** show exist river woods sign. may be in conflict with ......and sta. 11+24.77 - sta. 11+59.50 see...
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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
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OF
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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
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SH
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T I
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TH
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EL
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TR
ONI
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AN
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UN
DE
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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
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CO
RD
OF
THI
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SH
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T I
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AN
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UN
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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
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THI
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UN
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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
BO
L
BO
L
MIS
C.
MIS
C.
MIS
C.
BO
L
BO
L
MIS
C.
BO
L
MIS
C.
BB
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
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