER); TOTAL THICKNESS 7.9"

ASPHALT (TRAP ROCK) CHIP-SEAL (0.6") ON TYPE C BITUMINOUS

PAVEMENT (2.7") ON (MERAMEC) PCCP (5.9") ON COURSE AGGREGATE

BASE (HELD WATER); TOTAL THICKNESS: 9.2"

ASPHALT (TRAP ROCK) CHIP-SEAL (0.3") ON TYPE C BITUMINOUS

PAVEMENT (4.7") ON TYPE X BITUMINOUS PAVEMENT (3.2") ON SOIL

BASE (HELD WATER); TOTAL THICKNESS: 8.2"

ON TYPE C BITUMINOUS PAVEMENT (1.0") ON (MERAMEC) PCCP (7.1")

ON COURSE AGGREGATE BASE (HELD WATER); TOTAL THICKNESS: 8.1"

ASPHALT SEALCOAT (0.1") ON TYPE C BITUMINOUS PAVEMENT (4.9")

WATER); TOTAL THICKNESS: 11.4" ON TYPE X BITUMINOUS PAVEMENT (6.4") ON SOIL BASE (HELD

i f t h t t h

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y s 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

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CORE NO. 1 2 3 4 5 6 7 8

DESCRIPTION LOCATION

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 NOTE: AR-1752 M. MOSELY 25 STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN K. DRESSLER ( S H E E T 6 O F 6 ) T Y P I C A L S E C T I O N S 7 R E S U R F A C I N G B E N N I N G T O N P L A C E FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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

