AR-1796 New Florissant Road Resurfacing Preliminary Plans

Page 1

E X I S T

5' 5' 14' 11' 11' 11' 14' E X I S T

07J & 08J

R / W S

3:1 MAX 3:1 MAX

/ W 61'- LIMITS OF 3" COLDMILL/RESURFACE VARIES 2% AND

VARIES 2% AND

40' 40' SIDEWALK EXIST.. SIDEWALK EXIST. TYPICAL SECTION 1 - NEW FLORISSANT RD

R E S P O N S I B > NEW FLORISSANT > NEW FLORISSANT

S EX. CURB

TACK PAVEMENT, THICKNESS VARIES EXIST. ASPHALTIC CONCRETE EXIST. AGGREGATE BASE

3" DEPTH MILL EXIST. PAVEMENT

EX. CURB EX. CURB

R / W S

b 5' 5' 11' & VARIES 11' 11' TO 0' 11' 11' & VARIES LANE PARKING LANE PARKING

1.5% 4" SIDEWALK 4" AGGREGATE BASE

i f t h t t h 0' TO 8' 0' TO 8'

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h THRU LANE THRU LANE THRU LANE THRU LANE TURN LANE TWO-WAY LEFT THRU LANE THRU LANE THRU LANE THRU LANE

l l t h h I L I T Y

i f i t i p

d d

by d i l i C A

VARIES LIMITS OF 3" COLDMILL/RESURFACE 1.75" SP125 ASPHALT 1.25" SP095 ASPHALT**

/ W 40' 40' VARIES 2% AND VARIES 2% AND

TURN LANE LEFT

VARY TO RE-ESTABLICH CROSS SLOPE ** DEPTH OF 1.25" SP095 COURSE SIDEWALK EXIST. SIDEWALK EXIST. TYPICAL SECTION 2 - NEW FLORISSANT RD

STA. 0+85.50 TO STA. 7+78.00 STA. 7+78.00 TO STA. 43+89.96

TACK PAVEMENT, THICKNESS VARIES EXIST. ASPHALTIC CONCRETE EXIST. AGGREGATE BASE

3" DEPTH MILL EXIST. PAVEMENT

R E S U R F A C I N G N E W F L O R I S S A N T R O A D 1.75" SP125 ASPHALT 1.25" SP095 ASPHALT**

TYPE S CYRB 4" HEIGHT TYPE S CYRB 4" HEIGHT

6' 3:1 MAX 3:1 MAX

1.5% 4" SIDEWALK 4" AGGREGATE BASE

6' STA. 43+52.15 TO STA. 43+89.96 STA. 31+66.67 TO STA. 34+92.43 PR SIDEWALK SECTION STA. 42+97.19 TO STA. 43+39.06 PR SIDEWALK SECTION

i b i l ity f DESIGNED:

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

y l i i d O 12/22/2021 P U B L I C

i

i

S

W O R K S T R A N S P O R T A T I O N EX. CURB

h i h C. MCKEE C. MCKEE B. EADS

S H E E T 1 O F 2 T Y P I C A L S E C T I O N S 2 OF 15

G O H E R E A D D R E S S L O G O C O N S U L T A N T N A M E FEDERAL PROJECT NO. STP-5595(618) AR-1796 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963G-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: 08J MSD: C O N S T R U C T I O
N O T F O R P R E L I M I N A R
DRAWN: DATE: CHECKED:
N
Y
i
i
j t d f
y p
f h l i g

VARIES- LIMITS OF 3" COLDMILL/RESURFACE E X I S T

R / W E X I S T

3:1 MAX 3:1 MAX

07J & 08J

S I D E W A L K

1.5% 4" SIDEWALK 4" AGGREGATE BASE

b > NEW FLORISSANT EX. CURB

R / W 40' 40' STA. 43+89.96 TO STA. 44+72.80

R E SIDEWALK EXIST. SIDEWALK EXIST. 1.75" SP125 ASPHALT 1.25" SP095 ASPHALT**

M I N V A R I E S

VARY TO RE-ESTABLICH CROSS SLOPE ** DEPTH OF 1.25" SP095 COURSE TYPICAL SECTION 3 - NEW FLORISSANT RD

h i h 5' LANE LEFT TURN TURN LANE THRU & RIGHT LANE RIGHT TURN

by d i l i THRU LANE THRU LANE

TYPE S CYRB 4" HEIGHT

i f t h t t h EX. CURB

y l i i d 5' 5' MEDIAN RAISED

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 10' 10' 11' TO 12' 11' 11'

