Plans_Section_F.pdf
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- Veterans Drive (Route 30) Federal contract opportunity
- Solicitation number
- DTFH71-17-R-00014
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FP ID NO.
ST THOMAS
COUNTYROAD NO.
RTE 30
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
DESIGNED
Miami, FL 33126 Ph. (305) 514-3100
7650 Corporate Center Dr., Suite 300
Reference
Sheet
Sheet:
VETERANS DRIVE
U.S.V.I.
DEPARTMENT OF PUBLIC WORKSBRINCKERHOFF
PARSONS
O. MIGUEL
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DPC-34(1)
MODEL NAME = Default
PEN TABLE =
$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/17/2017 10:36:46 AM T:\Projects\173908_VeteransDr\geotech\phase_1\RDSSGEO01.dgnMiguel
MAY, 2017 SHEET 1 0F 1
ROADWAY SOILS SURVEY
STRATUM NOTES GENERAL NOTES
- WATER TABLE ENCOUNTERED
EMBANKMENT AND SUBGRADE MATERIAL
GNE - GROUNDWATER NOT ENCOUNTERED
ROAD NO.: ROUTE 30
LOCATION: ST. THOMAS, USVI
DEPARTMENT OF PUBLIC WORKS
US VIRGIN ISLANDSDATE OF SURVEY: AUGUST - OCTOBER 2006
SURVEY MADE BY: M. STEPHANI, P.E.
SUBMITTED BY: K. HANSON, P.E.
PERCENT PASS
SIEVE ANALYSIS RESULTS
PROJECT NAME: VETERANS DRIVE IMPROVEMENTS
FINANCIAL PROJECT ID :
REFERENCE: ¡ CONST.
¡ CONST. BEGINS STA : 234+97.37 ¡ CONST. ENDS STA. : 260+37.25
CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS
LIMITS (%)
ATTERBERG
LIMIT
LIQUID DESCRIPTION
TESTS
NO. OF
TESTS
NO. OF
ORGANIC
TESTS
NO. OF
MESH
MESH
MESH
MESH
MESH
INDEX
PLASTIC
GROUP
AASHTO
TESTS
NO. OF
CONTENT
ORGANIC
CONTENT
MOISTURE
CONTENT
MOISTURE
LBR
VALUE
LBR
CONTENT
MOISTURE
OPTIMUM
1.0 INCH 0.5 INCH
1 1 11 24-78 18-47
2 -- 17 29-90 18-74 10-52
3 1 1
A-2-4
46-70
40 34 29 25 1 31 15
5.2 -- 42-100 8-31 6-23 A-1 / A-3
-- -- -- 61-100 7-33
<0.01 17 63 A-2-6--
80-92
68-98
64-82
55-86
57-78
49-83
44-79
70 66 4 A-7-6
-- -- 51-72 44-67 A-4
2.1-3.0 15-66 38-72 11 32-40 14-22 A-6
3.4-4.1 14-29 42-73 27-52
BOULDERS
DECOMPOSED ROCK
BRECCIA
73-100
88-100
70-100
88-100
92-98
81-100
100 100
CONCRETE, ASPHALT, BASE
F-01
CLAY, SHELL, TRACE CORAL FRAGMENTS (FILL MATERIAL).
GREY, BROWN, ORANGE SILTY FINE TO COARSE SAND, SOME GRAVEL,
TRACE GRAVEL, CORAL FRAGMENTS (COASTAL SEDIMENTS).
ORANGISH BROWN, GREY CLAYEY FINE SAND, SANDY CLAY, SOME SHELL,
TO SILTY SAND, SANDY GRAVEL, SOME SHELL, TRACE CORAL FRAGMENTS (FILL MATERIAL).
GREY, BROWN, ORANGE FINE TO COARSE SAND WITH SOME SILT
NO.
LAYER
M. TRUZMAN
AS NOTED ON THE CROSS-SECTIONS.
