MAIL

BOL

BOL

BOL

BOL

BOL

3" CATV

2"

BE P

VC

AT&T 4" BT

UN

K

UN

K

1" CATV

1.75" CATV

12554

12555

10+00

11+00

12+00

� PROP. MAIN TRACK 1� PROP. MAIN TRACK 2

CURB & GUTTERCONST. TYPE 'F'

CURB & GUTTERCONST. TYPE 'F'

12.64' RT

+95.11

13.36' RT

+93.24

14.23' LT

+74.51

16.97' LT

+81.85

17.68' LT

+83.41

� PROP. MAIN TRACK 1� PROP. MAIN TRACK 2

EL. 9.58

10.00' LT

+11.73

EL. 10.47

10.00' RT

+99.45

EL. 10.45

12.00' LT

+90.96

16.09' LT

+63.32

16.09' LT

+61.32

EL. 10.47

10.85' LT

+56.32

+24.77

EL. 8.82

9.50' LT

+24.77PT

� EXIST. MAIN TRACK 1

+59.50

+26.21

EL. 7.44 (±)

+59.50

MATCH EXIST.

44'R

11.08' LT

+53.20

EL. 9.62

14.53' LT

+39.05

16.96' RT

+83.92

15.23' RT

+77.41

EL. 7.90

10.00' RT

+43.43

PC

EL. 9.05 (±)

21.20' LT

+28.21

MATCH EXIST.

12.90' LT

+11.58

¡ CONST. MILTON ROAD

STA. 10+82.73

¡ EXIST. MAIN TRACK 1 =

STA. 12554+40.88, 10.11' LT

19' ±

13' ±

42.35' RT

+25.19

EL. 9.14 (±)

24.33' RT

+28.21

MATCH EXIST.

EL. 9.17 (±)

24.33' RT

+26.21

MATCH EXIST.

35'R

EL. 10.49

9.01' RT

+56.32

¡ CONST. MILTON ROAD

STA. 10+68.32

¡ EXIST. MAIN TRACK 1 =

STA. 12554+37.68, 3.89' RT

EL. 9.05 (±)

21.20' LT

+26.21

MATCH EXIST.

EL. 9.63

14.05' RT

+39.05

EL. 9.44 (±)

42.32' RT

+22.20

MATCH EXIST.

16.70' LT

+71.08

11.01' RT

+56.32

16.41' RT

+61.32

16.41' RT

+63.32

GRADE TO DRAIN

EL. 8.94 (±)

36.69' RT

+46.41

MATCH EXIST.

EL. 9.10

27.64' RT

+33.08

56.32

MILTON ROAD

EXIST. RR R/W LINE

EXIST. RR R/W LINE

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

SURFACE GRADE CROSSING PROPOSED CONCRETE

SURFACE GRADE CROSSING PROPOSED CONCRETE

EL. 9.58

10.00' RT

+11.73

EL. 8.78

10.00' RT

+24.77

N

OL

D

DIXIE

HW

Y

EL. 7.35 (±)

+59.50

MATCH EXIST.

10.00' RT

+08.01

EL. 8.50

17.84' RT

+24.77

EL. 7.55 (±)

29.51' RT

+35.44

MATCH EXIST.

EL. 7.26 (±)

24.49' RT

+48.46

MATCH EXIST.

EXIST. RDWY R/W LINE

EXIST. RDWY R/W LINE

EXIST. RDWY R/W LINE

**

**

**

**

MR-1

EXIST. RDWY R/W LINE

EXIST. RDWY R/W LINE

EXIST. RDWY R/W LINE

¡ CONST. MILTON ROAD

STA. 10+26.21CONSTRUCTIONBEGIN

STA. 11+59.50CONSTRUCTIONEND

STANDARD INDEX 283PER FDOT DESIGNCONST. FLUME

N

LIMITS OF MILLING & RESURFACING

DOT# 272211W

MP 237.77

ST. LUCIE VILLAGE

MILTON ROAD

LIMITS OF NEW CONSTRUCTION

LIMITS OF VARIABLE DEPTH OVERBUILD

300 (6' WHEN ADJACENT TO SWK)3' CURB TRANSITION PER INDEX

C09_RW032-000 VOL 3 RD-8 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.

