1"=20' HORIZONTAL

1"=5' VERTICAL

R/WRR

R/WRR

TRACK 2MAIN

¡ PROP.

REVISIONS

DATE DESCRIPTIONNO.

SHEET

RD-7A 2/14/2020 ST. LUCIE D9

N.T.S.

SCALE:

COUNTYSECTIONAAF CONTRACT

TYPICAL SECTION

ROADWAY PROFILE /

2/14/2020URS ...\ST_LUCIE_PROFILES.DGN5:43:59 PM

NATURAL GROUNDNATURAL GROUND

VARIES VARIES

SOD

VAR.

LEVEL

2'

CURB & GUTTERPROP. TYPE F

18'

NEW CONSTRUCTION *

SOD

VAR.

TORPEY ROADPROP. GRADE AT ¡ CONST.

TORPEY ROADEXIST. GRADE AT ¡ CONST.

TRACK 1MAIN

¡ PROP.

SEE PLAN STA. 10+81.10 - STA. 11+05.25

* MILLING, RESURFACING & OVERBUILDMILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

MILLING

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.2" AVG. DEPTH)

OVERBUILD

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1")

RESURFACING

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (6")

OPTIONAL BASE GROUP 15 (TYPE B-12.5 ONLY) (9")

NEW CONSTRUCTION (WITHIN 3' OF CROSSING PANEL)

-3.17%

9' 9'

LEVEL

2'

1:41:4

CURB & GUTTERPROP. TYPE F

N.T.S.DOT# 272210P

MP 237.10ST. LUCIE VILLAGE

TORPEY ROAD(EAST OF PROP. MAIN TRACK 1)

TYPICAL SECTION

¡ CONST. TORPEY ROAD

8

10

12

14

16

18

20

22

2424

8

10

12

14

16

18

20

22

2424

10+00 11+00 12+00+60 +80 +20 +40 +60 +80 +20 +40 +60 +80

EL

EV

=15.18'

PVI

ST

A. 10

+43.02

PVI

ST

A. 10

+50.02

EL

EV

=15.30'

PVI

ST

A. 10

+74.06

EL

EV

=14.73'

PVI

ST

A. 11

+00.17

EL

EV

=14.56'

PVI

ST

A. 11

+05.25

-2.20%

3.21%

-3.17%

C09_RW031-000 VOL 3 RD-7A REV 1

12" TYPE B STABILIZATION LBR 40

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")

OPTIONAL BASE GROUP 6

NEW CONSTRUCTION (BEYOND 3' OF CROSSING PANEL)

NO

TI

CE:

TH

E

OF

FI

CI

AL

RE

CO

RD

OF

THI

S

SH

EE

T I

S

TH

E

EL

EC

TR

ONI

C

FI

LE

DI

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

EN

D

PR

OFI

LE

BE

GI

N

PR

OFI

LE

P.E. LICENSE NUMBER

CERTIFICATE OF AUTHORIZATION EB 00000002

GORKY F. CHARPENTIER, P.E.

URS CORPORATION SOUTHERN

FORT LAUDERDALE, FL 33309

3201 WEST COMMERCIAL BLVD., SUITE 134

47523

1.65%

EL

EV

=15.30'

0.00%

1

1

1

POSTED SPEED: 15 MPH 1

- REVISED PROFILE AND ADDED POSTED SPEED02/07/20

MATCH LINE A

MATCH LINE B

MA

TC

H LIN

E S

TA.

12

+24.0

0

MATCH LINE C

MATCH LINE C

DOT# 272210P

MP 237.10

ST. LUCIE VILLAGE

TORPEY ROAD

C09 S016-000 VOL 4 SP-7 REV 1

NO

TI

CE:

TH

E

OF

FI

CI

AL

RE

CO

RD

OF

THI

S

SH

EE

T I

S

TH

E

EL

EC

TR

ONI

C

FI

LE

DI

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

102/07/20 - REVISED SIGNING AND LABELS

1

1

1

2/14/2020URS ...\PLAN SHEETS\PLANSP272210P.DGN6:02:32 PM

REVISIONS

DATE DESCRIPTIONNO.

SHEETP.E. LICENSE NUMBER

CERTIFICATE OF AUTHORIZATION EB 00000002

GORKY F. CHARPENTIER, P.E.

URS CORPORATION SOUTHERN

FORT LAUDERDALE, FL 33309

3201 WEST COMMERCIAL BLVD., SUITE 134

47523

SP-7 2/14/2020 ST. LUCIE

1"=20'

SCALE:

COUNTYSECTIONAAF CONTRACT

MARKING PLAN

SIGNING AND PAVEMENT

D09

AT&T BT

4" HDPE COND

2" CATV

UNK

UNKUNK

UNK

2-2" HDPE BE

CE

NT.