WITH STANDARD INDEX 500 OF THE 2014 FDOT DESIGN STANDARDS OR
3. REMOVAL OF ORGANIC AND PLASTIC MATERIALS SHALL BE IN ACCORDANCE
IN ACCORDANCE WITH STANDARD INDEX 505.
SOIL AS DEFINED BY THE 2008 FDOT DESIGN STANDARDS AND MAY BE UTILIZED
2. LAYER 3, 4 & 5 ARE "PLASTIC" SOILS AND LAYER 6 IS A "HIGH PLASTIC"
AT THE TIME OF CONSTRUCTION.
LAYER 2 SHOULD BE USED IN THE EMBANKMENT ABOVE THE WATER LEVEL EXISTING
DUE TO THE FINES CONTENT, LAYER 2 MAY BE DIFFICULT TO COMPACT WHEN WET.
STANDARDS AND MAY BE UTILIZED IN ACCORDANCE WITH STANDARD INDEX 505.
1. LAYER 1 AND 2 ARE "SELECT" SOILS AS DEFINED BY THE 2014 FDOT DESIGN
LAYER BOUNDARIES ARE APPROXIMATE. MAKE FINAL CHECK AFTER GRADING.
4. BORINGS PLOTTED BY DEPTH FROM THE EXISTING GROUND SURFACE.
THE RESPONSIBILITY OF THE PERSON PERFORMING THE EXTRAPOLATION.
SOIL BORING. EXTRAPOLATION OF THE SOIL BORING DATA TO OTHER LOCATIONS IS
AND MAY NOT APPLY TO ANY OTHER LOCATIONS EXCEPT AT THE LOCATION OF THE
3. SOIL DESCRIPTIONS AND TEST DATA SHOWN ARE FOR THE SOIL BORING ONLY
2. LAYER NUMBER WITH * DENOTES FILL MATERIAL.
1. NUMBERS WITHIN THE BORINGS INDICATE THE LAYER NUMBER.
ORANGISH BROWN FINE TO COARSE SAND, SOME GRAVEL, SILT AND CLAY (ALLUVIUM).
SOME GRAVEL (ALLUVIUM).
ORANGISH BROWN, BLUISH GREY FINE TO COARSE VERY SILTY SAND, SILT,
CLASSIFICATION
USCS
SP,SM,GP
SM
SM,SC
SM,ML
SC,CL
CL,CN
TRACE GRAVEL (COASTAL SEDIMENTS).
ORANGISH BROWN, BLUISH GREY SANDY CLAY, HIGH PLASTIC CLAY,
237+04.74
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-02 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:48 AM
ST THOMAS
NO.
SHEET
3.78
P
G L
E
L
.8
STA. 237+04.51
BEGIN MILLING & RESURFACING
BEGIN WIDENING
BEGIN CONSTRUCTION
and dimensions of the wall, refer to structural drawings.
Proposed wall depicted on these cross section is shown for reference only. For details
EL 1.21
BE
EL -3.19
SS
EL -1.02
10" WM
EL -2.55
24" WM
0.0030.003
Horiz.0.003
0.02
3.82
00 1010 2020 3030 4040 5050 6060
-10 -10
-8 -8
-6 -6
-4 -4
-2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
34 34
36 36
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is t
R
W
M A
T C
H
L I N
E
M A
T C
H
L I N
E
70 80 90 100
.7
-2
-4
-6
-8
-10
-12
.7
.7
237+50.00
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-03 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:48 AM
ST THOMAS
NO.
SHEET
3.69
EL -0.18
BE
EL -3.26
SS
EL -1.11
10" WMEL -2.63
24" WM
0.0030.0030.02
Phase 2
4.09
4.09
.0
0.010
0.014
Phase 2
00 1010 2020 3030 4040 5050 6060
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.1
.9
M A
T C
H
L I N
E
M A
T C
H
L I N
E
70 80 90 100
-2
-4
-6
-8
-10
-12
.4
238+00.00
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-04 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:49 AM
ST THOMAS
NO.
