AR-1562 Craig Road Resurfacing by STLCOGOV

QUANTITIES SHEET

INTENTIONAL BLANK SHEET

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h b i f t h t t h 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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R E S U R F A C I N G C R A I G R O A D S U M M A R Y O F Q U A N T I T I E S

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 12/10/2021 T. NEFF-SMITH

15O, 16O, 16N, 17N R.G. T. WELZ OF 65

P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

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1.75"

CRAIG RD BL

CRAIG RD BL WALK EXIST SPACE GREEN EXIST LANE LANE SPACE GREEN EXIST WALK EXIST TURN LANE CRAIG ROAD - TANGENT SECTION SHOWN CRAIG ROAD - TANGENT SECTION SHOWN (VARIES) MATCH EXIST (VARIES) MATCH EXIST INTERGRAL CURB EXIST 6" STA 13+80 TO STA 18+90 MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE (DEPTH VARIES) EXIST AGGREGATE BASE BASE (DEPTH VARIES) EXIST TYPE X BITUMINOUS BASE (DEPTH VARIES) EXIST TYPE X BITUMINOUS (DEPTH VARIES) EXIST AGGREGATE BASE MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE INTERGRAL CURB EXIST 6" (VARIES) MATCH EXIST (VARIES) MATCH EXIST CRAIG RD BL WALK EXIST SPACE GREEN EXIST LANE WALK EXIST TURN LANE CRAIG ROAD - TANGENT SECTION SHOWN (VARIES) MATCH EXIST (VARIES) MATCH EXIST INTERGRAL CURB EXIST 6" MIXTURE SP125 (PG

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

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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 P O N S I B I L I T Y D I S C L A I M E R O F 12/10/2021 T. NEFF-SMITH

15O, 16O, 16N, 17N R.G. T. WELZ OF 65

35.00' & VARIES EXIST ROW 35.00' & VARIES EXIST ROW 0.50' 0.50' 4.00' 5.50' 4.00' 5.50' 30.00' & VARIES EXIST ROW 30.00' & VARIES EXIST ROW 13.50' 11.00' 13.50' VARIES VARIES LANE 12.00' LANE 12.00' TURN LANE 12.00' LANE 12.00' 0.50' 0.50' VARIES VARIES 4.00' 4.00' 12.00' 12.00' 12.00' 12.00' 12.00' VARIES EXIST ROW VARIES EXIST ROW 5.00' 8.00' 11.00' 11.00' 8.00' 0.50' 0.50' 4.00' 5.50' 4.00' 5.50' 30.00' & VARIES EXIST ROW 30.00' & VARIES EXIST ROW VARIES VARIES VARIES 0.50' VARIES 0.50' 4.00' VARIES 4.00' VARIES 1.00' 1.00' P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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 t f t h l i g i 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

MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE (DEPTH VARIES) EXIST AGGREGATE BASE BASE (DEPTH VARIES) EXIST TYPE X BITUMINOUS STA 2+10 TO STA 5+00 TURN LANE LANE TURN LANE S H E E T 1 O F 3 T Y P I C A L S E C T I O N S SURFACE (DEPTH VARIES) EXIST TYPE C BITUMINOUS SURFACE (DEPTH VARIES) EXIST TYPE C BITUMINOUS CRAIG RD BL WALK EXIST SPACE GREEN EXIST SHOULDER PARKING / LANE LANE SHOULDER PARKING / SPACE GREEN EXIST WALK EXIST CRAIG ROAD - TANGENT SECTION SHOWN (VARIES) MATCH EXIST INTERGRAL CURB EXIST 6" MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE BASE (DEPTH VARIES) EXIST TYPE X BITUMINOUS (DEPTH VARIES) EXIST AGGREGATE BASE (VARIES) MATCH EXIST SPACE GREEN EXIST WALK EXIST WALK EXIST SPACE GREEN EXIST (DEPTH VARIES) EXIST PCCP SURFACE (DEPTH VARIES) EXIST TYPE C BITUMINOUS (DEPTH VARIES) EXIST PCCP SURFACE (DEPTH VARIES) EXIST TYPE C BITUMINOUS 3 STA 18+90 TO STA 22+11.75 STA 5+00 TO STA 13+80 STA 22+11.75 TO STA 80+71.68 ST LOUIS COUNTY. DETERMINED DURING STRIPING OPERATIONS BY LANE WIDTHS MAY VARY AND SHALL BE 3) OPERATIONS. CURBING DURING MILL AND OVERLAY CONTRACTOR SHALL PROTECT EXISTING 2) STANDARD DETAILS. DISABILITIES ACT AND ST LOUIS COUNTY ACCORDANCE WITH THE AMERICANS WITH ALL SIDEWALK SHALL BE PLACED IN 1)

NOTES

70-22)CLP

SUPERPAVE ASPHALTIC CONCRETE

ST LOUIS COUNTY. DETERMINED DURING STRIPING OPERATIONS BY LANE WIDTHS MAY VARY AND SHALL BE 3) OPERATIONS. CURBING DURING MILL AND OVERLAY CONTRACTOR SHALL PROTECT EXISTING 2) STANDARD DETAILS. DISABILITIES ACT AND ST LOUIS COUNTY ACCORDANCE WITH THE AMERICANS WITH ALL SIDEWALK SHALL BE PLACED IN 1)

CRAIG RD BL WALK EXIST SPACE GREEN EXIST LANE SPACE GREEN EXIST WALK EXIST CRAIG ROAD - TANGENT SECTION SHOWN

(VARIES) MATCH EXIST INTERGRAL CURB EXIST 6" MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE BASE (DEPTH VARIES) EXIST TYPE X BITUMINOUS (DEPTH VARIES) EXIST AGGREGATE BASE

(VARIES) MATCH EXIST

NOTES LANE TURN LANE STA 87+20 TO STA 100+40

(DEPTH VARIES) EXIST PCCP (DEPTH VARIES) EXIST PCCP

SURFACE (DEPTH VARIES) EXIST TYPE C BITUMINOUS

(DEPTH VARIES) EXIST PCCP

11.00' 0'-11.00' 11.00' 11.00'

11.00' 0'-11.00' 11.00' CRAIG RD BL WALK EXIST SPACE GREEN EXIST LANE SPACE GREEN EXIST WALK EXIST CRAIG ROAD - TANGENT SECTION SHOWN

(VARIES) MATCH EXIST (VARIES) MATCH EXIST INTERGRAL CURB EXIST 6" (DEPTH VARIES) EXIST AGGREGATE BASE

SPACE GREEN EXIST INTERGRAL CURB EXIST 6" CRAIG RD BL WALK EXIST SPACE GREEN EXIST LANE WALK EXIST CRAIG ROAD - TANGENT SECTION SHOWN

TURN LANE LANE LANE LANE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE

STA 80+71.68 TO STA 83+09.96 STA 83+09.96 TO STA 99+82.55 STA 99+82.55 TO STA 107+20

(VARIES) MATCH EXIST

LANE LANE TURN LANE SURFACE (DEPTH VARIES) EXIST TYPE C BITUMINOUS

8.00'-11.00' SHOULDER/LANE 4

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i f t h t t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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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 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 12/10/2021 T. NEFF-SMITH

S H E E T 2 O F 3 T Y P I C A L S E C T I O N S SURFACE (DEPTH VARIES) EXIST TYPE C BITUMINOUS

R 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

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

0.50' 0.50' VARIES VARIES 4.00' 4.50' 4.00' 6.00' VARIES EXIST ROW VARIES EXIST ROW 0.50' VARIES 0.50' 0.50' VARIES VARIES 4.00' 4.00' 12.00' 12.00' 12.00' 12.00' 12.00' VARIES EXIST ROW VARIES EXIST ROW 5.00' 11.00'-22.00' 0.00'-8.00' 0.50' 0.50' VARIES VARIES 4.00' 4.50' 4.00' 6.00' VARIES EXIST ROW VARIES EXIST ROW 8.00'-22.00' 0.00'-8.00' 1.00' P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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:

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SHEET NOTES

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e d o c u m e n t s i n t e n d e d t o ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

i f i t i p

15O, 16O, 16N, 17N R.G. OF 65 T. WELZ R E S U R F A C I N G C R A I G R O A D OTHERWISE NOTED. CONNECTING ASPHALT SIDE STREETS UNLESS TO THE END OF RADIUS RETURN ON MILLING AND OVERLAY LIMITS SHALL EXTEND 1) LEGEND REMOVE CONCRETE SLAB PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N

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 12/10/2021 T. NEFF-SMITH

D I E R B E R G S DETAIL A RAMP SEE CURB PULLBOX TRAFFIC UTILITY POLE VALVE WATER BURIED CABLE SIGN VALVE WATER UTILITY POLE UTILITY POLE PULLBOX TRAFFIC VALVE WATER SPRINKLER CONCRETE WALL SIGNAL TRAFFIC SPRINKLER PULLBOX TRAFFIC SIGNAL TRAFFIC CONCRETE WALL GUARDRAIL PULLBOX TRAFFIC VALVE WATER PULLBOX ELECTRIC VALVE WATER PULLBOX FIBER OPTIC BURIED CABLE SIGN MANHOLE ELECTRIC PULLBOX TRAFFIC C O N C R E T E CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK STREET LIGHT PULLBOX TRAFFIC SIGNAL TRAFFIC PULLBOX FIBER OPTIC CONTROL BOX TRAFFIC SIGNAL SPRINKLER MANHOLE TELEPHONE UTILITY POLE SIGN SIGN VALVE WATER CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB SIGN RELOCATE T.B.R.&R. RELOCATE RELOCATE RELOCATE (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.) (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.) (UIP) (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.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) NO MSD ID MANHOLE 17N1-038S MANHOLE 17N1-0367D MANHOLE (A.T.G.) (A.T.G.) 17N1-0366D MANHOLE 17N1-0365D CURB INLET 17N1-0364D CURB INLET M A T C H L I N E S T A 6 + 5 0 S H E E T 1 O F 2 3 R O A D W A Y P L A N 1 COMM# 21-281506-KEE LOC# 17N410961 DB 12820 PG 960 11501 OLIVE BOULEVARD 11505 OLIVE LLC N\F 2 COMM# 21-28-1507-KEE LOC# 17N410950 DB 12820 PG 960 11501 OLIVE BOULEVARD 11505 OLIVE LLC N\F 79 COMM# 21-281584-KEE LOC# 17N410840 DB 7201 PG 155 11493 OLIVE BOULEVARD CAPLACO NINE INC N\F 5 COMM# 21-281510-KEE LOC# 17N430563 DB 21198 PG 2750 1001 CRAIG ROAD RNSI CITY PLACE OWNER LLC N\F COMM# 21-251509-KEE LOC# 17O640310 DB 21198 PG 2750 1 CITY PLACE DRIVE RNSI CITY PLACE OWNER LLC N\F 3 COMM# 21-281508-KEE LOC# 17N410941 DB 22446 PG 623 991 CRAIG ROAD FIVE GARAGE COMPANY N\F 4 COMM# 21-251509-KEE LOC# 17O640310 DB 21198 PG 2750 1 CITY PLACE DRIVE RNSI CITY PLACE OWNER LLC N\F D B 6 2 7 9 P G 1 2 9 A S E M E N T DB 19128 PG 1277 TRAFFIC SIGNAL EASEMENT ST LOUIS COUNTY D B 1 8 1 8 4 P G R E A S E M E N T 0 T R A F F I C S I G N A L E A S E M E N T C O N T Y D B 1 8 1 8 4 P G 1 4 9 S EW ER EAS EM N T DB 18151PG 2200 TRAFFIC SINGNAL EASEMENT DB 18184 PG 1504 SEWER EASMENT DB 7664 PG 1509 TRAFFIC SINGNAL EASEMENT DB 7823 PG 55 SIDEWALK & UTILLITY EASEMENT ST LOUIS COUNTY CRAIG ROAD EXIST ROW EXIST ROW EXIST ROW EXIST ROW PULLBOX FIBER OPTIC (U.I.P.) SIGN (U.I.P.) CITYPLACE PLAT TWO LOT 17 CITYPLACE PLAT TWO CITYPLACE PLAT TWO CITYPLACE PLAT TWO CITYPLACE LOT 10 CITYPLACE PLAT TWO DETAIL C RAMP SEE CURB DETAIL B RAMP SEE CURB TRAFFIC PULLBOX TRAFFIC SIGNAL 6 BEGIN STA. 2+10.00 RAMP REPLACEMENT RAMP REPLACEMENT NEAREST JOINT END PAVEMENT AT NEAREST JOINT END PAVEMENT AT

T E 1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0 1 1 0 0 2+00 3+00 4+00 5+00 6+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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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OLIVE BLVD CITY PLACE DR

