Plans_Section_R.pdf
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- Veterans Drive (Route 30) Federal contract opportunity
- Solicitation number
- DTFH71-17-R-00014
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SIGNING AND PAVEMENT MARKING
BRINCKERHOFF
PARSONS
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:39:02 PM T:\Projects\173908_VeteransDr\signing\phase_1\GNNTSP01.dgnMiguel
VETERANS DRIVE
FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MAY, 2017
U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
O. MIGUEL
Reference
Sheet
Sheet:
DESIGNED
GENERAL NOTES
SIGNING & PAVEMENT MARKINGS GENERAL NOTES:
R-01
8.
7.
6.
5.
4.
3.
2.
1.
COORDINATION OF CROSSWALK REFER TO LANDSCAPE PLANS.
STOP BARS SHALL BE PLACED AT LEAST 5 FEET FROM CROSSWALKS IF TRAFFIC SIGNAL LOOPS ARE INSTALLED.
NO ADDITIONAL COST. COST OF MAINTAINING EXISTING SIGNS TO BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM.
PRE-CONSTRUCTION CONFERENCE. ANY LOST OR DAMAGED DURING CONSTRUCTION SIGNS SHALL BE REPLACED AT
THE CONTRACTOR SHALL SUBMIT A LIST OF THE EXISTING SIGNS TO THE PROJECT ENGINEER AT THE
THE EXISTING STREET NAMES AT THE TOP.
END OF CONSTRUCTION. THE NEW STOP SIGN POST SHALL HAVE ADEQUATE LENGTH TO ACCOMMODATE
THE STREET NAME SHALL BE REATTACHED TO THE TOP OF THE NEW STOP SIGNS ON MINOR SIDE STREETS AT THE
AREA UNDISTURBED BY THE CONSTRUCTION SO AS TO MINIMIZE DAMAGE TO THE SIGNS DURING CONSTRUCTION.
THE CONTRACTOR SHALL RELOCATE ALL EXISTING POST-MOUNTED STREET NAME AND STOP SIGNS TO A VISIBLE
MARKINGS WITHOUT DAMAGING THE ASPHALT.
THE ENGINEER MAY APPROVE AN ALTERNATIVE METHOD IF IT CAN BE DEMONSTRATED TO COMPLETELY REMOVE THE
AND REPLACING THE FRICTION COURSE A MINIMUM WIDTH OF 18 IN AT THE CONTRACTOR'S EXPENSE.
INCORRECTLY PLACED THERMOPLASTIC OR PAINT MARKINGS OVER FRICTION COURSE WILL BE REMOVED BY MILLING
THAN 5 FEET FROM THE ORIGINAL LOCATION MUST BE APPROVED BY THE ENGINEER OF RECORD.
WHEELCHAIR RAMPS, ETC., MAY BE ADJUSTED SLIGHTLY AS DIRECTED BY THE CO. LOCATION CHANGES GREATER
SIGN ASSEMBLY LOCATIONS SHOWN ON PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, AND AT ALL SIDE STREETS WITHOUT JOGS AND OFFSETS.
THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING AND THE END OF THE PROJECT
ADMINISTRATION STANDARD HIGHWAY SIGNS.
SHALL BE FABRICATED TO COMPLY WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY AND
FOR STREET AND HIGHWAYS, FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS. ALL SIGN PANELS
EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
ALL SIGNING AND PAVEMENT MARKINGS INSTALLED AS PART OF THESE PLANS SHALL CONFORM TO THE 2009
CB
ST MH
DI
DI
CB
CB
CB
CB
CB
CB
CB
CB
TCB
4.46
R
C P
R
C P
R
C P
4" R
CP
R
C P
240 241
L
IM
IT
S P
E E
D
30"X30"
W11-2
STA. 240+82
24"X12"
W16-7p
STA. 237+76
30"x36"
R2-1
30"X30"
W11-2
30"X30"
W11-2
STA. 239+66
24"X12"
W16-7p
STA. 240+43
24"X12"
W16-7p
STA. 240+83
24"X24"
M1-04
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:39:10 PM T:\Projects\173908_VeteransDr\signing\phase_1\PLANSP04.dgnMiguel
FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MAY, 2017
U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
O. MIGUEL
Reference
10 40
Feet
HARBOR
ST. THOMAS
H O
S P I T
A L
G
D E
20' O.C.