3.35
L
E
L
.1
L
E
L
.1
EL 1.09
BE
EL -3.12
SS
EL -0.95
10" WM
EL -2.03
24" WM
0.0020.0020.02
Phase 2
0.013
0.013
EL 4.47
EL 4.47
00 1010 2020 3030 4040 5050 6060
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
34 34
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.2
.1
M A
T C
H
L I N
E
70 80
-2
-4
-6
-8
-10
-12
M A
T C
H
L I N
E
.5
238+50.00 7 334
239+00.00 3
9 622
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-05 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:49 AM
ST THOMAS
NO.
3.20
L
E
L
.3
L
E
L
.3
EL 1.26
BE
EL -2.89
SS
EL -0.75
10" WM
EL -1.77
24" WM
0.004 0.0040.02
PBW-10
GSE -5.0
238+34.07
0.022
3.17
L
E
L
L
E
L
.5
EL 1.29
BE
EL -3.07
SS
EL -0.60
10" WM
0.0150.020.009 0.023
00 1010 2020 3030 4040 5050 6060
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.3
.3
M A
T C
H
L I N
E
-2
-4
-6
-8
-10
-12
M A
T C
H
L I N
E
.7
.9
E x is
W
.5
.4
.1
10" WM
239+50.00 2
239+73.45
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-06 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:49 AM
ST THOMAS
NO.
2.98
L
E
L
L
E
L
.7
EL -2.96
SS
EL -0.57
10" WM
.9
0.020.084 0.02
3.24
L
E
L
.8
L
E
L
.8
STA. 239+73.45
BEGIN FULL DEPTH RECONSTRUCTION
END MILLING & RESURFACING
END WIDENING
EL -2.79
SS
EL -0.58
10" WM
0.02 0.02
0.080
.0
0.026
00 1010 2020 3030 4040 5050 6060
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.9
240+00.00
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-07 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:50 AM
ST THOMAS
NO.
SHEET
3.10 2*
239+81.35 R 1
PBL-7
GSE 3.2
P
G L
E
L
L
E
L
.7
EL 1.46
BE
EL -2.87
SS
EL -0.65
10" WM
.8
0.010.02 0.012
.5
0.012
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
M A
T C
H
L I N
E
M A
T C
H
L I N
E
70 80
-2
-4
-6
-8
-10
-12
240+50.00 27
241+00.00 17
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-08 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:50 AM
ST THOMAS
NO.
SHEET
3.08
P
G L
E
L
.6
L
E
L
.6
EL -3.19
SS
EL -0.67
10" WM
EL 0.37
BE
.7
0.010.02 0.013
.3
0.013
4.45
.0
0.02 0.02 0.02 0.02 P
G L
E
L
L
E
L
.4
.4
EL -3.26
SS
EL -1.48
10" WM
EL 0.34
BE
.5
0.01 0.020.02
00 1010 2020 3030 4040 5050 6060
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
M A
T C
H
L I N
E
70 80
-2
-4
-6
-8
-10
-12
M A
T C
H
L I N
E
E x is
W
241+50.00 14
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-09 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:50 AM
ST THOMAS
NO.
SHEET
.0
0.02 0.02 0.02 0.02
PBW-12
GSE -4.7
241+57.48 R 12
L
E
L
L
E
L
.4
.4
EL -3.35
SS
EL -1.49
10" WM EL 1.10
BE
.6
0.01 0.02 0.010.02
00 1010 2020 3030 4040 5050 6060
-52 -52
-50 -50
-48 -48
-46 -46
-44 -44
-42 -42
-40 -40
-38 -38
-36 -36
-34 -34
-32 -32
-30 -30
-28 -28
-26 -26
-24 -24
-22 -22
-20 -20
-18 -18
-16 -16
-14 -14
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
242+00.00 12
242+50.00 13
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-10 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:51 AM
ST THOMAS
NO.