OPTIONAL BASE GROUP 9 (ONLY)LIMITS OF NEW CONSTRUCTION

02/07/20 - REVISED ENTIRE ROADWAY CROSSING

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

RD-8 2/14/2020 ST. LUCIE D9

1"=20'

SCALE:

COUNTYSECTIONAAF CONTRACT

ROADWAY PLAN

2/14/2020URS ...\ST_LUCIE_PLANS.dgn5:44:16 PM

1

1

1

Feet

0 5 20

**

C09_RW033-000 VOL 3 RD-8A 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.

1"=20' HORIZONTAL

1"=5' VERTICAL

R/WRR

R/WRR

TRACK 2MAIN

¡ PROP.

TRACK 1MAIN

¡ PROP.

MILTON ROADEXIST. GRADE AT ¡ CONST.

MILTON ROADPROP. GRADE AT ¡ CONST.

2

4

6

8

10

12

14

16

1818

2

4

6

8

10

12

14

16

1818

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

EL

EV

=9.33'

PVI

ST

A. 10

+26.21

E

LE

V=10.20'

P

VC

ST

A. 10

+48.32

E

LE

V=10.20'

P

VC

ST

A. 10

+48.32

EL

EV

=10.50'

PVI

ST

A. 10

+55.82

E

LE

V=10.66'

P

VT

ST

A 10

+63.32

EL

EV

=10.66'

PVI

ST

A. 10

+88.09

E

LE

V=10.62'

P

VC

ST

A. 10

+90.09

EL

EV

=10.37'

PVI

ST

A. 11

+01.47

E

LE

V=9.60'

P

VR

C

ST

A 11

+12.85

EL

EV

=8.21'

PVI

ST

A. 11

+33.37

E

LE

V=7.67'

P

VT

ST

A 11

+53.89

EL

EV

=7.52'

PVI

ST

A. 11

+59.50

3.93%

0.00%-2.20%

-2.65%

K=9

G2 2.20%

G1 3.93%

VC=15.00'

K=5

G2 -6.75%

G1 -2.20%

VC=22.76'

K=10

G2 -2.65%

G1 -6.75%

VC=41.04'

2.99%

-2.65% 0.39%

02/07/20

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

RD-8A 2/14/2020 ST. LUCIE D9

N.T.S.

SCALE:

COUNTYSECTIONAAF CONTRACT

TYPICAL SECTION

ROADWAY PROFILE /

2/14/2020URS ...\ST_LUCIE_PROFILES.DGN5:44:19 PM

AND STA. 11+24.77 - STA. 11+59.50

SEE PLAN STA. 10+26.21 - STA. 10+56.32

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

MILLING

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (4.5" 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)

12" TYPE B STABILIZATION LBR 40

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

OPTIONAL BASE GROUP 6

NEW CONSTRUCTION (BEYOND 3' OF CROSSING PANEL)

NATURAL GROUND

NATURAL GROUND

VARIES VARIES

10'10'

20'

NEW CONSTRUCTION *

1:4

SOD

VAR.

LEVEL

2'

CURB & GUTTERPROP. TYPE F

1:4

SOD

VAR.

SHLDR

UNPAVED

PROP. 6'

0.06

0'-1'VAR.

¡ CONST. MILTON ROAD

NATURAL GROUND

VARIES VARIES

10'10'

20'

NEW CONSTRUCTION *

0'-1'VAR.

¡ CONST. MILTON ROAD

N.T.S.DOT# 272211W

MP 237.77ST. LUCIE VILLAGE

MILTON ROAD OF PROP. MAIN TRACK 1)EAST(

TYPICAL SECTION

1:4

SOD

VAR.

LEVEL

2'

NATURAL GROUND

1:4

SOD

VAR.

SHLDR

UNPAVED

PROP. 6'

0.06

N.T.S.DOT# 272211W

MP 237.77ST. LUCIE VILLAGE

MILTON ROAD OF PROP. MAIN TRACK 2)WEST(

TYPICAL SECTION

CURB & GUTTERPROP. TYPE F

OPTIONAL BASE GROUP 9 (LIMEROCK BASE) (LBR 100) (10")

NEW CONSTRUCTION

1

1

1

1 1

POSTED SPEED: 15 MPH 1

- REVISED PROFILE AND ADDED POSTED SPEED

MATCH LINE B

MATCH LINE A

N

DOT# 272211W

MP 237.77

ST. LUCIE VILLAGE

MILTON ROAD

C09 S018-000 VOL 4 SP-8 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.