WHITE/RED RPM'S
4" WHITE W/BI-DIR.
R/W LINE
4" WHITE
20' O.C.
WHITE/RED RPM'S
4" WHITE W/BI-DIR.
WHITE/RED RPM'S 40' O.C.
10/30 SKIP 4" WHITE W/BI-DIR.
RPM'S 40' O.C.
W/BI-DIR YELLOW
164.60' OF 4" DBL YELLOW
4" WHITE
(TYP)
24" WHITE
R/W LINE
4" WHITE
R-02
(TYP)
24" WHITE
5.98' RT
+63.46
14.74' RT
+73.68
+83.11
4" WHITE
STA. 10+00.00
£ CONST. HOSPITAL GADE
STA. 240+25.70 =
¡ CONST. VETERANS DR.
4" WHITE
VETERANS DR.
4" WHITE
STA. 237+04.51, ¡ CONST. VETERANS DR.
MATCH EXIST. PAVEMENT MARKING
BEGIN SIGNING & PAVEMENT MARKING
BEGIN PROJECT
25'
25'
¡ CONST. VETERANS DR.
£ CONST. HOSPITAL GADE
STA. 11+60.60,
MATCH TO EXIST. PAVEMENT MARKING
C
O N
S T
H O
S P I T
D E
SHEET 1 OF 6
W/BI-DIR YELLOW RPM'S 40' O.C.
105.84 OF 4" DBL YELLOW
YELLOW RPM'S 8' O.C.
4" DOUBLE YELLOW W/BI-DIR.
TYP.
+73.73
(TYP)
4" YELLOW @10"
M A
T C
H
L I N
E
S
T A
.0
+78.63
.8
+27.14
+80.99
N
SC
P P
CB
CB
CB
CB
CB
CB
CB
L
L
5.4
5.2
X
.6
C
B C
244 245
ONLY
STOP
STOP
ONLY
L
IM
IT
S
P E
E D
STA. 242+76
30"x30"
R1-1
30"x36"
R3-5L
STA. 243+13
36"x36"
W1-4R
STA. 242+03
30"x36"
R2-1
STA. 245+65
30"x30"
R1-1
30"x36"
R3-5L
STA. 243+50
30"X30"
W4-2L
M A
T C
H
L I N
E
S
T A
.0
M A T C
H
L
IN
E
S T
A .0
10 40
Feet
K A
N
D E
VETERANS DRIVE
HARBOR
ST. THOMAS
D E
B E
LT
JE
N
R O
D
.5
E
T
R A
N C
E
F
D
B U I L
D I N
G
40' O.C.
W/BI-DIR YELLOW RPM'S
4" DBL YELLOW
4" WHITE
4" WHITE
RPM'S 40' O.C.
W/BI-DIR. WHITE/RED
10/30 SKIP 4" WHITE
4" WHITE
R/W LINE
(TYP)
24" WHITE
R/W LINE
RPM'S 40' O.C.
W/BI-DIR. WHITE/RED
10/30 SKIP 4" WHITE
SEE ARCHITECTURAL PLANS
BRICK PAVERS
+60.09 +45.17
SEE ARCHITECTURAL PLANS
BRICK PAVERS
+7 2.2
R-03
W/BI-DIR YELLOW RPM'S
4" DBL YELLOW
STA 242+65.29,46.21' LT
PAVEMENT MARKING.
MATCH EXIST
+38.7
20' O .C.
WHITE/RED RPM'S4" WHITE W/
BI-DI
R.
WHITE/RED RPM'S 20' O.C.
100 LF OF 4" WHITE W/BI-DIR.
4" YELLOW
4" W H
ITE
4" W H
ITE
¡ CONST. VETERANS DR.