SHEET
.1
0.02 0.02 0.02 0.02
P G
L
E
L
L
E
L
.6
.5
EL -3.47
SS
EL 1.02
BE
EL -1.04
10" WM
.7
0.01 0.02 0.010.02
.0
0.02 0.020.02 0.02 0.02 P
G L
E
L
L
E
L
.7
.7
EL 1.84
BE
EL -2.23
SSEL -0.68
10" WM
.9
0.01 0.020.010.04
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.6
E x is
W
242+74.51 11
243+00.00 7
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-11 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:51 AM
ST THOMAS
NO.
SHEET
.1
0.02 0.020.02 0.02
0.03 P
G L
E
L
L
E
L
.8
EL -2.99
SSEL -1.50
10" WM
EL 0.86
BE
.9
.8
0.01 0.020.014 .4
.9
0.02 0.02 1:2
0.02 0.02 P
G L
E
L
.9
L
E
L
.9
.8
EL 0.45
BE
EL -2.36
SS
EL -0.85
10" WM
0.01 0.020.010.02
00 1010 2020 3030 4040 5050 6060
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
KANAL GADE
E x is
W
.8
E x is
W
.9
.0
243+50.00 7
244+00.00 4
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-12 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:51 AM
ST THOMAS
NO.
SHEET
.8
0.02 0.02
1:2
0.02 0.02
P G
L
E
L
L
E
L
.0
.0
EL 0.63
BE
EL -1.64
SS
EL -1.04
10" WM
0.01 0.020.010.02 .9
0.02 0.02 0.02 0.02
PBL-8
GSE 4.8
244+09.75 R 1
2*
4.00
L
E
L
.2
L
E
L
.2
.1
EL 0.70
BE
EL -2.31
SS EL -0.76
10" WM
0.01 0.02 0.010.020.01
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
-14 -14
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.2
.0
E x is
W
.2
244+50.00 3
245+00.00
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-13 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:52 AM
ST THOMAS
NO.
SHEET
.9
0.02 0.02
1:2
0.02 0.02
P G
L
E
L
L
E
L
.3
.3
EL 0.92
BE
EL -2.34
SS
EL -0.77
10" WM
0.01 0.020.010.02 .1
0.02 0.02 1:2
0.02 0.02 P
G L
E
L
L
E
L
.5
.4
EL 0.97
BE
EL -2.20
SS
EL -0.78
10" WM
0.01 0.020.010.02
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.5
.3
E x is
W
.6
245+50.00
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-14 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:52 AM
ST THOMAS
NO.
SHEET
.1
0.02 0.02 -0.030.02
0.02 0.02
PBL-9
GSE 5.4
245+74.19 R 1
2*
2*
2*
L
E
L
L
E
L
.6
EL -0.37
10" WM
EL 1.36
BE
0.01 0.020.01
.5
00 1010 2020 3030 4040 5050 6060
-48 -48
-46 -46
-44 -44
-42 -42
-40 -40
-38 -38
-36 -36
-34 -34
-32 -32
-30 -30
-28 -28
-26 -26
-24 -24
-22 -22
-20 -20
-18 -18
-16 -16
-14 -14
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.8
246+00.00 4
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-15 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:52 AM
ST THOMAS
NO.
SHEET
.4
0.02 0.02 0.02 0.020.080.02
0.10 P
G L
E
L
L
E
L
.8
EL 1.85
BE
0.01 0.020.01
.1
0.005
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
M A
T C
H
L I N
E
E x is
W
M A
T C
H
L I N
E
70 80 90 100
-2
-4
-6
-8
-10
-12
.5
.9
.8
.3
246+50.00 0
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-16 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:53 AM
ST THOMAS
NO.