S P O N S I B I L I T Y S C A O TACK PAVEMENT, THICKNESS VARIES EXIST. ASPHALTIC CONCRETE EXIST. AGGREGATE BASE

6" CONC. TYPE S CURB 6" CONC. TYPE S CURB A P P R O A C H C O N C

FOR LOCATIONS) (IF REQUIRED, SEE PLANS 6" WIDE DEPRESSSED CURB ( S E E P L A N S ) P A V E D A P P R O A C H O R C O N C M A T E R I A L D R I V E W A Y M A T C H E X I S T

1" 5" 4

P A V E D V A R I E S

* VAR. * VAR. RAMP SHALL NOT EXCEED 15'. LENGTH IS BASED ON CURB HEIGHT & PROFILE GRADE. ** SIDEWALK SHALL SLOPE DOWN TO MEET DRIVEWAY SECTION. TYPICAL PLAN VIEW OF DRIVEWAY SECTION

1 5 %

MAX SLOPE 12:1 (8.3%) * OPTIMAL SLOPE 20:1 OR LESS (5% OR LESS) SEPARATED CURB 4" CONCRETE TYPE S

1 5 1 8 6" 6"

R E S U R F A C I N G N E W F L O R I S S A N T R O A D VARIES 2% AND VARIES 2% AND

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

4 1 8

EXIST. PAVEMENT EXIST. PAVEMENT

i f i t i p DESIGNED:

MILL & OVERLAY MILL & OVERLAY DEPRESSED CURB CONCRETE

i

W O R K S T R A N S P O R T A T I O N C. 3" DEPTH MILL EXIST. PAVEMENT

l l t h h MCKEE C. MCKEE B. EADS

i

S

i b i l ity f 12/22/2021 P U B L I C

f h l i g

6' STA. 43+89.96 TO STA. 44+20.13 PR SIDEWALK SECTION S H E E T 2 O F 2 T Y P I C A L S E C T I O N S 3 OF 15

E A D D R E S S L O G O C O N S U L T A N T N A M E FEDERAL PROJECT NO. STP-5595(618) AR-1796 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963G-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: 08J MSD: C O N S
I M I
A
DRAWN: DATE: CHECKED:
G O H E R
T R U C T I O N N O T F O R P R E L
N
R Y
i
i
j t d f
y p

W A S H I N G T O N

R E S P O N S I B I L I T Y S C A 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

S T STA. 0+85.50 BEGIN PROJECT

07J & 08J

EXIST. ROW EXIST. ROW

RESURFACING LIMITS OF RESURFACING LIMITS OF LEGEND - PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAY

RESURFACING LIMITS OF

(UIP) (ATG) EXIST. INLET (UIP)

P R I V A T E E N T R A N C E ( U I P ) E N T R A N C E C O N C R E T E

POLE (UIP) EXIST. UTILITY G R A D E

1 1 % 4 2 A S P H A L T A T C L 4 0 P A V E D A P P R O A C H / S T A 1 + 8 1 4 4 R T 1 0 8 W

1 5 %

A D A /

i f t h t t h R E S U R F A C I N G N E W F L O R I S S A N T R O A D

y l i i d DESIGNED:

h i h

by d i l i

l l t h h

i b i l ity f

i f i t i p

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 12/22/2021 P U B L I

b O R K S T R A N S P O R T A T I O N C. MCKEE C. MCKEE B. EADS

O N M A T C H L I N E S T A 2 + 0 0 0 0 S H E E T 1 O F 1 0 P L A N S H E E T 4 OF 15

C W NEW FLORISSANT RD.

T j j j P O T S T A 0 + 0 0 0 0 1 + 0 0 Loc. #08J231151 1060 St. Catherine St. DB 4268 Pg 389 City of Florissant N/F Loc. #08J211065 102 N. New Florissant Rd. DB 9769 Pg 1959 DeSha, Fred A. & Tracy J. N/F Loc. #08J211120 420 N. New Florissant Rd. DB 9612 Pg 2397 Pomeroy, Edwin T. & Norma D. N/F G O H E R E A D D R E S S L O G O C O N S U L T A N T N A M E FEDERAL PROJECT NO. STP-5595(618) AR-1796 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963G-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: 08J MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d f y p f 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
i
S

