Post on 04-Aug-2020
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
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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
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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
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