SHEET 2 OF 6
+78.33
( SEE SHT R-08
)W BIR-
DIR YELLOW RPMS
18" YELLOW @ 10
24" WHITE
+95.99
+20.24
4" YELLOW
+02.28
+14.95
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:39:14 PM T:\Projects\173908_VeteransDr\signing\phase_1\PLANSP05.dgnMiguel
FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MAY, 2017
U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
O. MIGUEL
Reference
+53.3
+36.7
+74.87
P
S T
M H
C B
C B
C B
C B
C B
C B
C B
C B
C B
S
T
IM
A T
E D
A
C
1.
.3
.1
251 252
STA. 251+60
24"X24"
M1-04
10 40
Feet
¡ CONST. VETERANS DR.
DE BELTJEN ROAD
HARBOR
ST. THOMAS
EVIRD SNARETEV
24" WHITE
.1
R-04
SHEET 3 OF 6
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:39:18 PM T:\Projects\173908_VeteransDr\signing\phase_1\PLANSP06.dgnMiguel
FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MAY, 2017
U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
O. MIGUEL
Reference
A
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
R/W LINE
RPM'S 40' O.C.
W/BI-DIR. WHITE/RED
10/30 SKIP 4" WHITE
+11.67
WHITE/RED RPM'S 20' O.C.
100 LF OF 4" WHITE W/BI-DIR.
4" WHITE
4" WHITE
2/4 SKIP 4"
WHITE
4" YELLOW
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:39:21 PM T:\Projects\173908_VeteransDr\signing\phase_1\PLANSP07.dgnMiguel
FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MAY, 2017
U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
O. MIGUEL
Reference
SC
P
P
P
ST MH
CB ESTIMATED
43.12
39.06
NO STA
ND
ING TI
M E
ANY
STA. 252+76
12"x18"
R7-4
10 40
Feet
HARBOR
ST. THOMAS
DE BELTJE
N R
OAD
R/W L
INE
¡ CONST. VETERANS DR.
R-05
SHEET 4 OF 6
EVIRD SNARETEV
M A T C
H
LI
N E
S T
A .0
.2
4" W H
IT
E
2/4 S K
IP
4" W H
IT
E
58.21
+94.40
4" W
HITE
2/4 SKIP
4" WHITE
4" YELLOW
RPM'S
40'
O.C.W/B
I-DI
R. W
HITE/RED
10/3
0 SKIP
4" W
HITE
4" WHITE
M A
T C
H
L
IN
E
S
T A
.0
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:39:24 PM T:\Projects\173908_VeteransDr\signing\phase_1\PLANSP08.dgnMiguel
FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MAY, 2017
U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
O. MIGUEL
Reference
PIPE
SC
TANK
P
P
P
P
P
P
P
ST MH
CB
SPILLWAY ESTIMATED
STORM PIPES
CB
HDW ESTIMATED
HDW ESTIMATED
A/C
50.32
5.32 2.77
5.52 5.39
3.66 4.68
5.16
3.81
9.
EC.
WALK
9.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
7.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
9.
EC.
WALK9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
.0
EC.
WALK
.0
EC.
WALK
AERIAL UTIL
.3
E P 6 .5
E P
.7
E P
.8
E P
.9
E P
.1
E P
.2
.3
E P
.4
E P
.4
E P
6.09
.4
E P
.5
E P
8.39
CL.RD
8.31
CL.RD
8.18
CL.RD
8.11
CL.RD
8.02
CL.RD
7.86
CL.RD
9.13
EP
9.00
EP
8.74
EP
8.55
EP
8.00
EP
257 258 259
L
IM
IT
S P
E E
D
L
IM
IT
S P
E E
D
STA. 258+00
36"x36"
W1-4R
STA. 258+00
36"x36"
W1-4R
STA. 259+38
30"x36"
R2-1
STA. 260+61
30"x36"
R2-1
STA. 261+61
24"X24"
M1-04
10 40
Feet
VETERANS DRIVE
HARBOR
ST. THOMAS
1.
DE BELTJEN ROAD
RPM'S 40' O.C.