S T C A T H E R I N E

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

07J & 08J

A D A / + 1 1 % 4 2 A S P H A L T A T C L 4 0 P A V E D A P P R O A C H / S T A 1 + 8 1 4 4 R T 1 0 8 W

+ 1 5 %

(UIP) G R A D E

P R I V A T E E N T R A N C E G R A D E

SIGN (UIP) (ATG) PULL BOX (ATG) PULL BOX

( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S

+ 1 0 % A D A /3 9 % 4 2 A S P H A L T A T C L 4 0 P A V E D A P P R O A C H / S T A 2 3 6 3 6 R T 9 8 W

(UIP)

RESURFACING LIMITS OF RESURFACING LIMITS OF R E S U R F A C I N G L I M I T S O F

A O NEW FLORISSANT

P R I V A T E E N T R A N C E G R A D E

1 5 % A D A /1 2 % 4 5 A S P H A L T A T C L 4 0 P A V E D A P P R O A C H / S T A 3 0 0 4 6 R T 1 3 1 W

CONFIGURATION S-PERP-2 PR PEDESTRIAN RAMP CONFIGURATION S-PERP-2 PR PEDESTRIAN RAMP

T.S.C.L. CURB TYPE S 4" HEIGHT CURB TYPE S 4" HEIGHT P.S.E.

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

CONFIGURATION S-PERP-2 PR PEDESTRIAN RAMP

CONFIGURATION S-PAR-2 PR PEDESTRIAN RAMP CONFIGURATION S-PAR-2 PR PEDESTRIAN RAMP

EXIST. ROW EXIST. ROW EXIST. ROW EXIST. ROW

(UIP) EXIST. PULL BOX EXIST. SIGN (UIP) (UIP) (UIP)

RD. (UIP) POLE (UIP) EXIST. UTILITY POLE (UIP) EXIST. UTILITY

R E S U R F A C I N G L I M I T S O F RESURFACING LIMITS OF RESURFACING LIMITS OF LEGEND - PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAY

(UIP) (UIP)

P R I V A T E E N T R A N C E ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T

EXIST. LANDSCAPING (UIP)

PRIVATE SIGN (UIP) PRIVATE LIGHT (UIP) T.S.C.L. (UIP) (UIP) (UIP) POLE (UIP) EXIST. UTILITY (UIP) EXIST. SIGN

A ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T

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

y l i i d

h i h DESIGNED:

by d i l i

l l t h h

i b i l ity f

S

i f i t i p

i

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 a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 12/22/2021 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. MCKEE C. MCKEE B. EADS

d d

i

f h l i g

R E S P O N S I B I L I T Y S C N M A T C H L I N E S T A 2 + 0 0 0 0 M A T C H L I N E S T A 7 + 0 0 0 0 S H E E T 2 O F 1 0 P L A N S H E E T 5 OF 15

y p

j j j 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 Loc. #08J231151 1060 St. Catherine St. DB 4268 Pg 389 City of Florissant N/F Loc. #08J230853 460 N. New Florissant Rd. DB 22178 Pg 3902 Delre, Anita N/F Loc. #08J230996 1140 St. Catherine St. DB 17714 Pg 4384 Pitezel, Michael C. & Debrorah L. N/F Loc. #08J231227 525 N. New Florissant Rd. DB 20632 Pg 998 Miller, Mike N/F Loc. #08J231238 575 N. New Florissant Rd. DB 22589 Pg 1139 Wilson Auto Repair, LLC N/F Loc. #08J230787 540 N. New Florissant Rd. DB 17291 Pg 2874 Nguyen, Cam V. & Le Thuy N/F Loc. #08J230941 504 N. New Florissant Rd. DB 11061 Pg 1541 Elizabeth J. Landgraf Trust N/F Loc. #08J211175 Florissant Rd. 440 N. New DB 22776 Pg 2932 Greiner, Debra Lee N/F Loc. #08J230765 Florissant Rd. 595 N. New DB 9384 Pg 88 Properties, Inc Bill Wilson N/F Loc. #08J230930 Florissant Rd. 598 N. New (par 2) DB 20015 Pg 1418 Florissant, LLC 598 New N/F 60 SF TENTATIVE T.S.C.L. 84 SF TENTATIVE T.S.C.L. 63 SF TENTATIVE T.S.C.L. 15 SF TENTATIVE P.S.E. 80 SF TENTATIVE T.S.C.L. 1 2 4 3 G O H E R E A D D R E S S L O G O C O N S U L T A N T N A M E FEDERAL PROJECT NO. STP-5595(618) AR-1796 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963G-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: 08J 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