SHEET NOTES

LEGEND

6 COMM# 21-281511-KEE LOC# 17N430420 DB 20660 PG 1634 11501 CRAIG ROAD RICH & RICH ASSOCIATES LP N\F EXIST ROW EXIST ROW EXIST ROW EXIST ROW CRAIGMOR 8

d u o n d e d t o b e I h

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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

REMOVE CONCRETE SLAB PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GAS VALVE CONCRETE WALK CONCRETE WALK PULLBOX TRAFFIC CONCRETE WALL FIRE HYDRANT FIRE HYDRANT PULLBOX TRAFFIC CABLE SIGN BURIED SIGN CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB (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.) (UIP) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) NO MSD ID DOUBLE CURB INLET 17N1-092D MANHOLE NO MSD ID MANHOLE 17N1-090D CURB INLET 17N1-094D MANHOLE 17N1-093D CURB INLET S H E E T 3 O F 2 3 R O A D W A Y P L A N M CTA H IL N E ATS 01 + 05 M ATCHLINE STA 15+00 10'PRIMUSSE PB 259 PG 11 10 WATER EASEMENT EASEMENT PB 259 PG 11 77 COMM# 21-281582-KEE LOC# 17N430365 DB 23924 PG 4028 1 NEW BALLAS PLACE KG MISSOURI-CC OWNER LLC N\F DB 12895 PG 2260 ELECTRIC EASEMENT DB 12176 PG 1049 PERMANENT SIGHT DISTANCE EASEMENT CRAIG

i b i l ity f

t s i n 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

e d o c u m e n 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 12/10/2021 T. NEFF-SMITH

e ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

11 '00 11 00 11 00 11.00 11.00 11.00 11+00 12+00 13+00 14+00 15+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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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ROAD

SHEET NOTES

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e d by t t h DESIGNED:

h i h I

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e d o c u m e n t s i n t e n d e 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

d d

d t o b e ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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 12/10/2021 T. NEFF-SMITH

REMOVE CONCRETE SLAB PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N N E W B A L L A S P L D EB ON N A IR E D R N N E W B A ALL S R D UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE GUY WIRE WOOD FENCE IRON FENCE IRON FENCE GAS VALVE CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK BURIED CABLE SIGN PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC CONTROL BOX TRAFFIC SIGNAL CONTROL BOX TRAFFIC SIGNAL SIGNAL TRAFFIC BLOCK WALL CONCRETE WALL CONCRETE WALL VALVE WATER SPRINKLER SPRINKLER PULLBOX TRAFFIC SPRINKLER SIGNAL TRAFFIC HYDRANT FIRE SIGNAL TRAFFIC PULLBOX TRAFFIC SIGNAL TRAFFIC PULLBOX TRAFFIC CONCRETE CURB DETAIL F RAMP SEE CURB RELOCATE RELOCATE SIGN SIGN SIGN SIGN YARD LIGHT SIGN 26" TREE 24" TREE SRUB 10" TREE STREET LIGHT YARD LIGHT MANHOLE TELEPHONE SIGN SRUB SIGN SIGN CONCRETE CURB (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.) (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.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.) (U.I.P.) (U.I.P.) (U.IP) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (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.) (UI.P.) (U.I.P.) (U.I.P.) 17N1-104D CURB INLET 17N1-106D CURB INLET NO MSD ID MANHOLE NO MSD ID CURB INLET NO MSD ID MANHOLE NO MSD ID MANHOLE M ENILHCTA ATS 00+51 M ATCHLINE STA 19+50 S H E E T 4 O F 2 3 R O A D W A Y P L A N AND GUTTER CONCRETE CURB EASEMENT PB 259 PG 11 PB 259 PG 11 10'WATER EASEMENT & BD 7708 GP 643 BP 952 GP 11 51 MESAE TNE 7 COMM# 21281512-KEE LOC# 17O640266 DB 22108 PG 3891 11921 CHARTER OAKS PARKWAY FPA CHARTER VDO LLC N\F DB 12176 PG 1046 TRAFFIC SIGNAL EASEMENT 76 COMM# 21-281581-KEE LOC# 17N430541 DB 23924 PG 4028 1018 CRAIG ROAD KG MISSOURI-CC OWNER LLC N\F D 1 1 7 2 6 G 1 9 S E W E E A S E N T 1 0 A S E M E T P B 3 9 P 4 9 DB 12176 PG 1049 PERMANENT SIGHT DISTANCE EASEMENT BP 621 GP 48 TNEMESAE'51 LOC# 17N430233 DB 23728 PG 3539 1201 CRAIG ROAD BARBARA K. GLASSMAN N\F 8 PB 339 PG 49 10'EASEMENT DB 2554 PG 75 & 2927 PG 121 EASEMENT FOR WATER PIPE 6 COMM# 21-281511-KEE LOC# 17N430420 DB 20660 PG 1634 11501 CRAIG ROAD RICH & RICH ASSOCIATES LP N\F 75 COMM# 21-281580-KEE LOC# 16N111522 DB 10821 PG 2395 11923 MOORLAND WOODS CIRCLE BOARD OF DIRECTORS ENCLAVE AT MOORLANDS ESTATES N\F EXIST ROW EXIST ROW EXIST ROW SRUB LINE LIGHT YARD METER WATER CRAIGMOR PT VAC R-O-W CHARTER OAKS PLAT NO ONE & LOT 12 PLAT 1 BON COEUR GARDENS LASHLEY ESTATE ESTATES (THE) ENCLAVE AT MOORLAND CRAIG ROAD DETAIL F RAMP SEE CURB DETAIL H SEE CURB RAMP DETAIL H RAMP SEE CURB DETAIL G RAMP SEE CURB DETAIL G RAMP SEE CURB DETAIL H SEE CURB RAMP 9

NO 2 T 11'00. 11 '00 11 '00 11.00 15+00 16+00 17+00 18+00 19+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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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LEGEND

SHEET NOTES

o b e

LOC# 17N430233 DB 23728 PG 3539 1201 CRAIG ROAD BARBARA K. GLASSMAN N\F 8 LOC# 16N110055 DB 21747 PG 498 1211 CRAIG ROAD RKCC2KV LLC N\F LOC# 16N110121 DB 14502 PG 250 1219 CRAIG ROAD VANNA TRAN N\F LOC# 16N11065 DB 21934 PG 854 1225 CRAIG ROAD SYED ABBAS RAZA N\F LOC# 16N110198 DB 23346 PG 1653 2131 CRAIG ROAD JACOB NOLAN N\F LOC# 16N110242 DB 23348 PG 335 1237 CRAIG ROAD ERIC D. & STEPHANIE A. SALLER N\F LOC# 16N110880 DB 22359 PG 672 1238 CRAIG ROAD DENIS M. & ELIZABETH FREEMAN NEIDRAUER N\F LOC# 16N110752 DB 23198 PG 58 1224 CRAIG ROAD JOHN A. & SHARON L. SNEED N\F 75 COMM# 21-281580-KEE LOC# 16N111522 DB 10821 PG 2395 11923 MOORLAND WOODS CIRCLE BOARD OF DIRECTORS ENCLAVE AT MOORLANDS ESTATES N\F PB 339 PG 49 RETAINING WALL EASEMENT 10 EASEMENT PB 339 PG 49 10 EASEMENT PB 339 PG 49 PB 339 PG 49 10'RETAING WALL AND ACCESS EASEMENT B 3 3 9 4 9 R E T A I N W A L L E M E N T E A S E M T 7 5 T P B 9 9 P G 8 7 5 E A S E M E 9 P G 8 1 M O O R L A N D W O O D S C T EXIST ROW EXIST ROW EXIST ROW EXIST ROW LOT 12 PLAT 1 BON COEUR GARDENS LOT 11 PLAT 1 BON COEUR GARDENS LOT 10 PLAT 1 BON COEUR GARDENS LOT 9 PLAT 1 BON COEUR GARDENS LOT 8 PLAT 1 BON COEUR GARDENS LOT 7 PLAT 1 BON COEUR GARDENS ESTATES (THE) ENCLAVE AT MOORLAND LASHLEY ESTATE PT 8 BDY ADJ LASHLEY WM ESTATE LOT WATER VALVE WATER VALVE 10

l l t h h I h

y l i i d t t

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

h i h DESIGNED:

by d i l i i f t

i f i t i p

i b i l ity f

y s e ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

d u o 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 12/10/2021 T. NEFF-SMITH

NO 3 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 20+00 21+00 22+00 23+00 24+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p

f t h l i g

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

CRAIG ROAD

SHEET NOTES

e n

s i n

y l i i d n d e d t o b e I h

d u o i f t h t t h DESIGNED:

l l t h h t

by d i l i t

h i h b

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 o c u m ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

i b i l ity f

i f i t i p

15O, 16O, 16N, 17N R.G. OF 65 T. WELZ R E S U R F A C I N G C R A I G R O A D 1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED. LEGEND REMOVE CONCRETE SLAB PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N D A Y K IN D R N HEI A U S NL UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE GUY WIRE VINYL FENCE CONCRETE WALK CONCRETE W ALK CONCRETE W ALK C O C R T E W ALK C O N C R ET E W ALK CONCRETE WALK MAILBOX MAILBOX MAILBOX MAILBOX PULLBOX TRAFFIC WOOD TIEWALL FIRE HYDRANT POLE UTILITY DETAIL I RAMP SEE CURB SHRUB LINE TREE CLUMP 18" TREE 48" TREE LIGHT YARD 36" TREE 24" TREE SHRUB LINE 28" TREE PULLBOX TELEPHONE SIGN SIGN SIGN CONCRETE WALK CONCRETE WALK RELOCATE AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB (A.T.G.) (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.) (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.) (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.) (U.I.P.) (U.I.P.) (U.I.P.) 16N4-226D CURB INLET NO MSD ID MANHOLE NO MSD ID CURB INLET 16N4-228D MANHOLE 16N4-065D CURB INLET 16N4-063D CURB INLET S H E E T 6 O F 2 3 R O A D W A Y P L A N M ATCHLINE STA 24+50 VALVE WATER M ATCHLINE STA 29+00 CRAIG ROAD 9 COMM# 21-281514-KEE LOC# 16N110275 DB 24326 PG 56 1243 CRAIG ROAD JUSTIN W. & BRIANNA N. BARBER N\F 10 COMM# 21-281515-KEE LOC# 16N110303 DB 4888 PG 526 1251 CRAIG ROAD LYNN E. & CONSTANCE C. KENNEDY N\F LOC# 16N110352 DB 11541 PG 1217 1259 CRAIG ROAD ERVIN BERNICE EVERETT N\F 11 COMM# 21-281516-KEE LOC# 16N110404 DB 13215 PG 1424 1267 CRAIG ROAD ANGELINE LUEDEMANN N\F 12 COMM# 21-281517-KEE LOC# 16N110413 DB 23132 PG 2027 1301 CRAIG ROAD TIFFANY ESTES N\F LOC# 16N110761 DB 19679 PG 3069 11977 NIEHAUS LANE GAYLE L. DORSHOW N\F 69 70 COMM# 21-281575-KEE LOC# 16N110981 DB 11512 PG 630 11978 NIEHAUS LANE WILLIAM S. & TAMRA L. STEWART N\F 71 COMM# 21-281576-KEE LOC# 16N111012 DB 10549 PG 973 11499 DAYKIN DRIVE MOORLANDS ESTATES BOARD OF DIRECTORS N\F 72 COMM# 21-281577-KEE LOC# 16N111034 DB 20759 PG 1186 11499 DAYKIN DRIVE NUSAYBA BAGEGNI ALI BAGEGNI & SOUAD BEN-HAG & N\F 73 COMM# 21-281578-KEE LOC# 16N111430 DB 22732 PG 1329 11498 DAYKIN DRIVE CHUAN XIA ZHENG & FENG YU CHEN N\F 74 COMM# 21-281579-KEE LOC# 16N111023 DB 10549 PG 973 11498 DAYKIN DRIVE MOORLANDS ESTATES BOARD OF DIRECTORS N\F & EASEMENT COMMON GROUND DB 10668 PG 2475 PARTIALLY VACATED BY EASEMENT PB 337 PG 30 ENTRANCE MONUMENT B 3 3 7 P G 3 0 10 EAS EM EN T P B 3 3 7 P G 3 10 EAS E EN T DB 10668 PG 2475 PARTIALLY VACATED BY EASEMENT PB 337 PG 30 ENTRANCE MONUMENT & EASEMENTCOMMON GROUND 0 E A E M E N P B 0 P G 5 3 1 0 E A S E M E N T PB 307 PG 69 10'EASEMENT PB 307 PG 6910'EASEMENT 7 TNEMESAE BP 99 GP 18 7 TNEMESAE BP 99 GP 18 EXIST ROW EXIST ROW EXIST ROW EXIST ROW CONTROL BOX TELEPHONE WATER VALVE UTILITY POLE VALVE WATER LOT 6 PLAT 1 BON COEUR GARDENS LOT 5 PLAT 1 BON COEUR GARDENS LOT 4 PLAT 1 BON COEUR GARDENS LOT 3 PLAT 1 BON COEUR GARDENS LOT 2 PLAT 1 BON COEUR GARDENS PLAT ONE MOORLAND ESTATES LOT 90 PLAT ONE MOORLAND ESTATES LOT 1 PLAT ONE MOORLAND ESTATES PLAT ONE MOORLAND ESTATES LOT PT 8 (AKA CRAIG LASHLEY WM ESTATE LOT A PT 4 RESUB MCDONALD ACRES LOT DETAIL I RAMP SEE CURB DETAIL J RAMP SEE CURB DETAIL J RAMP SEE CURB DETAIL I RAMP SEE CURB DETAIL J RAMP SEE CURB 11 NEAREST JOINT END PAVEMENT AT NEAREST JOINT END PAVEMENT AT