SHEET
.4
0.02 0.02 0.02 0.02 1:2
L
E
L
L
E
L
.9
EL 2.27
BE
0.01 0.02
0.009
.1
0.0 0.007
0.012
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
34 34
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
M A
T C
H
L I N
E
E x is
W
M A
T C
H
L I N
E
70 80 90 100
-2
-4
-6
-8
110 120 -10
.1
.9
.4
.9
.8
247+00.00
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-17 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:53 AM
ST THOMAS
NO.
SHEET
.2
0.020.02 0.02
0.021:2
L
E
L
L
E
L
.1
EL 2.03
BE
0.020.02 0.01
0.006
Horizontal
.3
.2
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
34 34
36 36
38 38
40 40
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
M A
T C
H
L I N
E
E x is
W
.7
M A
T C
H
L I N
E
70 80 90 100
-2
-4
-6
-8
-10
.9
.2
.9
247+50.00 1
248+00.00
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-18 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:53 AM
ST THOMAS
NO.
SHEET
.5
0.02 0.02
0.02 0.021:2
L
E
L
L
E
L
.1
EL 1.89
BE
0.01 0.020.010.02
.8
.5
0.02 0.02
L
E
L
L
E
L
.9
.9
EL 1.42
BE
0.01 0.020.010.02
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.7
5 6 .2
.1
E x is
W
.6
.9
248+50.00 3
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-19 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:54 AM
ST THOMAS
NO.
SHEET
.7
0.02 0.02 1:2
0.02 0.021:2
PBW-16
GSE -7.0
248+73.21 R 1
1*
L
E
L
L
E
L
.8
.7
EL 1.73
BE
0.01 0.020.010.02
00 1010 2020 3030 4040 5050 6060
-34 -34
-32 -32
-30 -30
-28 -28
-26 -26
-24 -24
-22 -22
-20 -20
-18 -18
-16 -16
-14 -14
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.4
.8
249+00.00 6
249+50.00 9
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-20 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:54 AM
ST THOMAS
NO.
SHEET
.0
0.02 0.02 1:2
0.02 0.021:2
2*
L
E
L
L
E
L
.6
.6
EL 1.23
BE
0.01 0.020.010.02
.9
0.02 0.02
L
E
L
L
E
L
.5
EL 1.11
BE
0.01 0.01 0.020.02
.5
00 1010 2020 3030 4040 5050 6060
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.3
.6
.7
E x is
W
.1
.5
250+00.00 27
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-21 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:54 AM
ST THOMAS
NO.
SHEET
.5
0.02 0.02 1:2
0.02 0.02
PBW-17
GSE -8.0
250+03.28 R 1 2*
L
E
L
L
E
L
.5
1:1
EL 3.08
BE
0.01 0.01 0.020.02
.5
00 1010 2020 3030 4040 5050 6060
-32 -32
-30 -30
-28 -28
-26 -26
-24 -24
-22 -22
-20 -20
-18 -18
-16 -16
-14 -14
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.2
.5
250+50.00 22
251+00.00 18
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-22 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:55 AM
ST THOMAS
NO.
SHEET
.7
0.02 0.02
1:2
0.02 0.02 P
G L
E
L
L
E
L
.7
1:1
EL 2.58
BE
0.01 0.01 0.020.02
.7
.7
0.02 0.02
L
E
L
L
E
L
.9
.8
EL 3.42
BE
0.01 0.01 0.020.02
00 1010 2020 3030 4040 5050 6060
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.3
.7
.8
E x is
W
.5
5 5 .9
251+50.00 14
252+00.00
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-23 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:55 AM
ST THOMAS
NO.
SHEET
.4
0.02 0.02
L
E
L
L
E
L
.0
.0
EL 4.27
BE
0.020.010.010.02
.5
0.02 0.02
L
E
L
L
E
L
.2
0.01
EL 4.16
BE
0.020.010.02
.9
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.7
.0
.1
M A
T C
H
L I N
E
E x is
W
.9
M A
T C
H
L I N
E
70 80 90 100
-2
-4
-6
.2
.3
.7
.2
.6
.6
.1
252+50.00 34
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-24 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:55 AM
ST THOMAS
NO.