07J & 08J

( U I P ) E N T R A N C E A S

SEE SIGNAL

y l i i d 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

FOR SIGNAL RELATED ITEMS NOTE:

A ( U I P ) E N T R A N C E C O N C R E T E

P.T.S.E. LEGEND - PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAY

RESURFACING LIMITS OF

CONFIGURATION S-PERP-2 PR PEDESTRIAN RAMP CONFIGURATION D-PAR-1 PR PEDESTRIAN RAMP

SHEETS CURB TYPE S 4" HEIGHT

S P O N S I B I L I T Y S C A T.S.C.L. CURB TYPE S 4" HEIGHT CURB TYPE S 4" HEIGHT CURB TYPE S 4" HEIGHT

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h NEW FLORISSANT

O EXIST. ROW EXIST. ROW EXIST. ROW EXIST. ROW

EXIST. CURB (UIP) (TBR&R) EXIST. SIGN (UIP)

i f i t i p

(UIP) (UIP) (UIP)

CONFIGURATION S-PAR-3 PR PEDESTRIAN RAMP

(UIP) (UIP) G R A D E

(UIP) (UIP)

RD. (UIP) (UIP)

R E T.S.C.L. T.S.C.L.

(REMOVE EXIST. ASPHALT) PR SIDEWALK P.T.S.E.

N

( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S

(UIP) (ATG) (ATG) (UIP)

RESURFACING LIMITS OF RESURFACING LIMITS OF

l l t h h 12/22/2021

V A

1 5 % A D A /7 2 % 4 2 A S P H A L T A T C L 4 0 P A V E D A P P R O A C H / S T A 3 0 9 9 2 8 R T 1 0 9 W

(UIP) (UIP) (UIP) (UIP) T.S.C.L. R E S U R F A C I N G L I M I T S O F

A N C G R A D E

A ( U I P ) E N T R A N C E A S P H A L T

i f t h t t h R D

b P A R K E R

1 5 % A D A /3 6 % 4 2 A S P H A L T A T C L 4 0 P A V E D A P P R O A C H / S T A 3 1 + 1 9 1 5 R T 1 0 0 W

P R I V A T E E N T R A N C E

R E S U R F A C I N G N E W F L O R I S S A N T R O A D (UIP) (UIP)

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 POLE (RELOC.) EXIST. UTILITY

P R I V A T E E N T R A N C E G R A D E

i b i l ity f DESIGNED:

C. POLE (RELOC.) EXIST. UTILITY POLE (RELOC.) EXIST. UTILITY POLE (RELOC.) EXIST. UTILITY

+ 1 5 % A D A / + 1 1 1 % 4 2 A S P H A L T A T C L 4 5 P A V E D A P P R O A C H / S T A 3 3 4 5 4 7 R T 2 1 8 W

by d i l i MCKEE C. MCKEE B. EADS

h i h N M A T C H L I N E S T A 2 8 + 5 0 0 0 M A T C H L I N E S T A 3 4 + 0 0 0 0 S H E E T 7 O F 1 0 P L A N S H E E T 10 OF 15

Z j 2 9 + 0 0 3 0 + 0 0 3 1 + 0 0 3 2 + 0 0 3 3 + 0 0 Loc #08J520923 1185 N. New Florissant Rd. DB 11596 Pg 1488 Keeven, Brian C. & Lisa D. (Trustees) N/F Loc #08J540130 1285 N. New Florissant Rd. DB 3719 Pg 102 Lutheran Church of the Atonement N/F Loc #08J540097 1356 N. New Florissant Rd. DB 12795 Pg 113 Kendrick, Violet M. N/F Loc #08J540042 1350 N. New Florissant Rd. DB 23552 Pg 1452 SRMZ 3, LLC N/F Loc #08J540019 1340 N. New Florissant Rd. DB 18549 Pg 582 Linnenbom, Vincent W. N/F Loc #08J521067 1705 Parker Rd. DB 6206 Pg 50 City of Florissant N/F Loc #08J520868 1180 N. New Florissant Rd. DB 14147 Pg 501 Stewart, Latoshia N/F Loc #08J520934 Florissant Rd. 1260 N. New DB 23158 Pg 1149 Almuttan, Mohammed N/F Loc #08J520945 Florissant Rd. 1300 N. New DB 6835 Pg 2146 & Linda L. Lucas, Andrew R. N/F TENTATIVE P.S.E. 32 SF TENTATIVE T.S.C.L. 376 SF 251 SF TENTATIVE T.S.C.L. 12 SF TENTATIVE P.S.E. 1,450 SF TENTATIVE T.S.C.L. 23 25 24 G O H E R E A D D R E S S L O G O C O N S U L T A N T N A M E FEDERAL PROJECT NO. STP-5595(618) AR-1796 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963G-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: 08J MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d f y p
f
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
i
S