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

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 12/10/2021 T. NEFF-SMITH

NO 4 11 00 ' 11 00 ' 11 '00 11 '00 25+00 27+00 28+00 29+00 26+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p

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h l i g

SHEET NOTES

h i h d t o b e I h

y l i i d d

d u o b

e d by i f t h t t h DESIGNED:

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

e d o c u m e n t s i 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

n t e n ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

h l i g

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 12/10/2021 T. NEFF-SMITH

15O, 16O, 16N, 17N R.G. OF 65 T. WELZ R E S U R F A C I N G C R A I G R O A D 1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED. LEGEND REMOVE CONCRETE SLAB PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N C R A I G M A N O R D R UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE VINYL FENCE VINYL FENCE GAS VALVE GAS VALVE CONCRETE WALK CONCRETE WALK C O N C R ET E W LK CONCRETE WALK MAILBOX MAILBOX MAILBOX MAILBOX PULLBOX TRAFFIC STONE WALL BLOCK WALL METER WATER METER WATER FIRE HYDRANT MANHOLE TELEPHONE 10" TREE SHRUB LINE BRUSH LINE STREET LIGHT 30" TREE SHRUB LINE 6" TREE DETAIL K RAMP SEE CURB YARD LIGHT SIGN SIGN AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB (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.) (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.) NO MSD ID MANHOLE NO MSD ID MANHOLE 16N4-278D AREA INLET 16N4-068S MANHOLE M ATC H LI N E STA 29 + 00 (U.I.P.) M A T C H L I N E S T A 3 3 + 0 0 S H E E T 7 O F 2 3 R O A D W A Y P L A N CRAIG ROAD P B 3 0 7 P G 9 0 EAS EM N T P 3 5 P G 3 3 1 5 EAS M EN LOC# 16N110761 DB 19679 PG 3069 11977 NIEHAUS LANE GAYLE L. DORSHOW N\F 69 68 COMM# 21-281573-KEE LOC# 16N111715 DB 24294 PG 4383 11816 CRAIG MANOR DRIVE & MINAAL VERMA PRASHANTH KONATHAM HARIBABU N\F 67 COMM# 21-281572-KEE LOC# 16N111782 DB 17676 PG 1580 11817 CRAIG MANOR DRIVE THATCHER W. & HEATHER S. BELL N\F 66 COMM# 21-281571-KEE LOC# 16N131021 DB 22626 PG 464 1330 CRAIG ROAD AARON M. FRIMEL N\F LOC# 16O320844 DB 7105 PG 2145 1327 CRAIG ROAD DAVID L. & SHIRLEY A. SCHRUMPF N\F 13 COMM# 21-281518-KEE LOC# 16O320624 DB 20690 PG 1629 DB 20568 PG 4135 & 1321 CRAIG ROAD CHARLES & TAMORA RENNER N\F LOC# 16N110440 DB 20176 PG 1358 1309 CRAIG ROAD HUI LI N\F 12 COMM# 21-281517-KEE LOC# 16N110413 DB 23132 PG 2027 1301 CRAIG ROAD TIFFANY ESTES N\F PB 307 PG 69 10 EASEMENT SEWER EASEMENT DB 4725 PG 235 AS S O W O N P B 1 66 P G 4 1 EA EM EN T ER B 2 64 1 G D B 65 6 2 0 S EW ER AS E EN D P G 2 5 5 S E W E R E A S E EXIST ROW EXIST ROW EXIST ROW EXIST ROW MANHOLE 16N4-154S LOT A PT 4 RESUB MCDONALD ACRES LOT LOT 1 ROAD (THE) MANORS AT CRAIG LOT 10 ROAD (THE) MANORS AT CRAIG LOT 39 CRAIG HILLS PLAT 2 LOT 2 PLAT 1 BON COEUR GARDENS LOT 1 PLAT 1 BON COEUR GARDENS PEMBROOKE DETAIL K RAMP SEE CURB DETAIL K RAMP SEE CURB 12 DETAIL K RAMP SEE CURB NEAREST JOINT END PAVEMENT AT

NO 5 T 1 1 0 0 1 1 0 0 1 1 0 0 ' 1 1 0 0 29+00 30+00 31+00 32+00 33+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p t

SHEET NOTES

e d by b e I h

y s e b

h i h

d u o

e d o c u m e n t s i i f t h 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

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

d d

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

n t e n d e d t o 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 12/10/2021 T. NEFF-SMITH

15O, 16O, 16N, 17N R.G. OF 65 T. WELZ R E S U R F A C I N G C R A I G R O A D 1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED. LEGEND REMOVE CONCRETE SLAB PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N C R A I G V I E W D R UTILITY POLE UTILITY POLE UTILITY POLE GAS VALVE CONCRETE WALK CONCRETE WALK C E T E W A L C E W A L K CONCRETE WALK MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX PULLBOX TRAFFIC PULLBOX TRAFFIC BLOCK WALL BLOCK WALL VALVE WATER VALVE WATER DETAIL L RAMP SEE CURB STREET LIGHT SHRUB LINE 16" TREE 36" TREE YARD LIGHT YARD LIGHT 32" TREE SHRUBS SHRUBS SIGN SIGN SIGN SIGN SIGN SIGN AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB (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.) (U.I.P.) (U.I.P.) NO MSD ID CURB INLET 16O3-090D CURB INLET NO MSD ID MANHOLE 16O3-089D CURB INLET DOUBLE M A T C H L I N E S T A 3 3 + 0 0 S H E E T 8 O F 2 3 R O A D W A Y P L A N M A T C H L I N E S T A 3 8 + 0 0 CRAIG ROAD P G 4 1 0 W I D E E A S 5 E A S P B 1 6 6 P P G 7 6 7 5 E A S 9 5 P G 7 6 7 5 E A S LOC# 16O320844 DB 7105 PG 2145 1327 CRAIG ROAD DAVID L. & SHIRLEY A. SCHRUMPF N\F 14 COMM# 21-281519-KEE LOC# 16O320853 DB 6857 PG 1892 12000 CRAIG VIEW DRIVE PEMBROOKE SUBDIVISION TRUSTEES N\F 15 COMM# 21-281520-KEE LOC# 16O320837 DB 6857 PG 1892 12001 CRAIG VIEW DRIVE PEMBROOKE SUBDIVISION TRUSTEES N\F LOC# 16O341010 DB 9135 PG 183 1343 CCRAIG ROAD FRANKLIN R. WILLI N\F LOC# 16O341001 DB 21554 PG 2895 1347 CRAIG ROAD MICHAEL R. & KATHRYNE A. BURNS N\F LOC# 16O340992 DB 13443 PG 644 1353 CRAIG ROAD ROBERT JOSEPH & SHERRY ANN KENNEDY N\F LOC# 16O340983 DB 22539 PG 393 1365 CRAIG ROAD REJ PROPERTIES LLC N\F LOC# 16O340251 DB 22918 PG 2996 1358 CRAIG ROAD SHANE GEGG N\F LOC# 16O310196 DB 20082 PG 3438 1352 CRAIG ROAD LINDELL & ANGELIA KENT N\F LOC# 16O340152 DB 11989 PG 1103 1346 CRAIG ROAD RONALD J. & HARRIET M. JUNG N\F 65 COMM# 21-281570-KEE LOC# 16O340097 DB 22610 PG 3046 1340 CRAIG ROAD HANNAH J. MORGAN N\F 66 COMM# 21-281571-KEE LOC# 16N131021 DB 22626 PG 464 1330 CRAIG ROAD AARON M. FRIMEL N\F C R A I G V I E W D R EXIST ROW EXIST ROW EXIST ROW EXIST ROW LOT 10 ROAD (THE) MANORS AT CRAIG PEMBROOKE PEMBROOKE PEMBROOKE LOT 1 CRAIG OAKS LOT 2 CRAIG OAKS LOT 3 CRAIG OAKS LOT 41 CRAIG HILLS PLAT 1 LOT 42 CRAIG HILLS PLAT 1 LOT 43 CRAIG HILLS PLAT 1 LOT 44 CRAIG HILLS PLAT 1 DETAIL L RAMP SEE CURB DETAIL L RAMP SEE CURB DETAIL L RAMP SEE CURB 13 NEAREST JOINT END PAVEMENT AT NEAREST JOINT END PAVEMENT AT

NO 6 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 33+00 34+00 35+00 36+00 37+00 38+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p t

f t h l i g

SHEET NOTES

t e n d e d

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

PB 95 PG 48 SEW ER EASEMENT LOC# 16O340983 DB 22539 PG 393 1365 CRAIG ROAD REJ PROPERTIES LLC N\F LOC# 16O340828 DB 14127 PG 2184 1371 CRAIG ROAD RICHARD FULLER N\F 16 COMM# 21-281521-KEE LOC# 16O340819 DB 12141 PG 730 1389 CRAIG ROAD NORBERT R. & LILLIAN L. MUELLER N\F LOC# 16O340781 DB 17269 PG 2621 12000 ORCHARD VIEW DRIVE JAMES HERBERT & TARREN DENISE FRITZ HOERCHLER N\F 17 63 COMM# 21-281568-KEE LOC# 16O340507 DB 13711 PG 925 1400 CRAIG ROAD BENJAMIN & MARTA ABURTO N\F 64 COMM# 21-281569-KEE LOC# 16O340433 DB 23838 PG 5104 1384 CRAIG ROAD KATIE MICHELLE MARINO ALEXANDER MARK SIMPHER & N\F LOC# 16O340383 DB 23600 PG 3672 1376 CRAIG ROAD TAM H. TRAN N\F LOC# 16O340323 DB 22890 PG 765 1370 CRAIG ROAD MY STL HOME LLC N\F LOC# 16O340305 DB 23632 PG 4233 1364 CRAIG ROAD KEVIN SR. & LISA MONTGOMERY N\F LOC# 16O340251 DB 22918 PG 2996 1358 CRAIG ROAD SHANE GEGG N\F P B 1 4 P G 6 8 0 E A S M E N T G 7 6 7 5 E A S E M E G 7 6 7 5 E A S E M EXIST ROW EXIST ROW EXIST ROW EXIST ROW WATER VALVE LOT 44 CRAIG HILLS PLAT 1 LOT 45 CRAIG HILLS PLAT 1 LOT 46 CRAIG HILLS PLAT 1 LOT 47 CRAIG HILLS PLAT 1 LOT 48 CRAIG HILLS PLAT 1 LOT 3 CRAIG HILLS PLAT 1 LOTS 1 THRU 5 RESUB ORCHARD LAKES VIEW DETAIL M SEE CURB RAMP DETAIL M SEE CURB RAMP 14 NEAREST JOINT END PAVEMENT AT

l l t h h t o b e I h

y s e

e d by

by d i l i i f t h t t h DESIGNED:

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

d u o ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

h l i g

y l i i 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 12/10/2021 T. NEFF-SMITH

1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 38+00 39+00 40+00 41+00 42+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p t