SHEET
.6
10.02 0.02
1:2
0.02 0.021:2
PBL-11
GSE 4.1
252+59.04 R 1
4*
2*
2*
L
E
L
L
E
L
.4
EL 2.63
BE
0.020.01
0.01
0.02
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
M A
T C
H
L I N
E
E x is
W
.0
M A
T C
H
L I N
E
70 80 90 100
-2
-4
-6
-8
.7
.4
.4
.6
.8
253+00.00 40
253+50.00 15
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-25 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:56 AM
ST THOMAS
NO.
SHEET
.0
0.02 0.02 0.02 0.02 P
G L
E
L
L
E
L
.6
1:
0.01
1:0 .9
EL 4.03
BE
0.01 0.020.02
.1
0.02 0.02 0.02 0.02 P
G L
E
L
L
E
L
.7
1:1 1:
EL 2.51
BE
0.01 0.020.02
.2
0.026
00 1010 2020 3030 4040 5050 6060
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
M A
T C
H
L I N
E
E x is
W
.2
M A
T C
H
L I N
E
70 80 90 100
-2
-4
-6
-8
.7
.2
.9
.8
.0
.1
.6
.9
.9
M A
T C
H
L I N
E
E x is
W
.4
M A
T C
H
L I N
E
70 80 90 100
-2
-4
-6
-8
.8
.7
.2
.9
.1
.1
.7
254+00.00 20
254+50.00 20
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-26 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:56 AM
ST THOMAS
NO.
SHEET
.6
0.02 0.02
L
E
L
L
E
L
.7
.7
EL 2.68
BE
0.01 0.01 0.020.02
.7
0.02 0.02
L
E
L
L
E
L
.6
.5
EL 2.81
BE
0.01 0.01 0.020.02
00 1010 2020 3030 4040 5050 6060
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.3
.8
.7
E x is
W
.2
.7
255+00.00 18
255+50.00 14
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-27 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:56 AM
ST THOMAS
NO.
SHEET
.2
0.02 0.02 1:2
L
E
L
L
E
L
.4
.4
EL 2.55
BE
0.01 0.01 0.020.02
.8
0.02 0.021:2 0.02 0.021:2
L
E
L
L
E
L
.3
.2
EL 2.63
BE
0.01 0.01 0.020.02
00 1010 2020 3030 4040 5050 6060
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.0
.5
.4
E x is
W
.9
4 6 .2
256+00.00 15
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-28 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:57 AM
ST THOMAS
NO.
SHEET
.8
0.02 0.021:2 0.02 0.021:2
PBW-20
GSE -11.0
255+89.14 R 1
1*
L
E
L .6
L
E
L
.1
.1
EL 2.49
BE
0.020.010.010.02
00 1010 2020 3030 4040 5050 6060
-18 -18
-16 -16
-14 -14
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.7
9 6 .1
256+50.00 13
257+00.00 12
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-29 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:57 AM
ST THOMAS
NO.
SHEET
.3
0.02 0.02
L
E
L
L
E
L
.1
.1
EL 2.65
BE
0.01 0.01 0.020.02
.6
0.02 0.02
L
E
L
L
E
L
.3
.2
EL 2.49
BE
0.01 0.01 0.020.02
00 1010 2020 3030 4040 5050 6060
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.8
3 6 .1
.3
E x is
W
.9
.3
257+50.00 5
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-30 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:57 AM
ST THOMAS
NO.
SHEET
.2
0.02 0.02
1:2
0.02 0.021:2
PBL-13
GSE 7.0
PBW-21
GSE -10.0
257+65.11 R 1
1*
L
E
L
L
E
L
.4
.4
257+32.66
EL 1.90
BE
0.01 0.01 0.020.02
00 1010 2020 3030 4040 5050 6060
-20 -20
-18 -18
-16 -16
-14 -14
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.1
.4
258+00.00 3
258+50.00 1
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-31 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:58 AM
ST THOMAS
NO.