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

07J & 08J

(REMOVE EXIST. ASPHALT) PR SIDEWALK LEGEND - PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAY

CURB TYPE S 4" HEIGHT

(UIP) (ATG) (UIP) (UIP) (UIP) (UIP) (UIP)

(UIP) MIN.4'BEHIND POLE

SIDEWALK BUMP-OUT

CURB TYPE S 4" HEIGHT

EXIST ROW EXIST ROW

(UIP)

(UI P )ENTRANCEASPHALT CONFIGURATION S-PAR-2 PR PEDESTRIAN RAMP

POLE (UIP) EXIST.UTILITY POLE (UIP) EXIST. UTILITY POLE (RELOC.) EXIST. UTILITY

(UIP) ENTRANC E ASPHALT ( U I P ) E N T R A N C E C O N C R E T E ( U I P )

(UIP) (UIP) (UIP)

EN T R AN C E

AS P H ALT

(UIP) (UIP)

T.S.C.L. RESURFACING LIMITS OF RESURFACING LIMITS OF RESURFACING LIMITS OF GNICAFRUSER STIMIL FO

NEW FLORISSANT RD OLD Y OR K D R .

T .S C L

T S C L

(UIP) (TBR&R) EXIST. SIGN (UIP) ENTRANC E C O NC RETE (UIP) ENTRANC E ASPHALT ( U I P) EN T R AN C E C O N C R ET E ( U I P ) E N T R A N C E C O N C R E T E

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

y l i i d DESIGNED:

h i h

by d i l i

l l t h h

b A

i b i l ity f

S

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 a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h 12/22/2021 P U B L I C W O R K S

i f t h t t h S P O R T A T I O N C. MCKEE C. MCKEE B. EADS

d d

i

i

T R N M ATC HLINE STA. 34 +00.00 M ENILHCTA ATS 00+93. 00. 11 OF 15

f h l i g

N S H E E T 8 O F 1 0 P L A N S H E E T

j j j j j PC STA 34+40. 62 3 5 + 0 0 3 6 + 0 0 3 7 + 0 0 83 + 00 Loc #08J540129 1362 N. New Florissant Rd. DB 21512 Pg 2060 Beckton, Charles A. Hampton, Erika N/F Loc #08J540163 1368 N. New Florissant Rd. DB 18535 Pg 1142 Goad, David L. (Etal) N/F Loc. #08J540206 1374 N. New Florissant Rd. DB 24396 Pg 1098 Washington, Deanna N/F Loc. #08J630550 1380 N. New Florissant Rd. DB 22304 Pg 3647 SMP Homes 3B, LLC N/F Loc. #08J630648 1390 N. New Florissant Rd. DB 23552 Pg 227 Shen, Jie N/F Loc. #08J630758 1400 N. New Florissant Rd. DB 23946 Pg 976 Moon Shooting Properties, LLC N/F Loc #08J540305 1425 N. New Florissant Rd. DB 12672 Pg 1348 DESMET RHF HOUSING, INC. N/F NO ACQUISITIONS 194 SF TENTATIVE T.S.C.L. 26 G O H E R E A D D R E S S L O G O C O N S U L T A N T N A M E FEDERAL PROJECT NO. STP-5595(618) AR-1796 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963G-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: 08J 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

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

07J & 08J

(UIP) POLE (UIP) EXIST. UTILITY MIN 4' BEHIND POLE SIDEWALK BUMP OUT

A

( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S

(UIP) (UIP)

( U I P ) E N T R A N C E A S P H A L T CONFIGURATION S-PAR-2 PR PEDESTRIAN RAMP TYPE S CURB 4" HEIGHT

(UIP) (UIP)