ROAD

SHEET NOTES

ROAD

d u o d t o b e I h

LOC# 16O340781 DB 17269 PG 2621 12000 ORCHARD VIEW DRIVE JAMES HERBERT & TARREN DENISE FRITZ HOERCHLER N\F 17 18 COMM# 21-281523-KEE LOC# 16O340772 DB 22138 PG 875 12003 ORCHARD VIEW DRIVE LAN LE LAM N\F LOC# 16O341087 DB 23328 PG 2537 1425 CRAIG ROAD YAHL CONTRACTING INC. N\F LOC# 16O341076 DB 23328 PG 2537 1429 CRAIG ROAD YAHL CONTRACTING INC. N\F LOC# 16O341065 DB 23328 PG 2537 1433 CRAIG ROAD YAHL CONTRACTING INC. N\F 19 COMM# 21-281563-KEE LOC# 16O620731 DB 17269 PG 4801 1448 CRAIG ROAD OF ST. LOUIS INC. COOPERATING SCHOOL DISTRICT N\F 58 LOC# 16O340763 DB 22422 PG 1872 1434 CRAIG ROAD KTMS LLC N\F 59 L O C # 1 6 O 3 4 1 0 5 4 D B 2 1 2 2 6 P G 2 4 2 1 4 1 4 C R A I G R O A D M I C H A E L D A L E M A T H I S N \ F 61 COMM# 21-281566-KEE LOC# 16O341054 DB 10292 PG 2125 1414 CRAIG ROAD MICHAEL DALE MATHIS N\F 62 COMM# 21-281567-KEE LOC# 16O340543 DB 19704 PG 2416 1404 CRAIG ROAD BETTY Y. DUNN N\F 63 COMM# 21-281568-KEE LOC# 16O340507 DB 13711 PG 925 1400 CRAIG ROAD BENJAMIN & MARTA ABURTO N\F D B 2 9 3 9 3 4 1 0 E A E M E N P B 1 7 1 P G 2 1 E N T P B 1 1 4 P G 6 1 0 A S E M N T D 5 6 6 7 G 3 2 W A T E A S E N T EXIST ROW EXIST ROW EXIST ROW EXIST ROW COMM# 21-281524-KEE LOC# 16O340965 DB 23840 PG 517 1449 CRAIG ROAD CATHERINE ANNE CHUA WALKER JEFF WALKER & N\F P B 5 P G 7 6 5 E A S M E N T WATER VALVE NO MSD ID DOUBLE CURB INLET LOT 3 CRAIG HILLS PLAT 1 LOT 2 CRAIG HILLS PLAT 1 LOT 1 CRAIG HILLS PLAT 1 36-46-5 BDY & SECTION SECTION 34-46-5 LOTS 1 THRU 5 RESUB ORCHARD LAKES VIEW ORCHARD LAKES VIEW LOT 3 CRAIG MEADOWS LOT 2 CRAIG MEADOWS LOT 1 CRAIG MEADOWS LOT 35 MEREWOOD DETAIL N SEE CURB RAMP DETAIL N SEE CURB RAMP DETAIL N SEE CURB RAMP 15 DETAIL N SEE CURB RAMP NEAREST JOINT END PAVEMENT AT

h i h n d

y s e i f t h t t h DESIGNED:

y l i i d

l l t h h

d d

e d by b

by d i l i

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

i b i l ity f

e ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

n t e 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

e d o c u m e n t s 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 12/10/2021 T. NEFF-SMITH

NO 7 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 43+00 44+00 45+00 46+00 47+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p t

f t

h l i g

SHEET NOTES

e d by o b e I h

y s e b

h i h

d u o

e d o c u m e n t s i i f t h 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

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

d d

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

n t e n d e d t 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 12/10/2021 T. NEFF-SMITH

NO 8 W T W 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 48+00 49+00 50+00 51+00 52+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p t

f t h l i g

SHEET NOTES

y s e b

e d by e I h

d u o

h i h

y l i i d

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

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

d d

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

t e n d e d t o 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 12/10/2021 T. NEFF-SMITH

UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GAS VALVE GAS VALVE CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK MAILBOX MAILBOX BOOK EXCHANGE BOX PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC SIGNAL TRAFFIC CONTROL BOX TRAFFIC SIGNAL BLOCK WALL VALVE WATER WATER MANHOLE DETAIL Q RAMP SEE CURB YARD LIGHT 18" TREE SHRUB LINE SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SHRUB SHRUB HYDRANT FIRE AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB (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.) (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.) (T.B.R.) (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.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) NO MSD ID CURB INLET 16O2-114S MANHOLE NO MSD ID CURB INLET 16O2-115S MANHOLE S H E E T 1 2 O F 2 3 R O A D W A Y P L A N M A T C H L I N E S T A 5 2 + 0 0 M A T C H L I N E S T A 5 7 + 0 0 LIGHT YARD LINE SHRUB POLE UTILITY CRAIG ROAD 21 COMM# 21-281526-KEE LOC# 16O610914 DB 4440 PG 224 1485 CRAIG ROAD MOUNT ZION METHODIST CHURCH N\F LOC# 16O610905 DB 19126 PG 771 1491 CRAIG ROAD WILLIAM T. & SARAH MENEES N\F 22 COMM# 21-281527-KEE LOC# 16O610932 DB 12037 PG 539 1499 CRAIG ROAD ANDRE J. GARAMELLA N\F 23 COMM# 21-281528-KEE LOC# 16O610873 DB 14637 PG 911 12005 LAKE MEADE DRIVE KARL W. & MICHELLE E. RICKARD N\F 57 COMM# 21-281562-KEE LOC# 16O620713 DB 5511 PG 546 DB 5225 PG 559 & 1492 CRAIG ROAD PARKWAY SCHOOL DISTRICT N\F CITY DB 752 PG 465 100'WIDE WATER EASEMENT P B 1 0 7 P G 4 4 DB 2008 PG 57 WATER EASEMENT DB 2008 PG 57 WATER EASEMENT DB 12440 PG 1050 10'TELEPHONE EASEMENT 15'EASEMENT PB 118 PG 84 EXIST ROW EXIST ROW EXIST ROW EXIST ROW TRAFFIC SIGNAL WATER VALVE TWN 46 RANGE 5 SURVEY 0000 SEC 34 ORCHARD LAKES PLAT 7 ORCHARD LAKES PLAT 7 PLAT 7 ORCHARD LAKES SECTION 36-46-5 BDY SECTION 34-46-5 & LOT B-1 DETAIL P RAMP SEE CURB AND GUTTER CONCRETE CURB (U.I.P.) DETAIL P RAMP SEE CURB DETAIL Q RAMP SEE CURB 17 RAMP REPLACEMENT RAMP REPLACEMENT RAMP REPLACEMENT NEAREST JOINT END PAVEMENT AT NEAREST JOINT END PAVEMENT AT

W W 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 52+00 53+00 54+00 55+00 56+00 57+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p t

f t h l i g

LAKE M EADE DR

SHEET NOTES

GARDEN GATE DR

d u o d t o b e I h

y s e i f t h t t h DESIGNED:

y l i i d t

h i h d

e d by b

l l t h h

i f i t i p

by d i l i

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

e n ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

UTILITY POLE UTILITY POLE GUY WIRE WOOD FENCE WOOD FENCE CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX PULLBOX TRAFFIC PULLBOX TRAFFIC GAS VALVE VALVE WATER POLE UTILITY CONCRETE WALK DETAIL R RAMP SEE CURB 20" TREE MANHOLE TELEPHONE SIGN SIGN SIGN SHRUB SHRUB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB (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.) (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.) (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.) NO MSD ID MANHOLE NO MSD ID CURB INLET M A T C H L I N E S T A 5 7 + 0 0 S H E E T 1 3 O F 2 3 R O A D W A Y P L A N M A T C H L I N E S T A 6 1 + 0 0 CRAIG ROAD 23 COMM# 21-281528-KEE LOC# 16O610873 DB 14637 PG 911 12005 LAKE MEADE DRIVE KARL W. & MICHELLE E. RICKARD N\F 24 COMM# 21-281529-KEE LOC# 16O610862 DB 17074 PG 4942 1527 CRAIG ROAD SYLVIA NICOZISIN N\F 25 COMM# 21-281530-KEE LOC# 16O610884 DB 19849 PG 1452 1533 CRAIG ROAD DIANE M. FLOERCHINGER N\F LOC# 16O610895 DB 20560 PG 3075 1539 CRAIG ROAD RADHEY & SHASHI GUPTA N\F LOC# 16O610923 DB 22506 PG 174 1545 CRAIG ROAD TIM & ASHTON OTOOLE N\F 26 54 COMM# 21-281559-KEE LOC# 16O610721 DB 22436 PG 2940 1542 CRAIG ROAD DAN 3 CHER LLC N\F 55 COMM# 21-281560-KEE LOC# 16O610620 DB 23170 PG 2976 12047 GARDENGATE DRIVE DANIEL J. & ALICIA R. JAMES N\F 56 COMM# 21-281561-KEE LOC# 16O610510 DB 9399 PG 1997 12042 GARDENGATE DRIVE HOLLY A. & GREGORY M. LANZA N\F 57 COMM# 21-281562-KEE LOC# 16O620713 DB 5511 PG 546 DB 5225 PG 559 & 1492 CRAIG ROAD PARKWAY SCHOOL DISTRICT N\F DB 2008 PG 57 WATER EASEMENT P B 1 0 7 P G S E M E N T 1 0 8 P G 4 6 5 E A S DB 5247 PG 105 WATER EASEMENT DB 2008 PG 57 WATER EASEMENT PB 108 PG 4610'EASEMENT PB 111PG 3410'EASEMENT E L E C T R I C E A S E M G 3 1 3 E L E C T R C B 6 0 3 9 P G 3 1 3 5 E A S E M E N T P A S E M E N T P B 1 1 8 P G 8 7.5'EASEMENT PB 118 PG 84 7.5'EASEMENT PB 118 PG 84 5'EASEMENT PB 118 PG 84 5'EASEMENT PB 118 PG 84 DB 6404 PG 1200 ENTRANCE MONUMENTEASEMENT FOR 15'EASEMENT PB 118 PG 84 DB 12440 PG 1050 10'TELEPHONE EASEMENT 5'EASEMENT PB 118 PG 84 EXIST ROW EXIST ROW EXIST ROW EXIST ROW RELOCATE TRAFFIC SIGNAL SECTION 36-46-5 BDY SECTION 34-46-5 & LOT B-1 ORCHARD LAKES PLAT 7 PLAT 1 ORCHARD LAKES ADDITION PLAT 1 ORCHARD LAKES ADDITION PLAT 1 ORCHARD LAKES ADDITION PLAT 1 WESTWAY ACRES LOT 15 BROOKDALE ADD PLAT 6 LOT 16 PLAT SIX BROOKDALE ADD LOT 31 PLAT SIX BROOKDALE ADD DETAIL R RAMP SEE CURB DETAIL R RAMP SEE CURB 18 NEAREST JOINT END PAVEMENT AT

e d o c u m e n t s 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 12/10/2021 T. NEFF-SMITH

NO 9 T 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 57+00 58+00 60+00 61+00 59+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p t

f t

h l i g

d d

1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED.

LEGEND REMOVE CONCRETE SLAB

LOC# 16O610923 DB 22506 PG 174 1545 CRAIG ROAD TIM & ASHTON OTOOLE N\F

AND GUTTER CONCRETE CURB LOT 30

WATER EASEMENT DB 2008 PG 57 WATER EASEMENT

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

P B 1 1 P

DETAIL S RAMP SEE CURB

DB 2008 PG 57

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

PLAT 1 WESTWAY ACRES PLAT 6 BROOKDALE ADD

VALVE WATER DETAIL S RAMP SEE CURB AND GUTTER CONCRETE CURB

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

CONCRETE WALK MAILBOX

EXIST ROW WATER VALVE

UTILITY POLE

NOTES T R A IL W A Y S D R PS R U EC H A V NE

NO MSD ID MANHOLE

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

16O2-071S MANHOLE NO MSD ID DOUBLE CURB INLET NO MSD ID CURB INLET

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

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

CONCRETE WALK CONCRETE WALK

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

NEAREST JOINT END PAVEMENT AT NEAREST JOINT END PAVEMENT AT

CRAIG ROAD

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

SIGN

DETAIL S RAMP SEE CURB DETAIL S RAMP SEE CURB

MAILBOX MAILBOX

EXIST ROW

POLE UTILITY 16O2-148D CURB INLET

CONCRETE WALK

GUY WIRE GUY WIRE VINYL FENCE

3 4 2 5 EAS EM N T EXIST ROW EXIST ROW

TRAFFIC PULLBOX 16O2-096D DOUBLE CURB INLET

DB 2008 PG 57

WATER EASEMENT

STREET LIGHT

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

D R

EASEMENT PB 118 PG 84

52 COMM# 21-281557-KEE LOC# 16O630024 DB 13401 PG 894 12081 SPRUCE HAVEN DRIVE CARL & MIRIAM K. OTOYA N\F 53 COMM# 21-281558-KEE LOC# 16O610752 DB 6846 PG 2200 12080 SPRUCE HAVEN DRIVE HERZI B. & HANNAH S. LOCKS N\F BP 811 GP 48 TNEMESAE PB 118 PG 845'EASEMENT PB 118 PG 845'EASEMENT