W/BI-DIR. WHITE/RED
10/30 SKIP 4" WHITE
¡ CONST. VETERANS DR.
4" WHITE
4" WHITE
R/W LINE
R/W LINE
.9
R-06
SHEET 5 OF 6
.5
.13 1
.5
+47.19
4" YELLOW
STA. 261+61.54
END PROJECT
( SEE SHT R-08)
W/BI-DIR YELLOW RPM'S
4" DBL. YELLOW
4" YELLOW @ 10'
M A
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
H E o
O F
ST MH
H
Y D
WV
D
D
D
WV
WVWV
E
D
S
S
WV
S
WV
9.
.3
EC.
WALK
.0
EC.
WALK
.0
EC.
WALK
9.
EC.
WALK
8.53
CL.RD
9.29
EP
9.13
" R
C P
R
C P
R
C P
15" RCP
D B L
X
C B
C
D B L
X
C B
C
18" RCP
W
IL
LI
A
M G
LE
W
IS
S R
LN
DE BELTJEN ROAD
L O
N G
B
A Y
R
D
R/W LINE
V E T E R A
N S D
R
IV
E
R/W LINE
R/W LINE
10 40
Feet
SHEET 6 OF 6
R-07
RPM'S 40' O.C.
W/BI-DIR. WHITE/RED
10/30 SKIP 4" WHITE
4" WHITE
( SEE SHT R-08)
YELLOW RPM'S 40' O.C.
4" DBL. YELLOW W/BI-DIR
MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:39:28 PM T:\Projects\173908_VeteransDr\signing\phase_1\PLANSP09.DGNMiguel
FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MAY, 2017
U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
O. MIGUEL
Reference
A
T C
H
L I N
E
S
H E o
O F
.5
.5
V A
R I E
S
4" W
HIT
E
STA. 264+86.00, ¡ CONST. VETERANS DR.
MATCH TO EXIST. PAVEMENT MARKING
END SIGNING & PAVEMENT MARKING
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:39:29 PM T:\Projects\173908_VeteransDr\signing\phase_1\SPDTSP01.dgnMiguel
FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MAY, 2017
U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
O. MIGUEL
Reference
40'
BIDIRECTIONAL YELLOW
DOUBLE YELLOW
15' 40'
BIDIRECTIONAL YELLOW
DOUBLE SOLID LINE
MULTILANE
BIDIRECTIONAL YELLOW
MARKER
RAISED REFLECTIVE
BIDIRECTIONAL YELLOW
LANE LINES
DIRECTION OF TRAVEL LINE
4" YELLOW EDGE
(TRAFFIC FLOWS IN OPPOSITE DIRECTION)
RPM PLACEMENT FOR TRAFFIC SEPARATION
4" DOUBLE YELLOW
45º
DIRECTION OF TRAVEL
4" YELLOW
4" DOUBLE YELLOW
MEDIAN OR ISLAND
LINE
4" YELLOW EDGE
25'
15'
VARIES 100' TO 150'
TWO ARROWS
TURN LANES LONGER THAN 200' ADD ONE ARROW FOR EACH 100' ADDITIONAL LENGTH.
ARROW SHOULD BE EVENLY SPACED BETWEEN FIRST AND LAST ARROW.
ARROW SPACING
NOTES:
1.
4" WHITE
DETAILS
R-08
NOTES:
ALL RPM'S SHALL BE CLASS "B".
THESE SPACINGS MAY BE REDUCED FOR SHARP CURVES IF REQUIRED.
ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL LINES.
THE SPACING ON SOLID LINES AND SOLID/ SKIP COMBINATION LINES SHALL BE 40'.
THIS SPACING MAY BE REDUCED TO 20' IF SPECIFICALLY CALLED FOR IN THE PLANS.
REFLECTIVE PAVEMENT MARKERS SHALL BE SPACED AT 40' ON ALL SKIP LANE LINES AND SKIP CENTER LINES.
5.
4.
3.
2.
1.
(T y p
4"
4"
File details come from the government source that posted it. Updated .