02/07/20

1

1

1

1

1

1

2/17/2020URS ...\PLAN SHEETS\PLANSP272211W.DGN11:33:10 AM

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-8 2/17/2020 ST. LUCIE

1"=20'

SCALE:

COUNTYSECTIONAAF CONTRACT

MARKING PLAN

SIGNING AND PAVEMENT

D09

MILEPOST

- REVISED PAVEMENT MARKING AND SIGNING AND

3" CATV

2"

BE P

VC

AT&T 4" BT

UN

K

UN

K

1" CATV1.75" CATV

Feet

0 5 20

MILTON RD

OLD DIXIE H

WY

80 M

PH

MA

Y E

XC

EE

D

TR

AIN

S

DO N

OT

ST

OP

ON

TR

AC

KS

DO N

OT

ST

OP

ON

TR

AC

KS

CLE

ARAN

CE

LOW G

ROUND

RR

BOL

BOL

MISC.

MISC.

BOL

BOL

MISC.

BOL

MISC.

BB

10+00

11+00

12+00

9+509+50

STA. 10+26.21MATCH EXISTINGPAVEMENT MARKINGSBEGIN SIGNING &

STA. 12+20.00MATCH EXISTINGPAVEMENT MARKINGSEND SIGNING &

0.58' LT

+44.32

0.76' LT

+88.87 0.77' LT

+11.57

+10.55

+11.73

+43.46

+59.50

10'-

0"

10'-

0"

8'-0"

+63.93EXIST.

MATCH

+59.50

+59.50

+19.79

MATCH EXIST.

+48.84

10'-

0"

10'-

0"

0.58' LT

+62.32

+22.20

+56.32

0.58' LT

+33.32

30'R

35'R

+62.32

+62.32

+11.85

+10.93

8'-0"

EXIST. RR R/W LINE MAIN TRACK 2¡ PROP.

EXIST. RR R/W LINE

MILTON ROAD

MILTON RD.¡ CONST.

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

(TO REMAIN)EXIST. SIGN

24" WHITE

24" WHITE

24" WHITE

24" WHITE

1 ASSTA. 10+34

(TO BE RELOCATED)EXIST. SIGNS

MAIN TRACK ¡ EXIST.

MAIN TRACK 1¡ PROP.

6" WHITE

6" WHITE(TYP.)

RPM'S @ 40' C.C.BI-DIR. YELLOW

6" DBL. YELLOW W/

6" WHITE

24" WHITE

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

6" WHITE

1 ASSTA. 11+4336" x 36"

W10-8

1 ASSTA. 10+5624" x 30"

R8-8

6" WHITE

N

OL

D

DIXIE

HW

Y

1 ASTRAVEL LANE)

EDGE OF(100' FROM36" x 36"

W10-8

1 ASSTA. 11+1224" x 30"

R8-8

1 ASSTA. 11+9830" X 24"W10-5P

36" X 36"W10-5

36" DIA.W10-1

MATCH LINE B

MATCH LINE A

N

DOT# 272211W

MP 237.77

ST. LUCIE VILLAGE

MILTON ROAD

C09 S019-000 VOL 4 SP-8A 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.

02/07/20

1

1

1

1

1

1

2/17/2020URS ...\PLAN SHEETS\PLANSP272211W.DGN11:33:11 AM

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-8A 2/17/2020 ST. LUCIE

1"=20'

SCALE:

COUNTYSECTIONAAF CONTRACT

MARKING PLAN

SIGNING AND PAVEMENT

D09

MILEPOST

- REVISED AND DELETED SIGNING. REVISED

Feet

0 5 20

80 MPHMAY EXCEED

TRAINS

CLEARANCELOW GROUND

MISC.