27 COMM# 21-281532-KEE LOC# 16O610840 DB 21908 PG 341 12103 TRAILWAYS DRIVE ANGELA D. & JEFFERY M. BOSCH N\F LOC# 16O630695 DB 13911 PG 2345 1573 CRAIG ROAD JACQUELINE J. GUERRA N\F LOC# 16O630714 DB 14787 PG 396 1575 CRAIG ROAD DANIEL & JANE E. KENDRICK N\F LOC# 16O6313003 DB 3403 PG 235 1625 CRAIG ROAD UNION ELECTRIC COMPANY N\F LOC# 16O640917 & DB 1160 PG 189 DB 3403 PG 233 1610 CRAIG ROAD UNION ELECTRIC COMPANY N\F

PULLBOX TRAFFIC

LOT 32 PLAT 6 BROOKDALE ADD

AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB

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

CONCRETE WALK

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

16O2-146D MANHOLE 16O2-144D CURB INLET

SHEET PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N

BRUSH LINE 22" TREE

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

h i h t e n d e d t o b e I h

DETAIL S RAMP SEE CURB 19

d u o b

y l i i d

by d i l i

l l t h h

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

d d

i b i l ity f

e d by i f t h t t h DESIGNED:

t s i n ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

e d o c u m e n 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

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 12/10/2021 T. NEFF-SMITH

M ENILHCTA ATS 00+16 M ATCHLINE STA 66+00 S H E E T 1 4 O F 2 3 R O A D W A Y P L A N

T. WELZ

15O, 16O, 16N, 17N R.G. OF 65

NO 10 11'0011'00. 1100 '1100 ' 61+00 62+00 63+00 64+00 65+00 66+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

y p t

h l i g

SHEET NOTES

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

d u o

h i h

e d by

y s e

y l i i d

b DESIGNED:

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

d d

y p t f t h l i g

j t d f

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

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 12/10/2021 T. NEFF-SMITH

15O, 16O, 16N, 17N R.G. OF 65 T. WELZ R E S U R F A C I N G C R A I G R O A D 1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED. LEGEND REMOVE CONCRETE SLAB PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N FA H R P A R K LN T A N G L E T R E E D R PULLBOX FIBER OPTIC UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE WOOD FENCE WOOD FENCE ALUMINUM FENCE GAS VALVE CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK MAILBOX MAILBOX BURIED CABLE SIGN PULLBOX TRAFFIC VALVE WATER VALVE WATER FIRE HYDRANT AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB SIGN SIGN SIGN SIGN BRUSH LINE PEDEDSTAL TELEPHONE SIGN 28" TREE 44" TREE SHRUB LINE 36" TREE 24" TREE STREET LIGHT RELOCATE RELOCATE (A.T.G.) (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.) (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.) NO MSD ID MANHOLE 16O2-149D CURB INLET 16O2-097D CURB INLET M A T C H L I N E S T A 6 6 + 0 0 S H E E T 1 5 O F 2 3 R O A D W A Y P L A N M ENILHCTA ATS 00+17 CRAIG ROAD LOC# 16O631289 DB 17353 PG 510 1618 FAHRPARK COURT TODD A. & KSENIA MIRLY N\F LOC# 16O631290 DB 23768 PG 3990 1624 FAHRPARK COURT BRIAN C. & DANA A. GRANDBERRY N\F COMM# 21-281533-KEE LOC# 16O631300 DB 10615 PG 229 1628 FAHRPARK COURT MICHAEL D. & JANICE E. STIPANOVICH N\F 28 29 COMM# 21-281534-KEE LOC# 16O631058 DB 17891 PG 4598 12101 FAHRPARK LANE AMANUEL GHEBRETINSAE & EDEN TESFU N\F LOC# 16O630301 DB 20180 PG 4235 1656 CRAIG ROAD RENATE C. HAWN N\F LOC# 16O630277 DB 20418 PG 3749 1650 CRAIG ROAD EUGENE P. III & BETHANY S. BUESCHER N\F 50 LOC# 16O630222 DB 23592 PG 1076 12095 TANGLETREE DRIVE GREGORY A. LEE & ANDREA JOHNSON-LEE N\F 51 COMM# 21-281556-KEE LOC# 16O630200 DB 19664 PG 1619 12096 TANGLETREE DRIVE JEFFERY A. GREENBURG N\F LOC# 16O630167 DB 19876 PG 2972 1616 CRAIG ROAD AMY JOHNSTON N\F LOC# 16O640917 & DB 1160 PG 189 DB 3403 PG 233 1610 CRAIG ROAD UNION ELECTRIC COMPANY N\F 5 A S E M P B P G 6 PB 295 PG 3510'EASEMENT PB 295 PG 35 10'EASEMENT PB 295 PG 35 10 EASEM ENT PB 295 PG 35 10 EASEMENT P B 2 59 P 3 5 1 0 SAE ME NE T EXIST ROW EXIST ROW EXIST ROW EXIST ROW GUY WIRE VALVE WATER POLE UTILITY VALVE WATER LOT 26 FAHR PARK LOT 27 FAHR PARK LOT 28 FAHR PARK LOT 1 FAHR PARK LOT 1 ESTATES PLAT 7 BROOKDALE LOT 2 ESTATES PLAT 7 BROOKDALE LOT 33 ESTATES PLAT 7 BROOKDALE LOT 34 ESTATES PLAT 8 BROOKDALE LOT 35 ESTATES PLAT 8 BROOKDALE DETAIL U SEE CURB RAMP DETAIL T SEE CURB RAMP DETAIL T SEE CURB RAMP DETAIL U SEE CURB RAMP 20 NEAREST JOINT END PAVEMENT AT NEAREST JOINT END PAVEMENT AT

5 S E M E N P B 1 2 G 6 1 1 0 0 1 1 0 0 1111'00.'00. 66+00 67+00 68+00 69+00 70+00 71+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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:

SHEET NOTES

o b e

h b i f t h t t h

d u o DESIGNED:

h i h I

y l i i d

by d i l i

l l t h h

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

e d o c u m e n t s i n t e n d e d t ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

i f i t i p

d d

15O, 16O, 16N, 17N R.G. OF 65 T. WELZ R E S U R F A C I N G C R A I G R O A D 1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED. LEGEND REMOVE CONCRETE SLAB PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR PROPOSED CONCRETE SIDEWALK N P R E TS O N P A R K L N UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX MAILBOX PULLBOX TRAFFIC VALVE WATER FIRE HYDRANT VALVE WATER DETAIL W RAMP SEE CURB SIGN SIGN SIGN SIGN SIGN AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB PEDESTAL TELEPHONE STREET LIGHT PEDESTAL TELEPHONE 24" TREE 16" TREE YARD LIGHT 14" TREE RELOCATE (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.) (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.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) 15O3-238D CURB INLET 15O3-109D CURB INLET M CTA H IL N E ATS 67 + 00 S H E E T 1 7 O F 2 3 R O A D W A Y P L A N M A T C H L I N E S T A 8 1 + 0 0 PULLBOX TRAFFIC (U.I.P.) CRAIG ROAD LOC# 15O310532 DB 15657 PG 913 1689 CRAIG ROAD MARIE ANN BROWNE N\F 32 COMM# 21-281537-KEE LOC# 15O310484 DB 19534 PG 843 12110 PRESTON PARK LANE NIJDEKA EZENWA-EKE & HUBERT EKE N\F 33 COMM# 21-281538-KEE LOC# 15O310572 DB 21866 PG 1742 12109 PRESTON PARK LANE JEFFERY S. & TRICIA D. FRANK N\F 34 LOC# 15O310707 DB 18989 PG 1835 1745 CRAIG ROAD HAVE BIBLE WILL TRAVEL N\F LOC# 15O310165 DB 22262 PG 2319 1752 CRAIG ROAD COLE T. STEVENSON N\F LOC# 15O310143 DB 10036 PG 128 1744 CRAIG ROAD MICHAEL & VERA PETRUSHKO N\F 46 COMM# 21-281551-KEE LOC# 15O310088 DB 19763 PG 532 1724 CRAIG ROAD LARRY & LOIS BOVA N\F LOC# 15O310121 DB 6984 PG 82 1736 CRAIG ROAD DAVID J. GUND N\F 47 COMM# 21-281552-KEE LOC# 15O31055 DB 19015 PG 630 1716 CRAIG ROAD MARILYN RAVAS N\F LOC# 15O310022 DB 23438 PG 817 1702 CRAIG ROAD DONALD W. & MARY L. ANSON N\F LOC# 16O630541 DB 8300 PG 2391 1686 CRAIG ROAD GAEL HEATHER GREEN N\F P 21 1 P G 5 5 SA M NE T P B 21 P G 5 6 E S E NE P B 1 5 E A S E M E N T P B 1 2 1 P G 5 6 T DB 5406 PG 493 WATER EASEMENT P 2 2 1 0 E A S E M E N BP 161 GP 22 5 TNEMESAE BP 161 GP 22 5 MESAE TNE P 1 6 1 P G 2 2 5 E A M E N T P B 6 1 P G 5 E A S E N T DB 5406 PG 493 WATER EASEMENT EXIST ROW EXIST ROW EXIST ROW EXIST ROW PULLBOX FIBER OPTIC LOT 540 PARKWAY MEADOW ESTATES PLAT 8 BROOKDALE ESTATES PLAT 8 BROOKDALE ESTATES PLAT 8 BROOKDALE LOT 123 ESTATES PLAT 8 BROOKDALE LOT 122 ESTATES PLAT 8 BROOKDALE LOT 120 ESTATES PLAT 10 BROOKDALE LOT 119 ESTATES PLAT 10 BROOKDALE LOT 539 MEADOW PARKWAY MEADOW PARKWAY LOT PT 1 GEORGE W JESSE CRAIG FARM DETAIL W RAMP SEE CURB DETAIL W RAMP SEE CURB RELOC.) (T.B.R. & 22 DETAIL W RAMP SEE CURB NEAREST JOINT END PAVEMENT AT

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

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 12/10/2021 T. NEFF-SMITH

NO 11 1 1 0 0 ' 1 1 0 0 1 1 0 0 ' 1 1 0 0 76+00 77+00 78+00 79+00 80+00 81+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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

f t h l i g

SHEET NOTES

LOC# 15O310707 DB 18989 PG 1835 1745 CRAIG ROAD HAVE BIBLE WILL TRAVEL N\F 34 35 COMM# 21-281540-KEE LOC# 15O310734 DB 6743 PG 287 DB 6743 PG 286 DB 6743 PG 284 1805 CRAIGSHIRE DRIVE ELECTRO CREDIT UNION N\F LOC# 15O310165 DB 22262 PG 2319 1752 CRAIG ROAD COLE T. STEVENSON N\F LOC# 15O310198 DB 24024 PG 2290 1758 CRAIG ROAD RYAN & ANGELINE WALK N\F LOC# 15O310211 DB 22080 PG 3654 1766 CRAIG ROAD VIRGIL GREEN N\F 45 COMM# 21-281550-KEE LOC# 15O310253 DB 16630 PG 2314 1774 CRAIG ROAD EDAPALAKATTU I. & ANILAMMA ALIAS N\F LOC# 15O310594 DB 23336 PG 2345 1810 CRAIG ROAD CHRISTOPHER CHUN N\F 44 DB 5406 PG 493 WATER EASEMENT A L K E A S E M E N T P G 3 9 2 0 E A S E M E N T 6 P G 4 9 2 PB 178 PG 34 10 EASEMENT PB 178 PG 34 10'EASEMENT P B 1 7 3 4 E A S E M E N T 1 5 E A S E M E N 1 2 2 P G 6 PB 165 PG 93 15 SIDEWALK & UTILITY EASEMENT EXIST ROW EXIST ROW EXIST ROW EXIST ROW SIGN BURIED CABLE VALVE GAS TELEPHONE PEDESTAL LOT PT 1 GEORGE W JESSE CRAIG FARM LOT 119 ESTATES PLAT 10 BROOKDALE LOT 118 ESTATES PLAT 10 BROOKDALE LOT 117 ESTATES PLAT 10 BROOKDALE LOT 116 ESTATES PLAT TEN BROOKDALE LOT 1 PARK FIRST ADDN CRAIG EXECUTIVE ELECTRO CREDIT DETAIL Y RAMP SEE CURB WATER VALVE DETAIL Y RAMP SEE CURB 23

h i h

d u o

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 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

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

d d

y p t f t h l i g

j t d f

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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 12/10/2021 T. NEFF-SMITH

NO 13 NO 14 T N O R T H L I N E O F U S S U R V E Y 1 3 1 3 S O U T H L I N E O F U S S U R V E Y 1 3 1 2 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 81+00 82+00 83+00 84+00 85+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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:

ROAD

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

d u o

h i h

e d by

y s e

35 COMM# 21-281540-KEE LOC# 15O310734 DB 6743 PG 287 DB 6743 PG 286 DB 6743 PG 284 1805 CRAIGSHIRE DRIVE ELECTRO CREDIT UNION N\F LOC# 15O330141 DB 20382 PG 3304 1897 CRAIG ROAD PLAZA WEST INVESTORS LLC N\F LOC# 15O33174 DB 11008 PG 1154 1820 CRAIG ROAD STEVEN HEINEMAN N\F 43 LOC# 15O310594 DB 23336 PG 2345 1810 CRAIG ROAD CHRISTOPHER CHUN N\F 44 PB 178 PG 34 10 EASEMENT D B E L E P H O N E E A S E M E N T D B 1 0 0 P H O N E E A S E M E N T PB 178 PG 34 10 EASEMENT PB 165 PG 93 10 WIDE EASEMENT 15 SIDEWALK & UTILITY EASEMENT PB 165 PG 93 PB 178 PG 34 3 PRIMUE EXIST ROW EXIST ROW EXIST ROW EXIST ROW 15O3-033S MANHOLE ELECTRO CREDIT LOT 1 PARK FIRST ADDN CRAIG EXECUTIVE FIRST ADDITION LOTS CRAIG EXECUTIVE PARK ELECTRO CREDIT 24

y l i i d

b DESIGNED:

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

d d

y p t f t h l i g

j t d f

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

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 12/10/2021 T. NEFF-SMITH

T 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 86+00 87+00 88+00 89+00 90+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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:

SHEET NOTES

ROAD

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

TRAFFIC PULLBOX TRAFFIC SIGNAL DETAIL Z SEE CURB RAMP HYDRANT FIRE TRAFFIC PULLBOX DETAIL AA RAMP SEE CURB DETAIL AA RAMP SEE CURB 25 NEAREST JOINT END PAVEMENT AT

h i h

d u o

e d by

y s e

y l i i d

b DESIGNED:

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

d d

y p t f t h l i g

j t d f

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

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 12/10/2021 T. NEFF-SMITH

NO 15 T 11'00. '0011 '0011'0011 1 1 0 0 1 1 0 0 1 1 0 0 ' 1 1 0 0 ' 91+00 92+00 93+00 94+00 95+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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:

SHEET NOTES

1312-46-5

SHEET NOTES

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

d u o

h i h

e d by

y s e

y l i i d

b DESIGNED:

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

d d

y p t f t h l i g

j t d f

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

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 12/10/2021 T. NEFF-SMITH

1 1 0 0 1 1 0 0 1 1 0 0 1 1 0 0 11 00 1100. 11 '00 11 '00 95+00 96+00 97+00 98+00 99+00 100+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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:

SHEET NOTES

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

d u o

h i h

e d by

y s e

y l i i d

b DESIGNED:

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

d d

y p t f t h l i g

j t d f

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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

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 12/10/2021 T. NEFF-SMITH

W W 11 00 11 00 11 00 ' 11 00 ' 1 1 0 0 1 1 0 0 1 1 0 '0 1 1 0 0 100+00 101+00 102+00 103+00 104+00 P-XXXXX-XX FEDERAL PROJECT NO. STP-5563(602) AR-1562 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963C-23 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:

TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

DETAIL B SE QUADRANT

CRAIG ROAD AND CITYPLACE DRIVE

WEST

DETAIL A

5.00' 5.00' 5.00' 5.00' 5 0 0 N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15

CRAIG ROAD AND DIERBERGS

NE QUADRANT

DETAIL C

EL ME TC BC x

R E S U R F A C I N G C R A I G R O A D LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

h i h

e d by I

d u o

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

h b i f t h t t h 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

j t d f

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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 12/10/2021 T. NEFF-SMITH

C I T Y P L A C E D R UTILITY POLE (U.I.P.) SIGNAL TRAFFIC (U.I.P.) (U.I.P.) PULLBOX TRAFFIC SIGNAL TRAFFIC (U.I.P.) STREET LIGHT (U.I.P.) PULLBOX TRAFFIC RELOCATE 17N1-038S MANHOLE (A.T.G.) VALVE WATER (A.T.G.) NO MSD ID MANHOLE (A.T.G.) D I E R B E R G S D I E R B E R G S PULLBOX FIBER OPTIC (U.I.P.) SIGNAL TRAFFIC CONCRETE WALL GUARDRAIL 17N1-0364D CURB INLET SIGN PULLBOX TRAFFIC (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) SPRINKLER SPRINKLER SIGNAL TRAFFIC PULLBOX TRAFFIC (U.I.P.) (U.I.P.) RELOCATE (A.T.G.) XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x CURB RAMP TYPE A X XXX.XX ME X XXX.XX ME EL XXX.XX X EL XXX.XX X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X XXX.XX ME X EL XXX.XX X MAX8.33% XXX.XX ME XXX.XX ME X 664.79 ME X 665.07 ME S H E E T 1 O F 2 5 C U R B R A M P D E T A I L S X X X X X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX 29 X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX X X X X X X X X X X X X X CURB RAMP TYPE B M A X 8 3 3 % TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC (T.B.R.) DOME TRUNCATED (T.B.R.) DOME TRUNCATED (T.B.R.) DOME TRUNCATED (T.B.R.) DOME TRUNCATED EXIST ROW EXIST ROW EXIST ROW (U.I.P.) PULLBOX TRAFFIC P.S.E.

15O, 16O, 16N, 17N R.G. T. WELZ OF 65

CRAIG ROAD

CRAIG ROAD AND DIERBERGS

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.

EL ME TC BC x

LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

5 0 0 6 0 0

W O A K C E N T R E D R CRAIG

CRAIG ROAD AND W OAK CENTRE DRIVE

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

ROAD

d u o t t

h i h I

e d by DESIGNED:

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

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

d d

e d o c u m e n t s i n t e n d e d t o b e 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 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 12/10/2021 T. NEFF-SMITH

h 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

h b i f t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

j t d f

y p t f t h l i g

BOLLARD CONCRETE WALL BOLLARD SIGN 17N1-087D INLET DOUBLE CURB HYDRANT FIRE UTILITY POLE GUY WIRE SIGN BOLLARD GAS VALVE PEDESTAL TELEPHONE CONCRETE CURB (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.) 662.94 ME XXX.XX TC x 662.87 ME XXX.XX TC x 660.67 ME XXX.XX TC x 660.99 ME XXX.XX TC x XXX.XX ME X 663.31 ME X 663.14 ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X CURB RAMP TYPE B MAX 8.33% TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT MAX 8.33% XXX.XX ME X EL XXX.XX X S H E E T 2 O F 2 5 C U R B R A M P D E T A I L S 30 CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT (T.B.R.) DOME TRUNCATED EXIST ROW EXIST ROW T.S.C.L.

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

NOTES 1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%. 2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED. 3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

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

CRAIG ROAD

5 0 0 5.00'

500

N E W

B A L L A S P L

CRAIG ROAD AND NEW BALLAS PLACE

EAST

EL ME TC BC x

10 15 DETAIL G

R E S U R F A C I N G C R A I G R O A D LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

d u o t t

e d by DESIGNED:

h i h 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

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

d d

e d o c u m e n t s i n t e n d e d t o b e 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 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 12/10/2021 T. NEFF-SMITH

h 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

h b i f t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

UTILITY POLE PULLBOX TRAFFIC YARD LIGHT YARD LIGHT SRUB PULLBOX TRAFFIC SIGNAL TRAFFIC SIGN UTILITY POLE SIGNAL TRAFFIC GUY WIRE (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.) M A X 8 3 3 % x XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC x X XXX.XX ME CURB RAMP TYPE B MAX 8.33% CURB RAMP TYPE B CURB RAMP TYPE B XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X XXX.XX ME XXX.XX TC x X XXX.XX ME EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X MAX 833% S H E E T 5 O F 2 5 C U R B R A M P D E T A I L S X XXX.XX ME X XXX.XX ME 33 TYPE A CURB (2) x x CURB RAMP TYPE B XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC TYPE A CURB (2) TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT EXIST ROW EXIST ESMT EXIST ROW P.S.E. P.S.E.

j t d f

y p t f t h l i g

EXIST EMST

D E B O N N A I R E D R

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

500 5 0 0 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

5 0 0

CRAIG

5.00' 500'

19+00

EL ME TC BC x

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

d u o I

h i h

e d by 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

e d o c u m e n t s i n t e n d e d t o b e 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 C R A I G R O A D

h b i f t h t t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

d d

y p t f t h l i g

15O, 16O, 16N, 17N R.G. T. WELZ OF 65

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 12/10/2021 T. NEFF-SMITH

j t d f

ROAD AND

DEBONNAIRE DRIVE

PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL SIGNAL TRAFFIC YARD LIGHT SPRINKLER 24" TREE IRON FENCE SPRINKLER HYDRANT FIRE NO MSD ID MANHOLE SIGNAL TRAFFIC (U.I.P.) GUY WIRE UTILITY POLE PULLBOX TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC WOOD FENCE PULLBOX TRAFFIC GAS VALVE (A.T.G.) SRUB LINE SIGN (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.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX XXX.XX ME X EL XXX.XX X EL XXX.XX 833% MAX M A X 8 3 3 % S H E E T 6 O F 2 5 C U R B R A M P D E T A I L S EL XXX.XX X 34 (A.T.G.) x XXX.XX ME XXX.XX TC EL XXX.XX 833% MAX 8 3 3 % M A X EL XXX.XX X XXX.XX ME X XXX.XX ME X EXIST ROW EXIST ROW EXIST ROW x XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX X X X X X X X X X X X X X XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX CURB RAMP TYPE B EL XXX.XX

CRAIG ROAD

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

ROAD

34+00 5 0 0 5 0 0 5.00'

5.00'

EL ME TC BC x

5 0 0 5 0 0 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 DETAIL L CRAIG ROAD AND CRAIG VIEW DRIVE C R A I G V I E W D R C R A I G V I E W D R

d u o t t

h i h I

e d by DESIGNED:

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

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

d d

e d o c u m e n t s i n t e n d e d t o b e 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 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 12/10/2021 T. NEFF-SMITH

h 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

h b i f t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

PULLBOX TRAFFIC 16O3-090D CURB INLET UTILITY POLE SIGN SHRUB LINE SIGN STREET LIGHT 16O3-089D CURB INLET DOUBLE SIGN GAS VALVE SIGN 32" TREE SIGN (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.) XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT MAX 8.33% MAX 8.33% 8.33% MAX CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX XXX.XX ME X X XXX.XX ME EL XXX.XX X X EL XXX.XX XXX.XX ME X X XXX.XX ME EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX S H E E T 1 0 O F 2 5 C U R B R A M P D E T A I L S 38 TYPE A CURB (2) X EL XXX.XX X EL XXX.XX 8 3 3 % M A X 8.33% MAX 8.33% MAX CURB (2) 6" TYPE A EXIST ROW EXIST ROW EXIST ROW EXIST ROW P.S.E. T.S.C.L.

j t d f

y p t f t h l i g

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

CRAIG

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

EL ME TC BC x

LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

5.00'

CRAIG ROAD

42+00 5 0 0

5 .00'

N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 DETAIL M EAST CRAIG ROAD AND BARKMAN DRIVE B A R K M A N D R

d u o I

h i h

e d by 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

e d o c u m e n t s i n t e n d e d t o b e 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 C R A I G R O A D

h b i f t h t t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

16O3-0217D CURB INLET SHRUB 34" TREE 16O3-035S MANHOLE SIGN 30" TREE SHRUB LINE (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT MAX 8.33% XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x 8.33% MAX CURB RAMP TYPE B CURB RAMP TYPE B X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX S H E E T 1 1 O F 2 5 C U R B R A M P D E T A I L S 39 (T.B.R. & RELOC.) X EL XXX.XX X EL XXX.XX x EL XXX.XX EXIST ROW EXIST ROW EXIST ROW

d d

y p t f t h l i g

15O, 16O, 16N, 17N R.G. T. WELZ OF 65

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 12/10/2021 T. NEFF-SMITH

j t d f

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

LEGEND

EL ME TC BC x

CRAIG ROAD AND OARCHARD VIEW DRIVE

DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

d u o I

h i h

e d by 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

e d o c u m e n t s i n t e n d e d t o b e 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 C R A I G R O A D

h b i f t h t t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

O A R C H A R D V I E W D R CRAIG ROAD UTILITY POLE SIGN 16O3-0219D CURB INLET YARD LIGHT SHRUB SIGN YARD LIGHT (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT MAX 8.33% XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x 8.33% MAX CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX EL XXX.XX X M A X 8 3 3 % XXX.XX ME XXX.XX TC x x XXX.XX ME XXX.XX TC EL XXX.XX X XXX.XX ME X TYPE A CURB (2) VARIABLE HEIGHT X X X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT 8 3 3 % M A X S H E E T 1 2 O F 2 4 C U R B R A M P D E T A I L S X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX EL XXX.XX X EL XXX.XX X X EL XXX.XX X EL XXX.XX 40 TYPE A CURB (2) (T.B.R. & RELOC.) (T.B.R. & RELOC.) (T.B.R. & RELOC.) X EL XXX.XX EL XXX.XX X XXX.XX ME X X EL XXX.XX X X X X X X X X 8 3 3 % M A X CURB RAMP TYPE B XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT CURB RAMP TYPE B 8 3 3 % M A X X X X X X X X X X X X X X X X X X XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC CURB RAMP TYPE B XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT CURB (2) 6" TYPE A T.S.C.L. EX I S T R O W EXIST ROW EXIST ROW (A.T.G.) SAN MH

d d

y p t f t h l i g

15O, 16O, 16N, 17N R.G. T. WELZ OF 65

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 12/10/2021 T. NEFF-SMITH

j t d f

44+00 5.01' 5.00' 5 0 0 5 0 0 5.00' 5.00' 5 0 0 5.00' 5.00' 5 0 0 N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 DETAIL N WEST