103' NORTH OF FEE FEE ROAD C/L, TRAFFIC LANE OUTER GUTTER, BENNINGTON PLACE, NORTHBOUND OUTER

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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 4/3/2023 OFCURVE FEEFEE1 PI 62+53.83 PC 60+04.31 PT 64+99.55 L 495.24' T 249.52' R 1,637.02' P O T S T A 5 7 + 0 0 0 0 57+00 58+00 59+00 60+00 61+00 62+00 63+00 9 + 0 0 1 0 + 0 0 1 1 + 0 0 PC STA 11+24 34 1 2 + 0 0 P C S T A 6 0 + 0 4 3 1 CURVE BENNINGTON1 PI 12+99.56 PC 11+24.34 PT 14+74.34 L 350.00' T 175.22' R 2,864.93' COMMON GROUND LOT 12 DB 13993 PG 81 ST LOUIS COUNTY DB 7125 PG 847 ST. LOUIS COUNTY DB 6509 PG 1192 ST LOUIS COUNTY 1 3 5 0 7 5 2 3 S T L O C O U N T Y DEDICATION PB 105 PG 62 DB 2653 PG 341 ELECTRIC EASEM ENT DB 14196 PG 341 ELECTRIC EASEMENT D B 7 1 G 2 0 1 5 S U I S C O U N D E DB 13507 PG 526 TRAFFIC SIGNAL EASEMENT ST.LOUIS COUNTY LOC# 15O110718 DB 20081 PG 2306 12090 FEE FEE ROAD RICHARD J. & CAROL A. GROSSMAN N\F LOT 439 LOC# 15O110891 DB 8393 PG 2128 12700 FEE FEE ROAD WARREN C. & DEBORA J. HAYDEN N\F LOT 478 LOC# 15O130381 DB 6290 PG 2688 12657 FEE FEE ROAD PARKWAY SCHOOL DISTRICT N\F 17 1 LOC# 15P320709 DB 6717 PG 622 12795 PARKWAY ESTATES DRIVE PARKWAY ESTATES TRUSTEES N\F PL P L PL PL PL PL PL ASPHALT C O N C R E C O N C E T T T T T FIBER OPTIC FIBER OPTIC C A I N LI N F E N E SIGN 15O4-202D DOUBLE CURB INLET 18 RCP 18 RCP 12 RCP UTILITY POLE 15O4-193D CURB INLET 15O4-194D CURB INLET 15O4-192D MANHOLE 15O4-079S MANHOLE CONCRETE SIDEWALK CONCRETE SIDEWALK C O NC RETE SIDEW ALK CURB RAMP CONCRETE DRIVEWAY APRON CONCRETE CURB CURB CONCRETE CURB CONCRETE CONCRETE CURB CONCRETE CURB TREE SIGN GUY WIRE SIGN SIGN SIGN PULLBOX TRAFFIC SIGN SIGN SIGN PULLBOX TRAFFIC MANHOLE TELEPHONE SIGN SIGN MANHOLE TELEPHONE PULLBOX TRAFFIC CURB CONCRETE CURB CONCRETE UTILITY POLE TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL SIGNAL TRAFFIC NO. 1 NO. 2 NO. 7 NO. 8 PULLBOX TRAFFIC CONCRETE CURB CURB CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE BOX SIGNAL CONTROL CONC SIDEWALK 4 RAMP CUT THROUGH ISLAND ISL-1 2 RAMP CUT THROUGH ISLAND ISL-1 3 RAMP CUT THROUGH ISLAND ISL-1 1 RAMP 5 RAMP 6 RAMP SINGLE COMPOUND TYPE A & C CURB RAMP S-COMB-2 (T.B.R.&R.) (U.I.P.) (U.I.P.) ( U I P ) (T.B.R.) (U.I.P.) ( U I P ) ( U IP ) (U.IP) (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.) (T.B.R.) (A.T.G) (U.I.P.) (U.I.P.) (U.I.P.) ( U IP ) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G) (A.T.G) (T.B.R) (U.I.P.) (T.B.R) (T.B.R) (U.I.P.) (A.T.G.) (U.I.P.) (A.T.G.) (T.B.R.) (T.B.R.&R.) (U.I.P.) (A.T.G.) (T.B.R.&R.) (T.B.R.&R.) (T.B.R.&R.) (A.T.G.) 4A RAMP (T.B.R.) (T.B.R.) (T.B.R.) (T.BR.) SINGLE PARALLEL TYPE C CURB RAMP S-PAR-2: DUAL PERPENDICULAR TYPE B CURB D-PERP-1: DDUAL PERPENDICULAR TYPE B CURB RAMP D-PERP-1: N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' MATCHLINE STA 12+50 AR-1752 25 LEGEND STP-5559(602) 15P, 15D J. DOHRMANN K. DRESSLER S H E E T ( 1 O F 8 ) P L A N S H E E T R E S U R F A C I N G 7196B-23 B E N N I N G T O N P L A C E FEE FEE ROAD B E N N I N G T O N P L A C E EXIST ROW EXIST ROW EXIST ROW EXIST ROW 8 D R I V E G R E E N H I L L S M. MOSELY (FEE FEE ROAD) BEGIN CONSTRUCTION STA 57+2217 (FEE FEE ROAD) END CONSTRUCTION STA 61+9841 NOTE 2 BEGIN CONSTRUCTION STA 9+4538 PSE PSE Ê FEE FEE ROAD UNLESS OTHERWISE NOTED. BENNINGTON PLACE CENTERLINE ALL STATIONS ARE GIVEN TO 3. = STA. 61+22.49 FEE FEE ROAD STA. 10+00.00 BENNINGTON PLACE 2. THE PROJECT TO WHICH THIS PAGE REFERS. INTENDED TO BE USED FOR ANY PART OR PARTS OF UNDERSIGNED PROFESSIONAL RELATING TO OR DOCUMENTS OR INSTRUMENTS NOT SEALED BY THE SPECIFICATION, ESTIMATES, REPORTS, OR OTHER DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ONLY FOR WHAT APPEARS ON THIS PAGE, AND SEAL APPEAR HEREON ASSUMES RESPONSIBILITY THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL 1. NOTES: PLACE Ê BENNINGTON B E N N I N G T O N 1 C U R V E BENNINGTON1 CURVE SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC PAVEMENT OR REPAIR PROPOSED FULL DEPTH SIDEWALK OR PAVEMENT PROPOSED CONCRETE ISLAND CONCRETE ISLAND CONCRETE TSCL P E TR CNOC W'8 . ATS 85+06 37. PLAN SHEET (SHEET 1 OF 8)

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FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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:

4 0 0 + 0 0 0 0 B E N N I N G T O N Ê S T A

R 1 9 9 + 7 8 8 0 E L 5 3 8 0 2 S T A

e d o c u m e n t s i n t e n d e d t o b e S T A

4 0 0 + 3 3 6 4 E L 5 5 6 4 2 S T A

I h b i f t h t t h 1 9 9 + 4 9 9 9 M A T C H E X I S T I N G E L 5 3 7 3 6 S T A

e d by V P I 1 9 9 6 7 4 6 E L 5 3 7 8 5 +2.83% +1 50% 5.00' V.C.