(UIP) EXIST. SIGN

T.S.C.L. (UIP) (UIP) RESURFACING LIMITS OF RESURFACING LIMITS OF

(UIP) (UIP) (UIP) (UIP) (UIP) (UIP) (UIP) (UIP) (UIP) MIN 4' BEHIND POLE SIDEWALK BUMP OUT

( U I P ) E N T R A N C E C O N C R E T E ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T

(REMOVE EXIST. ASPHALT) PR SIDEWALK (REMOVE EXIST. ASPHALT) PR SIDEWALK R E S U R F A C I N G L I M I T S O F LEGEND - PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAY

POLE (UIP) EXIST. UTILITY (UIP) EXIST. FH (UIP) EXIST. STRUCTURE

(UIP) EXIST. STRUCTURE

RESURFACING LIMITS OF ISLAND (UIP) EXIST. RAISED

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i f i t i p S P O N S I B I L I T Y S

A EXIST. ROW EXIST. ROW

TYPE S CURB 4" HEIGHT

O NEW FLORISSANT RD F O X R U N D R

O R EXIST. ROW EXIST. ROW

W F CURB TYPE S 4" HEIGHT CURB TYPE S 4" HEIGHT

O POLE (UIP) EXIST. UTILITY (RELOC.) EXIST. GUY

b N T R

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h I S S

R E S U R F A C I N G T S C L

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y l i i d N E

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S DESIGNED:

by d i l i C. MCKEE C. MCKEE B. EADS

h i h L

C A N M A T C H L I N E S T A 3 9 + 0 0 0 0 M A T C H L I N E S T A 4 4 + 0 0 0 0 S H E E T 9 O F 1 0 P L A N S H E E T 12 OF 15

U B L I C W O R K S T R A N S P O R T A T I O N T S C L

j j j P T S T A 3 9 + 6 2 5 2 4 0 + 0 0 4 1 + 0 0 4 2 + 0 0 4 3 + 0 0 Loc. #08J630912 1450 N. New Florissant Rd. DB 24283 Pg 429 CEP STL, LLC Series 16 N/F Loc. #08J540745 1700 N. Highway 67 St. DB 7254 Pg 1586 City of Florissant N/F Loc. #08J540767 1615 N. New Florissant Rd. DB 23164 Pg 2470 KAD Real Estate, LLC N/F Loc. #08J540756 1645 N. New Florissant Rd. DB 21426 Pg 1577 DCMTB Properties, LLC N/F Loc. #08J540901 1675 N. New Florissant Rd. DB 17295 Pg 3632 1790 North Lindbergh, LLC N/F Loc. #07J220017 1790 N. Highway 67 St. DB 17295 Pg 3636 1790 North Lindbergh, LLC N/F Loc. #08J631034 1200 Fox Run Dr. DB 24060 Pg 5600 Property Management Partners, LLC N/F Loc. #08J631199 1205 Fox Run Dr. DB 24060 Pg 5600 Porter, Edward R. & Lois J. N/F Loc. #08J631308 1660 N. New Florissant Rd. DB 15134 Pg 2970 Premiere Auto Service, Inc. N/F 247 SF TENTATIVE T.S.C.L. 222 SF TENTATIVE T.S.C.L. 189 SF TENTATIVE T.S.C.L. 408 SF. TENTATIVE T.S.C.L. 27 28 29 30 ADJUST GUY WIRE G O H E R E A D D R E S S L O G O C O N S U L T A N T N A M E FEDERAL PROJECT NO. STP-5595(618) AR-1796 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963G-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: 08J 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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07J & 08J

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

U .S

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ISLAND (UIP) EXIST. RAISED LEGEND - PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAY

(LINDBERGH

EXIST. ROW EXIST. ROW

(UIP) (ATG) (UIP) (UIP) (UIP) ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T

STA. 44+72.80 BEGIN PROJECT

NEW FLORISSANT RD

BLVD .) (UIP) (UIP) RESURFACING LIMITS OF

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

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by d i l i

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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

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h O 12/22/2021 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. MCKEE C. MCKEE B. EADS

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j j P O T S T A 4 6 + 1 5 1 4 4 5 + 0 0 4 6 + 0 0 Loc. #07J310383 1800 N. New Highway 67 St.. DB 20183 Pg 593 Amerco Real Estate Company N/F G O H E R E A D D R E S S L O G O C O N S U L T A N T N A M E FEDERAL PROJECT NO. STP-5595(618) AR-1796 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963G-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: 08J 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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