1 ASTRAVEL LANE)

EDGE OF(150' FROM30" X 24"W10-5P

36" X 36"W10-5

36" X 36"W10-3L

80 MPH

MAY EXCEED

TRAINS

CLEARANCELOW GROUND

EXIST. RR R/W LINE

EXIST. RR R/W LINE

N

OL

D

DIXIE

HW

Y

1 ASTRAVEL LANE)

EDGE OF(100' FROM36" x 36"

W10-8

MISC.

1 ASTRAVEL LANE)

EDGE OF(150' FROM30" X 24"W10-5P

36" X 36"W10-5

36" X 36"W10-3R

EXIST. RR R/W LINE

N

OL

D

DIXIE

HW

Y

1 ASTRAVEL LANE)

EDGE OF(100' FROM36" x 36"

W10-8

12553 12554 12555

MAIL

BO

L

BO

L

MAIL

MAIL

MIS

C.

MIS

C.

MIS

C.

BO

L

BO

L

MIS

C.

BO

L

MIS

C.

BB

MAIL

MIS

C.

3"

CA

TV

2" BE PVC

AT

&T 4"

BT

UNK

UNK

1"

CA

TV

1.7

5"

CA

TV

10

+00

11+00

NW

NE SE

SW

BB

GC

8'X8'

HOUSE

59'

16'

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

(SEE NOTES 1, 2 AND 4)AND RELOCATED)(TO BE REPLACED GATE #1EXIST. CROSSING

(SEE NOTES 2 AND 3)AND RELOCATED)

(TO BE REPLACED ENCLOSURE AND BB

EXIST. 9W SIGNAL

14'-

0"

PR

OP.

TR

AC

K C

TS

(SEE NOTE 6)(BY OTHERS)

PULL BOXFIBER OPTIC

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

¡ RE-ALIGNED MAIN TRACK 2

1 AND 2)(SEE NOTES

AND RELOCATED)(TO BE REPLACED

GATE #2EXIST. CROSSING

(SEE NOTE 5)(TO REMAIN)

EXIST. POWER DROP1)(SEE NOTE

GATE #4PROP. EXIT

(SEE NOTE 1)GATE #3PROP. EXIT

(SEE NOTE 4)DETECTORPRESENSE

PROP. VEHICLE

(SEE NOTE 4)DETECTORPRESENSEPROP. VEHICLE

(SEE NOTE 7)PROP. CUT SECTION

(SEE NOTE 3, 8 AND 9) ENCLOSURE, BB, AND GC

PROP. 8'X8' SIGNAL

15'-

0"

15'-

0"

15'-

0"

12'-3"

21'-

0"

12'-3"8'-0"

13'-

5"

10'-0"

10'-0"

29'-3"

28'-

5"

80'-11"

MILT

ON R

OA

D¡ C

ON

ST.

MILT

ON R

OA

D

4'-9"

RFO

Feet

0 5 20

N

C09_C015-000_VOL 5-CL 8 -REV 2

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

DOT# 272211W

MILTON ROAD - MP 237+4044

SCALE: 1" = 20'

REVISIONS

2/17/2020

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

PLANCL272211W.DGN

CL-8

SH. 1 OF 1

CROSSING LAYOUT - D09

ILR / NRS / BS

system) into which they are connected.

testing of the system (or sections of the

equipment shown and complete operational

The operation of any circuits and

GREEN = IN RED = OUT

FINAL HOUSE SIZE TO BE DETERMINED IN FINAL DESIGN9.

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. 8.

PLANS FOR CIRCUITS, DETAILS AND ADDITIONAL INFORMATION.

CONTRACTOR SHALL REFER TO THE TYPICAL CIRCUIT/FINAL DESIGN PLANS AND WAYSIDE SIGNAL 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.

EXISTING AERIAL SIGNAL POWER SERVICE AND POWER POLE, TO REMAIN.5.

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

EXISTING PMD-1B 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.

- 08/16/2019

1

1

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

- 02/07/20202

2

2

2

NOTES:

NORTH TO JACKSONVILLE SOUTH TO MIAMI

DOT# 272211W

MP 237.77

ST. LUCIE VILLAGE

MILTON ROAD

RE

LEA

SE

D F

OR

CO

NS

TR

UC

TIO

N - R

.M.W

., 02-13-2019