S T A

4 0 0 + 6 4 3 6 M A T C H E X I S T I N G E L 5 5 5 0 7

y s e V P C 1 9 9 + 6 4 9 6 V P T 1 9 9 + 6 9 9 6 5 3 7 6 4 5 3 6 9 3 5 3 7 1 9 5 3 7 5 7 5 3 8 0 6 5 3 8 5 2 199+00 200+00

V P C 4 0 0 + 5 5 7 9 V P T 4 0 0 + 6 0 7 9 5 5 6 0 7 5 5 5 3 1 400+00

V P I 4 0 0 4 9 7 9 E L 5 5 5 5 4 -5.50% V P I 4 0 0 5 8 2 9 E L 5 5 5 4 1 -1 50% -5.51% 5.00' V.C.

by d i l i DESIGNED:

N S P O R T A T I O N 2 0 0 + 0 0 0 0 B E N N I N G T O N Ê 5 5 6 7 8 5 5 6 2 5 5 5 5 2 8

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y l i i d 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

d u o -

h i h 4/3/2023 OF

EXISTING GROUND LINE PROPOSED PROFILE GRADE EXISTING GROUND LINE PROPOSED PROFILE GRADE AR-1752 B. KNIGHT 25 16 STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN E. BURKART ( S H E E T 1 O F 1 ) P R O F I L E S H E E T S I D E R O A D S R E S U R F A C I N G B E N N I N G T O N P L A C E PARKWAY ESTATES DRIVE OBERLIN DRIVE 530 532 534 536 538 540 530 532 534 536 538 540 548 550 552 554 556 558 548 550 552 554 556 558 FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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

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PLACE HOLDER

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e d by

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

y s e

y l i i d

by d i l i

l l t h h

i f i t i p

d d

i b i l ity f

b E s t i m a t e s R e p o r t s o r o t h e r D

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

t t h -

i f t h 4/3/2023 OF

y p t f t h l i g

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AR-1752 25 STP-5559(602) 15P, 15D R E S U R F A C I N G 7196B-23 18 B E N N I N G T O N P L A C E D. SHANE E. NKETAH S I G N A L Q T Y ( S H E E T 1 O F 1 ) A T F E E F E E R O A D B E N N I N G T O N P L A C E E. NKETAH

SIGNAL QUANTITIES SHEET

PLACE HOLDER

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d u o

h i h

e d by

y s e DESIGNED:

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

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i f t h -

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

b 4/3/2023 OF

y p t f t h l i g

i i

AR-1752 25 STP-5559(602) 15P, 15D R E S U R F A C I N G 7196B-23 20 B E N N I N G T O N P L A C E D. SHANE E. NKETAH S I G N A L Q T Y ( S H E E T 1 O F 1 ) B E N N I N G T O N P L A C E E. NKETAH A T B A S S T O N D R I V E

SIGNAL QUANTITIES SHEET

j t d f

550

545

MATEUS DRIVE

540

555 1.50% EX 3 42% 450% EX 2 11% PRIVATE ROAD LT

535

0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 Sta. 31+06.16 R1

530

SAUTERNE DRIVE

EX 217% PRIVATE ROAD LT

535 EX 56% 550% 1.50%

525

520

RESIDENTIAL DRIVEWAY RT Sta. 60+58.73 R1 (FEE FEE ROAD)

545

540

550 0 5 10 15 20 25 30 35 40 45

545

540

550 EX 4 65% 1 50% EX 1 12% 12700 FEE FEE ROAD

535

d u o I

e d by t t h DESIGNED:

h i h

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

h b i f t h0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 Sta. 27+61.45 R1

b E s t i m a t e s R e p o r t s o r o t h e r D

y s e 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

STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN

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y p t f t h l i g

( S H E E T 1 O F 5 ) C R O S S S E C T I O N S E N T R A N C E R E S U R F A C I N G B E N N I N G T O N P L A C E 535

E. BURKART

AR-1752 B. KNIGHT 25 21

e d o c u m e n t s i n t e n d e d t o b e 4/3/2023 OF

V.C. 5' V.C. 5' V.C. 5' FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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