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

M E R E V I E W D R

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

5.00' 5.00' 5 0 0

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

5 0 0 5 .00' 500 5 00 ' 5.00' 5 0 0

49+00

CRAIG ROAD AND MERE VIEW DRIVE

EL ME TC BC x

LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

d u o t t

h i h I

e d by DESIGNED:

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

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

d d

e d o c u m e n t s i n t e n d e d t o b e 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 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 12/10/2021 T. NEFF-SMITH

h 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

h b i f t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

UTILITY POLE SIGN SIGN FIRE HYDRANT 24" TREE WOOD FENCE PULLBOX TRAFFIC STREET LIGHT (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X 8.33% MAX 8.33% MAX M A X 8 3 3 % XXX.XX ME X XXX.XX ME X EL XXX.XX X X X X X X X X EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX EL XXX.XX M A X 8 3 3 % S H E E T 1 3 O F 2 5 C U R B R A M P D E T A I L S 41 (T.B.R. & RELOC.) TYPE A CURB (2) X EL XXX.XX EL XXX.XX X TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT WATER VALVE (A.T.G.) XXX.XX ME XXX.XX TC X X X X X X XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX EL XXX.XX MAX 8.33% EL XXX.XX X X X X X X X X X 8 3 3 % M A X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC CURB RAMP TYPE B XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT X X X X X X X X X X X X X X X M A X 8 3 3 % CURB RAMP TYPE B CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX XXX.XX ME EL XXX.XX EL XXX.XX XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EXIST ROW EXIST ROW EXIST ROW P.S.E. P.S.E. T.S.C.L. T.S.C.L. X EL XXX.XX EL XXX.XX X T.S.C.L. XXX.XX ME XXX.XX TC X X X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX

j t d f

y p t f t h l i g

DETAIL O

WEST

CRAIG ROAD

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

EL ME TC BC x

R E S U R F A C I N G C R A I G R O A D LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

d u o I

e d by 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

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

h b i f t h t t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

15O, 16O, 16N, 17N R.G. T. WELZ OF 65

53+00 5 0 0 5.00' 5.00' 5 0 0 5 0 0 N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 DETAIL P EAST CRAIG ROAD AND ELEMENTARY SCHOOL S C H O O L E L E M E N T A R Y CRAIG ROAD LIGHT YARD PULLBOX TRAFFIC SIGNAL TRAFFIC SIGN SIGN SIGN (T.B.R.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) S H E E T 1 4 O F 2 5 C U R B R A M P D E T A I L S x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X 42 SIGNAL TRAFFIC (T.B.R.) (U.I.P.) CONTROLLER EL XXX.XX X M A X 8 3 3 % M A X 8 3 3 % (U.I.P.) PULL BOX MAX 8.33% MAX 8.33% X X X X X X X X X XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EXIST ROW EXIST ROW EXIST ROW P.S.E.

y p t f t h l i g

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 12/10/2021 T. NEFF-SMITH

j t d f

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

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

h 56+00

WEST

DETAIL Q

EL ME TC BC x

5 0 0 5 0 0 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

d u o t

e d by t t

by d i l i I

l l t h h

y s e DESIGNED:

y l i i d b

h i h i

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

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

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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 12/10/2021 T. NEFF-SMITH

h 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

f 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

j t d f

y p t f t h l i g

d d

L A K E M E A D E D R

CRAIG ROAD AND LAKE MEADE DRIVE

NO MSD ID CURB INLET 16O2-114S MANHOLE SIGN SHRUB SIGN SHRUB BLOCK WALL UTILITY POLE (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.) SHRUB LINE TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X 8.33% MAX 8.33% MAX CURB RAMP TYPE B CURB RAMP TYPE B S H E E T 1 5 O F 2 5 C U R B R A M P D E T A I L S 43 EXIST ROW EXIST RO W T.S.C.L.

CRAIG ROAD

5.00' 5 0 0 N 0 5 SCALE IN FEET SCALE: 1" = 5'

TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.

WILL

NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

5.00' 5.00'

59+00 5 0 0

h NOTES 1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%. 2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT

h 3) VARIABLE HEIGHT TYPE A CURB

CRAIG ROAD AND GARDENGATE DRIVE

EAST

5 0 0 5.00'

f EL ME TC BC x

WARNING 10 15 DETAIL R

SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

h R E S U R F A C I N G C R A I G R O A D LEGEND DETECTABLE

h i h DESIGNED:

l l t h h i

by d i l i t

y l i i d t t

i b i l ity f b

y s e ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

i f i t i p I

e d by 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

G A R D E N G A T E D R CRAIG ROAD NO MSD ID MANHOLE UTILITY POLE GAS VALVE SIGN (U.I.P.) (U.I.P.) (A.T.G.) TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X 833% MAX 8.33% MAX M A X 8 3 3 % CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B (A.T.G.) PULLBOX TRAFFIC XXX.XX ME X XXX.XX ME X TYPE A CURB (2) VARIABLE HEIGHT X X X X X X X X X X X X X X EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT CURB RAMP TYPE B M A X 8 3 3 % S H E E T 1 6 O F 2 5 C U R B R A M P D E T A I L S 44 TYPE A CURB (2) CURB (2) 6" TYPE A CURB (2) 6" TYPE A RELOC.) (T.B.R. & EXIST ROW EXIST ROW EXIST ROW T.S.C.L. T.S.C.L.

e d o c u m e n t s i n t e n d e d t o b e 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

d u o 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 12/10/2021 T. NEFF-SMITH

j t d f

y p t f t h l i g

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

TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED. 10 15

BE PAID

SEPARATELY.

BE INCLUDED IN THE REMOVE AND

CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM. 500

FOR WEST

HEIGHT TYPE A CURB WILL NOT T

CURB WILL

REPLACE

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

h b i f t h t t h 3) VARIABLE

e d o c u m e n t s i n t e n d e d t o b e NOTES 1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%. 2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT

DETAIL

CRAIG ROAD AND TANGLETREE DRIVE

EAST

CRAIG ROAD AND FAHRPARK LANE DETAIL

5.00' 500' 500'

5 0 0 5 0 0 500' 5 .00' 5 00' 5 0 0 5 0 0

y s e EL ME TC BC x

e d by R E S U R F A C I N G C R A I G R O A D LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

l l t h h DESIGNED:

i b i l ity f I

i f i t i p

h i h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

by d i l 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 12/10/2021 T. NEFF-SMITH

y l i i d 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 u o 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

F A H R P A R K L N CRAIG ROAD CRAIG ROAD T A N G L E T R E E D R SIGN FIRE HYDRANT STREET LIGHT SIGN PULLBOX TRAFFIC (U.I.P.) SIGN WOOD FENCE SIGN VALVE WATER 16O2-097D CURB INLET NO MSD ID MANHOLE VALVE WATER (U.I.P.) (A.T.G.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX X EL XXX.XX X EL XXX.XX X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X 833% MAX 833% MAX M A X 8 3 3 % EL XXX.XX EL XXX.XX XXX.XX ME X XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX EL XXX.XX X EL XXX.XX X S H E E T 1 8 O F 2 5 C U R B R A M P D E T A I L S 46 TYPE A CURB (2) RELOC.) (T.B.R. & M A X 8 3 3 % MAX 833% MAX 833% X X X X X X X X X X X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX TYPE A CURB (2) X X X EL XXX.XX EL XXX.XX X X X X X X X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX RELOC.) (T.B.R. & EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC CURB RAMP TYPE B XXX.XX ME XXX.XX TC 8 3 3 % M A X X X X X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX 8 3 3 % M A X TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC CURB RAMP TYPE B EXIST ROW EXIST ROW EXIST ROW EXIST ROW P.S.E. P.S.E. T.S.C.L. TYPE A CURB (2) VARIABLE HEIGHT CURB (2) 6" TYPE A X X X X XXX.XX ME XXX.XX ME XXX.XX ME XXX.XX ME EL XXX.XX

j t d f

y p t f t h l i g

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

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

P R E S T O N P A R K L N

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

5.00'

5 0 0

78+00

5 0 0

5.00' 5.00'

CRAIG ROAD AND PRESTON PARK LANE

5 0 0

5.00' 5.00'

5 0 0

EL ME TC BC x

LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

d u o t t

h i h I

e d by DESIGNED:

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

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

d d

e d o c u m e n t s i n t e n d e d t o b e 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 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 12/10/2021 T. NEFF-SMITH

h 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

h b i f t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

GUY WIRE UTILITY POLE PEDESTAL TELEPHONE STREET LIGHT SIGN SIGN (U.I.P.) (U.I.P.) XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT CURB RAMP TYPE B XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x 8.33% MAX M A X 8 3 3 % X EL XXX.XX X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X EL XXX.XX XXX.XX ME X XXX.XX ME X XXX.XX ME EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X 8.33% MAX XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x M A X 8 3 3 % CURB RAMP TYPE B CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X S H E E T 2 0 O F 2 4 C U R B R A M P D E T A I L S XXX.XX ME X X XXX.XX ME XXX.XX ME X EL XXX.XX X 48 TYPE A CURB (2) R.B.O.) (T.B.R. & 6" TYPE A CURB (2) X XXX.XX ME X (T.B.R.&R.) CURB (2) 6" TYPE A EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X TYPE A CURB (2) VARIABLE HEIGHT X X X X X X CURB RAMP TYPE B XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC 8 3 3 % M A X EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT M A X 8 3 3 % TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX X EL XXX.XX X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X XXX.XX ME X XXX.XX ME X EL XXX.XX X EL XXX.XX X X X EL XXX.XX EL XXX.XX (U.I.P.) MAILBOX EXIST ROW (T.B.R.&R.B.O.) EXIST ROW EXIST ROW T.S.C.L. T.S.C.L. (T.B.R.&R.B.O.)

j t d f

y p t f t h l i g

DETAIL W

WEST

CRAIG ROAD

CRAIG ROAD AND CRAIGSHIRE DRIVE

WEST

DETAIL X

10 15

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

C R A I G S H I R E D R

e d o c u m e n t s i n t e n d e d t o b e 5.00'

AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE

BE AVOIDED.