SHEET
.2
0.02 0.02
L
E
L
L
E
L
.6
EL 1.93
BE
0.01 0.01 0.020.02
.2
0.02 0.02
1:2
0.02 0.021:2 P
G L
E
L
L
E
L
.7
.7
EL 1.77
BE
0.01 0.01 0.020.02
00 1010 2020 3030 4040 5050 6060
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.2
.5
.6
.7
E x is
W
.4
.7
259+00.00 0
259+50.00 0
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-32 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:58 AM
ST THOMAS
NO.
SHEET
.0
0.02 0.02
L
E
L
L
E
L
.9
.8
EL 2.01
BE
0.01 0.01 0.020.02
.1
0.02 0.02
1:2
0.02 0.02
L
E
L
L
E
L
.0
EL 1.98
BE
0.020.02
00 1010 2020 3030 4040 5050 6060
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
E x is
W
.5
.9
.0
E x is
W
E x is
W
.7
260+00.00 0
260+50.00 1
261+00.00 17
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-33 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:58 AM
ST THOMAS
NO.
SHEET
.1
0.02 0.02
0.02 0.02 1:21:2
L
E
L
L
E
L
.2
EL 2.20
BE
0.020.02
.6
0.02 0.02
0.02 0.02 1:21:2
L
E
L
L
E
L
.3
EL 1.91
BE
0.020.02
.0
0.02 0.02 0.02 0.02 1:2
L
E
L
L
E
L
.5
0.020.02
00 1010 2020 3030 4040 5050 6060
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
E x is
W
.8
8 7 .3
E x is
W
.0
.4
0.040
E x is
W
.1
261+50.00 25
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-34 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:59 AM
ST THOMAS
NO.
SHEET
.4
0.02 0.02 0.02 0.02 1:2
1:2
PBL-14
GSE 6.7
261+25.32 R 1
2*
2*
1:2P G
L
E
L
.6
P G
L
E
L
.6
0.02
00 1010 2020 3030 4040 5050 6060
-42 -42
-40 -40
-38 -38
-36 -36
-34 -34
-32 -32
-30 -30
-28 -28
-26 -26
-24 -24
-22 -22
-20 -20
-18 -18
-16 -16
-14 -14
-12 -12
-10 -10
-8 -8
-6 -6
-4 -4
-2 -2
0 0
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
Sub Exc.
M. PAREDES
O. MIGUEL
JANUARY, 2016
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
E x is
W
.2
3 7
T:\Projects\173908_VeteransDr\roadway\phase_1\RDXSRD01.DGN
DEPARTMENT OF PUBLIC WORKS
U.S.V.I.
F-35 RTE 30 DPC-34(1)
COUNTYROAD NO.
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
DESIGNED
DRAWN
CHECKED
DATE
DESCRIPTION
R E V I S I O N S
DATE BY
PLOT DRIVER = $PLTDRVL$ PEN TABLE = $PENTBLL$ MODEL NAME =Rdxsrd_shg Miguel 5/17/2017 10:36:59 AM
ST THOMAS
NO.
SHEET
261+61.54 33 7
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
.5
0.02 0.020.02 0.02
1:2 1:2
1:2 P
G L
E
L
L
E
L
.7
0.02
STA. 261+61.54
END RECONSTRUCTION
00 1010 2020 3030 4040 5050 6060
BRINCKERHOFF
PARSONS
A
Regular Exc.
A V
Embankment
VA V
O. MIGUEL
CROSS SECTIONS
VETERANS DRIVE
FP ID NO.
VERTICAL 1" = 10'
HORIZONTAL 1" = 10'
SCALE:
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
Sub Exc.
JANUARY, 2016
M. PAREDES
E x is
W
.2
File details come from the government source that posted it. Updated .