LIN

K

ELEC

Feet

0 5 20

OLD DIXIE H

WY

TORPEY RD

RR

DO N

OT

ST

OP

ON

TR

AC

KS

80 MPHMAY EXCEED

TRAINS

80 M

PH

MA

Y E

XC

EE

D

TR

AIN

S

80 MPHMAY EXCEED

TRAINS

MISC.

MISC.

MISC.

BOL

BOL

MISC.

MISC.

MISC.

BOL

BOL

BB

BOL

10+00

11+00

12+009+509+50

N

STA. 9+75.71MATCH EXISTINGPAVEMENT MARKINGSBEGIN SIGNING &

1 AS

STA. 11+83

36" DIA.

W10-1

1 AS

STA. 10+41

24" X 30"

R8-8

2.13' LT

+19.97

0.42' LT

+49.29

0.42' LT

+94.40

+75.03

(TYP.)RPM'S @ 40' C.C.BI-DIR. YELLOW6" DBL. YELLOW W/

0.94' LT

+31.00

13.23' LT

+29.82

39.42' LT

+06.03

27'R

43'R

+29.33

+05.25

9'-

0"

+74.28

8'-0"

9'-

0"

+75.88

1.02' LT

+49.00

9.00' RT

+49.24

10.89' LT

+48.77

+07.68

MATCH EXIST.

+05.82

MATCH EXIST.

+97.36

+36.63

8'-0"

MAIN TRACK 2¡ PROP.

EXIST. RR R/W LINE EXIST. RR R/W LINE

TORPEY RD.¡ CONST.

EXIST. RR R/W LINE EXIST. RR R/W LINE

TORPEY ROAD

(TO REMAIN)EXIST. SIGNS

(TO REMAIN)EXIST. SIGN

24" WHITE

24" WHITE24" WHITE

6" WHITE

6" WHITE

MAIN TRACK ¡ EXIST.

MAIN TRACK 1¡ PROP.

24" WHITE

24" WHITE

1 ASSTA. 10+19

(TO BE RELOCATED)EXIST. SIGNS

(TYP.)RPM'S @ 40' C.C.

BI-DIR. YELLOW6" DBL. YELLOW W/

6" WHITE

6" WHITE

1 ASSTA. 10+9036" x 36"

W10-8

1 AS70.21' LTSTA. 9+75 36" x 36"

W10-8

N

OL

D

DIXIE

HW

Y

MA

RIN

ER

OA

KS

WA

Y

MA

RIN

ER

OA

KS

WA

Y

1 ASSTA. 10+1836" x 36"

W10-8

MA

RIN

ER

OA

KS

WA

Y

1 ASTRAVEL LANE)

EDGE OF(100' FROM36" x 36"W10-4R

RE

LEA

SE

D F

OR

CO

NS

TR

UC

TIO

N - R

.M.W

., 02-13-2019

12516 12517 12518

MAIL

MIS

C.

MIS

C.

MIS

C.

BO

L

BO

L

MIS

C.

MIS

C.

MIS

C.

BO

L

BO

L

BB

BO

L

AT

&T B

T

4"

HD

PE C

ON

D

2"

CA

TV

UN

K

UN

K

UN

K

UN

K

2-2"

HD

PE B

E

CENT. LINK

ELE

C

10

+00

11

+00

TO

RP

EY R

OA

D

NW

NESE

SW

BB GCHOUSE

8'X8'

59'

41'

14'-

0"

PR

OP.

TR

AC

K C

TS

EXIST. RR R/W LINE EXIST. RR R/W LINE

EXIST. RR R/W LINE

59'

41'

EXIST. RR R/W LINE

¡ PROP. MAIN TRACK 1

EXIST. FENCE

(SEE NOTES 2 AND 3)AND RELOCATED)

(TO BE REPLACED ENCLOSURE AND BB

EXIST. 9W SIGNAL

FILLPROP.