SHALL

3) VARIABLE

HEIGHT TYPE

CURB WILL

NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

5.00' 5.00' LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

h 5.00'

h b i f t h t 5.00' 5.00'

EL ME TC BC x

l l t h h t

y s e R E S U R F A C I N G C R A I G R O A D

by d i l i DESIGNED:

i b i l ity f I

i f i t i p

d u o ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

h i h 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 d by 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

y l i i 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 12/10/2021 T. NEFF-SMITH

PULLBOX TRAFFIC SIGN SIGNAL TRAFFIC PULLBOX FIBER OPTIC PULLBOX TRAFFIC SIGN BURIED CABLE CONTROL BOX TRAFFIC SIGNAL 15O3-0282D CURB INLET VALVE WATER VALVE WATER SIGN SIGNAL TRAFFIC SIGN PULLBOX TRAFFIC (A.T.G.) (T.B.R.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (U.I.P.) (A.T.G.) S H E E T 2 1 O F 2 5 C U R B R A M P D E T A I L S XXX.XX ME XXX.XX TC x CURB RAMP TYPE B EL XXX.XX X X XXX.XX ME EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME XXX.XX ME XXX.XX TC x x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC 49 MAX 8.33% (T.B.R. & RELOC.) (T.B.R. & RELOC.) EL XXX.XX X EL XXX.XX X 8MAX . 33% (T.B.R.) DOME TRUNCATED DOME TRUNCATED (T.B.R.) EXIST ROW EXIST ROW

j t d f

y p t f t h l i g

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

CRAIG ROAD

CRAIG ROAD AND VILLA DORADO DRIVE

EAST

DETAIL Y

TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

ROAD

10 15

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

V I L L A D O R A D O D R CRAIG

600'

6 00 ' 5.00'

h EL ME TC BC x

f t h R E S U R F A C I N G C R A I G R O A D LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

d u o DESIGNED:

h i h t t

by d i l i I

y l i i d i

l l t h h

i b i l ity f

e d o c u m e n t s i n t e n d e d t o b e ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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 f i t i p

GAS VALVE SIGNAL TRAFFIC PULLBOX TRAFFIC SIGN SIGN GAS VALVE PULLBOX FIBER OPTIC SIGNAL TRAFFIC PULLBOX TRAFFIC SIGN SHRUB LINE (T.B.R.) (T.B.R.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (T.B.R.) (A.T.G.) (A.T.G.) S H E E T 2 2 O F 2 5 C U R B R A M P D E T A I L S XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X 50 MAX8.33% MAX 8 .33% 8.33%MAX 8.33% MAX EXIST ROW EXIST ROW E X I S T R O W (U.I.P.) EDGE LINE LANDSCAPING EXIST ESMT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT (T.B.R.) EXISTING SIDEWALK TYPE A CURB (2) VARIABLE HEIGHT

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 12/10/2021 T. NEFF-SMITH

y s e 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

h b 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

j t d f

y p t f t h l i g

d d

NOTES

LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW EL ME TC BC x

h i h

e d by I

d u o

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

h b i f t h t t h 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

j t d f

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

( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

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 12/10/2021 T. NEFF-SMITH

DETAIL AA CRAIG ROAD AND BORMAN DRIVE B O R M A N D R B O R M A N D R CRAIG ROAD CRAIG ROAD PULLBOX TRAFFIC SIGNAL TRAFFIC GUY WIRE BURIED CABLE SIGN MANHOLE TELEPHONE UTILITY POLE CONCRETE WALL SIGN SIGNAL TRAFFIC PULLBOX TRAFFIC 15O3-048D CURB INLET (U.I.P.) UTILITY POLE STREET LIGHT PULLBOX TRAFFIC SIGNAL TRAFFIC VALVE WATER BOLLARD CONTROL BOX TELEPHONE BOLLARD SIGN SIGNAL TRAFFIC PULLBOX TRAFFIC VALVE WATER NO MSD ID MANHOLE (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.) (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.) PULLBOX TRAFFIC (U.I.P.) 8.33%MAX TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B EL XXX.XX X EL XXX.XX X X XXX.XX ME X XXX.XX ME XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT 8 .33%MAX 8.33% MAX EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME S H E E T 2 3 O F 2 5 C U R B R A M P D E T A I L S 51 (T.B.R.) DOME TRUNCATED DOME TRUNCATED (T.B.R.) DOME TRUNCATED (T.B.R.) EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ESMT EXIST ESMT EXIST ESMT T.S.C.L.15O, 16O, 16N, 17N R.G. T. WELZ OF 65

4 0 0 5 0 0

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

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%. 2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED. 3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

5.00'

DETAIL Z CRAIG ROAD AND BORMAN DRIVE

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

L A C K L A N D R D

h b i f t h 5.00' 6.00' 5.00' 5 0 0 5 0 0 LEGEND DETECTABLE

EL ME TC BC x

h SURFACE LEVEL

WARNING

LANDING AREA

ELEVATION MATCH

EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW

CRAIG ROAD AND LACKLAND DRIVE

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

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 U R F A C I N G C R A I G R O A D

l l t h h I

y l i i d DESIGNED:

by d i l i t t

i f i t i p

i b i l ity f

d u o 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 d by ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

y s e 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

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 12/10/2021 T. NEFF-SMITH

j t d f

y p t f t h l i g

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

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

CRAIG ROAD

DETAIL BB

X XXX.XX ME X XXX.XX ME XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x CURB RAMP TYPE B EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X XXX.XX ME XXX.XX TC x x XXX.XX ME XXX.XX TC XXX.XX ME X X XXX.XX ME XXX.XX ME X XXX.XX ME X S H E E T 2 4 O F 2 5 C U R B R A M P D E T A I L S 52 SIGN SIGN (U.I.P.) PULLBOX TRAFFIC (U.I.P.) (U.I.P.) VALVE GAS SIGN (U.I.P.) SIGN (U.I.P.) (U.I.P.) VALVE GAS (T.B.R.) (T.B.R.) PULLBOX TRAFFIC (U.I.P.) SIGNAL TRAFFIC SIGNAL TRAFFIC 8.33% MAX 6" TYPE A CURB (2) X X X X X X X X X X X X CURB (2) 6" TYPE A RELOC.) (T.B.R. & XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC (U.I.P.) SAN SEWER SAN SEWER (U.I.P.) (T.B.R.) DOME TRUNCATED (T.B.R.) DOME TRUNCATED (T.B.R.) DOME TRUNCATED (T.B.R.) DOME TRUNCATED (T.B.R.) DOME TRUNCATED (T.B.R.) DOME TRUNCATED EXIST ROW EXIST ROW (T.B.R.) SIDEWALK

NOTES

1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.

LEGEND

DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW EL ME TC BC x

d u o b

e d by t t

h i h I

y l i i d

l l t h h

y s e DESIGNED:

by d i l i

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

d d

i f t h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0

h 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 C R A I G R O A D

h 15O, 16O, 16N, 17N R.G. T. WELZ OF 65

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 12/10/2021 T. NEFF-SMITH

j t d f

y p t f t h l i g

T T T 5.00' 5.00' 5.00' 5 .00' 5 0 0 500' 5 0 0 500' N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 BURIED CABLE SIGN MANHOLE TELEPHONE PULLBOX TRAFFIC (U.I.P.) (A.T.G.) L A C K L A N D R D X XXX.XX ME X X XXX.XX ME X XXX.XX ME 8MAX . 33% XXX.XX ME XXX.XX TC x x CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX X EL XXX.XX X X EL XXX.XX X DETAIL CC SOUTHEAST CRAIG ROAD AND LACKLAND ROAD DETAIL DD SOUTHEAST CRAIG ROAD AND LACKLAND ROAD L A C K L A N D R D

XXX.XX ME XXX.XX ME XXX.XX TC (U.I.P.) MANHOLE TELEPHONE (U.I.P.) MANHOLE TELEPHONE (A.T.G.) (U.I.P.) SIGN (U.I.P.) HYDRANT FIRE CONTROL BOX TRAFFIC SIGNAL SIGNAL TRAFFIC (T.B.R.) (U.I.P.) PULLBOX TRAFFIC (U.I.P.) SIGN (U.I.P.) SIGN (U.I.P.) SIGN (U.I.P.) PULLBOX TRAFFIC SIGNAL TRAFFIC (T.B.R.) XXX.XX ME XXX.XX TC x XXX.XX ME XXX.XX TC x CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT 8 .33%MAX X XXX.XX ME X XXX.XX ME X XXX.XX ME X XXX.XX ME EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X S H E E T 2 5 O F 2 5 C U R B R A M P D E T A I L S 53 (A.T.G.) VALVE WATER x x x x x x x x x x x x XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC (T.B.R.) (A.T.G.) SEWER SAN

3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.

CRAIG ROAD CRAIG ROAD

\ 1 5 6 2SR D1 0B

\y C

P l

h \ 2 0 2 0 \ 2 0 0 5 2 7 0 1 \ C A D \ R

h \ H R G \ D

SIGNAL QUANTITY SHEET

INTENTIONALLY LEFT BLANK

y s e t t

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

h i h I

d u o b

e d by i f t

y l i i d

by d i l i

Q y dg OF

l l t h h

i b i l ity f

i f i t i p

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 -

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

1/31/2022 1 / 3 1 / 2 0 2 2 1 2 0 1 4 9 P M \ \ h g

AR-1562 65 57

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

S I G N A L Q U A N T I T Y

P-XXXXX-XX 15O, 16O, 16N, 17N ( S H E E T 1 O F 1 ) C R A I G R D A T B O R M A N D R A D A I M P R O V E M E N T S R E S U R F A C I N G A N D C R A I G R O A D E. NKETAH

STP-5563(602) 6963C-23 E. NKETAH D. SHANE

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 t f t h l i g

d d

\y C

P l

\ 1 5 6 2SR D1 0C

h d

h \ 2 0 2 0 \ 2 0 0 5 2 7 0 1 \ C A D \ R

SIGNAL QUANTITY SHEET

INTENTIONALLY LEFT BLANK

h b \ H R G \ D

e d by DESIGNED:

ig h iQ y dg OF

y l i i d I

h i h i f t

d u o t t

by d i l i

l l t h h

i b i l ity f

i f i t i p

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 -

e d o c u m e n t s i n t e n d e d t o b e 1/31/2022 1 / 3 1 / 2 0 2 2 3 4 3 2 8 P M \ \ h g

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

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

C R A I G R D A T V D O R A D O D R S I G N A L Q U A N T I T Y

AR-1562 65 59

P-XXXXX-XX 15O, 16O, 16N, 17N ( S H E E T 1 O F 1 ) A D A I M P R O V E M E N T S R E S U R F A C I N G A N D C R A I G R O A D E. NKETAH

STP-5563(602) 6963C-23 E. NKETAH D. SHANE

j t d f

y p t f t h l i g

d d

\ 1 5 6 2SR D1 0S h

\y C

P l

h \ 2 0 2 0 \ 2 0 0 5 2 7 0 1 \ C A D \ R

h \ H R G \ D

SIGNAL QUANTITY SHEET

INTENTIONALLY LEFT BLANK

d u o i f t

y s e DESIGNED:

e d by t t

h i h I

y l i i d

by d i l i

lQ y dg OF

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 -

h b 1/31/2022 1 / 3 1 / 2 0 2 2 3 4 6 0 3 P M \ \ h g

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

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

C R A I G R D A T C R A I G E L E M S I G N A L Q U A N T I T Y

AR-1562 65 61

P-XXXXX-XX 15O, 16O, 16N, 17N ( S H E E T 1 O F 1 ) A D A I M P R O V E M E N T S R E S U R F A C I N G A N D C R A I G R O A D E. NKETAH

STP-5563(602) 6963C-23 E. NKETAH D. SHANE

j t d f

y p t f t h l i g

d d

\y C

P l

\ 1 5 6 2SR D1 0N

h d

h \ 2 0 2 0 \ 2 0 0 5 2 7 0 1 \ C A D \ R

SIGNAL QUANTITY SHEET

INTENTIONALLY LEFT BLANK

h b \ H R G \ D

e d by DESIGNED:

B l lQ y dg OF

y l i i d I

h i h i f t

d u o t t

by d i l i

l l t h h

i b i l ity f

i f i t i p

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 -

e d o c u m e n t s i n t e n d e d t o b e 1/31/2022 1 / 3 1 / 2 0 2 2 3 5 5 1 2 P M \ \ h g

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

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

C R A I G R D A T N B A L L A S R D S I G N A L Q U A N T I T Y I

AR-1562 65 63

P-XXXXX-XX 15O, 16O, 16N, 17N ( S H E E T 1 O F 1 ) A D A I M P R O V E M E N T S R E S U R F A C I N G A N D C R A I G R O A D E. NKETAH

STP-5563(602) 6963C-23 E. NKETAH D. SHANE

j t d f

y p t f t h l i g

d d

\y C

\ 1 5 6 2SR D1 0D i b

P l

h d

h \ 2 0 2 0 \ 2 0 0 5 2 7 0 1 \ C A D \ R

SIGNAL QUANTITY SHEET

INTENTIONALLY LEFT BLANK

h b \ H R G \ D

e d by DESIGNED:

gQ y dg OF

y l i i d I

h i h i f t

d u o t t

by d i l i

l l t h h

i b i l ity f

i f i t i p

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 -

e d o c u m e n t s i n t e n d e d t o b e 1/31/2022 1 / 3 1 / 2 0 2 2 3 5 6 1 7 P M \ \ h g

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

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

C R A I G R D A T D I E R B E R G S S I G N A L Q U A N T I T Y

AR-1562 65 65

P-XXXXX-XX 15O, 16O, 16N, 17N ( S H E E T 1 O F 1 ) A D A I M P R O V E M E N T S R E S U R F A C I N G A N D C R A I G R O A D E. NKETAH

STP-5563(602) 6963C-23 E. NKETAH D. SHANE

j t d f

y p t f t h l i g

d d