560

555

550

545

540

OBERLIN DRIVE

560

555

550

565 EX 0 86% EX 0 84% PRIVATE ROAD LT

545

540

565 0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -48 Sta. 40+90.20 R1

560

555

550

EX 3:1 EX 4 65% 1 50%

545

540

15.0% 12529 BENNINGTON PLACE

COMMERCIAL ENTRANCE LT

560

555

550

565 1 71% EX 8 34%

545

540

535

565 0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 Sta. 37+49.11 R1

h i h

e d by I

d u o

y s e t t h DESIGNED:

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

d d

b E s t i m a t e s R e p o r t s o r o t h e r D

535

STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN

h b i f t h 4/3/2023 OF

y p t f t h l i g

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( S H E E T 2 O F 5 ) C R O S S S E C T I O N S E N T R A N C E R E S U R F A C I N G B E N N I N G T O N P L A C E

E. BURKART

AR-1752 B. KNIGHT 25 22

V.C. 10' FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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:

590

585

580

575

570

4 00%

590

585

580

595 EX 4 39% EX 1 88% 1 50% 7 50% COMMERCIAL ENTRANCE LT

575

570

595 0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50-50 Sta. 45+83.59 R1

580

575

570

565

GALLERY DRIVE

EX 3 30% 7 50% 1 50% PRIVATE ROAD LT

580

575

585 EX 5 85% EX 2 35%

6 00%

570

565

560

585 0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -52 Sta. 44+25.19 R1

d u o

y s e DESIGNED:

h i h

e d by I

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

b E s t i m a t e s R e p o r t s o r o t h e r D

560

STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN

h b i f t h t t h 4/3/2023 OF

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y p t f t h l i g

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( S H E E T 3 O F 5 ) C R O S S S E C T I O N S E N T R A N C E R E S U R F A C I N G B E N N I N G T O N P L A C E

E. BURKART

AR-1752 B. KNIGHT 25 23

V.C. 5' V.C. 5' FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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:

600

595

590

585

580

605 0 5 10 15 20 25 30 35 40 45 50 55 60 63 Sta. 47+48.26 R1

600

595

SUMMERHOUSE DRIVE

590

605 EX 2 85% EX 0 90% EX 5 67% PRIVATE ROAD RT

585

580

600

595

590

585

SUMMERHOUSE DRIVE

600

595

590

605 EX 1 87% EX 2 30% 3 50% 1 50% PRIVATE ROAD LT

585

580

605 0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -56-55 Sta. 47+45.23 R1

d u o

h i h

y s e t t h DESIGNED:

e d by I

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

d d

b E s t i m a t e s R e p o r t s o r o t h e r D

580

STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN

h b i f t h 4/3/2023 OF

( S H E E T 4 O F 5 ) C R O S S S E C T I O N S E N T R A N C E R E S U R F A C I N G B E N N I N G T O N P L A C E

E. BURKART

AR-1752 B. KNIGHT 25 24

V.C. 5' FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I 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

620

615

610

605

2 00%

620

615

610

625 0 5 10 15 20 25 30 35 40 45 50 55 6061 Sta. 52+41.98 R1

625 EX 3 08% EX 2 90% 1 50% 7 00% EX 4 74% PRIVATE ROAD RT

PALESTRA DRIVE

605

600

620

615

610

PALESTRA DRIVE

620

i f t h t t h 605

615

610

625 EX 3 50% EX 2 73% EX 6 63% 9 0% 1 50% 4 0% PRIVATE ROAD LT

605

600

625 0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -56-55 Sta. 52+40.80 R1

d u o

h i h

e d by

y s e

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

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

b600

b E s t i m a t e s R e p o r t s o r o t h e r D

I 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

d d

y p t f t h l i g

h 4/3/2023 OF

( S H E E T 5 O F 5 ) C R O S S S E C T I O N S E N T R A N C E R E S U R F A C I N G B E N N I N G T O N P L A C E

E. BURKART

AR-1752 B. KNIGHT 25 25

STP-5559(602) 7196B-23 15P, 15D J. DOHRMANN

j t d f