¡ RE-ALIGNED MAIN TRACK 2

(TO BE RE-ALIGNED)¡ EXIST. MAIN TRACK 1

5)(SEE NOTE (TO BE RELOCATED)

EXIST. POWER DROP

(SEE NOTE 4)DETECTORPRESENSE PROP. VEHICLE

(SEE NOTE 1)GATE #3PROP. EXIT

(SEE NOTES 1 AND 2)AND RELOCATED)(TO BE REPLACEDEXIST. CROSSING GATE #1

(SEE NOTE 4) DETECTORPRESENSE

PROP. VEHICLE

(SEE NOTE 1)GATE #4

PROP. EXIT

(SEE NOTE 3, 7 AND 8)BB AND GCSIGNAL ENCLOSURE, PROP. 8' X 8'

AND 2)(SEE NOTES 1 AND RELOCATED)

(TO BE REPLACEDGATE #2

EXIST. CROSSING

15'-

0"

8'-0"8'-0"

4'-9"4'-9"

4'-

6"

10'-0"

10'-0"

OLD DIXIE HIGHWAY

30'-0"

TO

RP

EY R

OA

D

¡ C

ON

ST.

24'-

0"

15'-

0"

15'-

0"

7'-

0" 15'-

0"

17'-

0"

RFO

CLUSTER

Feet

0 5 20

N

C09_C014-000_VOL 5-CL 7 -REV 2

FINAL PLACEMENT OF ALL EQUIPMENT TO BE DICTATED BY SITE CONDITIONS.

FINAL HOUSE SIZE TO BE DETERMINED IN FINAL DESIGN8.

INTERSECTION IS COMPLETED CONCURRENTLY OR PRIOR TO GRADE CROSSING CONSTRUCTION.

INTERCONNECTION TO GRADE CROSSING SIGNAL EQUIPMENT TO BE INSTALLED IF THE ADJACENT

POTENTIAL SIGNALIZATION OF ADJACENT INTERSECTION TO BE COMPLETED BY OTHERS. 7.

EXISTING 12 F/O CABLE FROM F/O PULL BOX (BY OTHERS) TO SIGNAL ENCLOSURE.

INSTALL NEW PULL BOX (IF SHOWN AS PROPOSED) AND 1-1.25" HDPE F/O CONDUIT AND ROUTE 6.

THE SIGNAL WORK.

SERVICE POINT AND ALL CONNECTION REQUIREMENTS WITH FPL. INCIDENTAL TO THE COST OF

EXISTING BURIED SIGNAL POWER SERVICE, AND POWER POLE, TO BE RELOCATED. CONFIRM 5.

FINAL PLACEMENT OF EQUIPMENT TO BE DICTATED BY SITE CONDITIONS.4.

EXISTING PMD-1 IN SERVICE TO BE SALVAGED, REPLACE WITH XP4 IN NEW SIGNAL ENCLOSURE.3.

REMOVE AND SALVAGE. COORDINATE SALVAGED AND SCRAP MATERIALS WITH FECR/AAF ENGINEER.2.

CROSSING AND EXIT GATE ONLY), CROSSBUCK AND NUMBER OF TRACKS SIGN.

NEW ASSEMBLY WITH LEDs, AUDIBLE DEVICES (FOR CROSSING GATE ONLY), GATEKEEPERS (FOR 1.

GREEN = IN RED = OUT

DOT# 272210P

TORPEY ROAD - MP 237+0273

SCALE: 1" = 20'

into which they are connected.

the system (or sections of the system)

and complete operational testing of

checked by point to point breakdown

equipment shown herein must be

The operation of any circuits and

REVISIONS

2/25/2020

DR:

DES:

CHK:

APPR:

DATE:

FILE

DRAWING NO.

FLORIDA EAST COAST RAILWAYOFFICE OF THE CHIEF ENGINEER SIGNALS & COMMUNICATIONS

HIGHWAY CROSSING SIGNAL CIRCUITS

ILR / NRS

PS

PLANCL272210P.DGN

CL-7

SH. 1 OF 1

CROSSING LAYOUT - D09

ILR / NRS / BS

- 08/16/2019

1

CERTIFICATE OF AUTHORIZATION EB 00000002

URS CORPORATION SOUTHERN

P.E. LICENSE NUMBER 47523

3201 WEST COMMERCIAL BLVD., SUITE 134

FORT LAUDERDALE, FL 33309

GORKY F. CHARPENTIER, P.E.

NO

TI

CE:

TH

E

OF

FI

CI

AL

RE

CO

RD

OF

THI

S

SH

EE

T I

S

TH

E

EL

EC

TR

ONI

C

FI

LE

DI

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

1

1

1

2

2

- 02/07/20202

2

NOTES:

NORTH TO JACKSONVILLE SOUTH TO MIAMI

DOT# 272210P

MP 237.05

ST. LUCIE VILLAGE

TORPEY ROAD

RE

LEA

SE

D F

OR

CO

NS

TR

UC

TIO

N - R

.M.W

., 02-13-2019