Plans_Section_D.pdf
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- Veterans Drive (Route 30) Federal contract opportunity
- Solicitation number
- DTFH71-17-R-00014
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CENTER
VETERANS DRIVE
ESTIMATED
ESTIMATED
BENCHES
S
SIGN
FP
FP
FP
FP
FP
MH PAVED OVER
SC
SC
CB
ST MH
DI
DI
ST MH
CB
CB
CB
STORM PIPE
CB
CB
CB
CB
STORM PIPE
CB
CB
TCB
TLSP
PEDESTRIAN SIGNAL
TLSP
TLSP
4.46
P O
T
S
T A
.3
240 241
P C
S
T A
.1
P T
S
T A
.2
P C
S
T A
.5
10 40
Feet
PGLRT-1
EL. 4.21'
28.39' RT
+00.00
EL. 2.60'
59.86' RT
+04.74
EL. 2.90'
58.81' RT
+50.00
EL. 3.20'
52.21' RT
+00.00
EL. 3.85'
49.77' RT
+00.00
27.45' RT
+73.91
STA. 239+73.45
BEGIN EURO-COBBLE
END ASPHALT PAVEMENT
29.42' RT
STA. 239+70.85
BEGIN BRICK PAVER
EL. 4.50'
47.83' RT
+50.00
0.00' RT
PCC +99.24
EL. 4.35'
32.47' RT
+50.00
EL. 4.43'
35.40' RT
+00.00
EL. 4.90'
37.08' RT
+50.00
EL. 3.50'
51.09' RT
+50.00
D-01 ROADWAY PLAN 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:
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 = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:26 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PLANRD04.DGNMiguel
MAY, 2017
LEGEND
TEMP. EASEMENT
SHEET 1 OF 6
CR-10
CR-10
HARBOR
ST. THOMAS
H O
S P I T
A L
G
D E
PGL LT
6' CONC. SIDEWALK
MATCH
EXISTING
M A
T C
H
L I N
E
S
T A
.0
PGL RT
WIDENING
MILLING & RESURFACING
CR-10
R/W LINE
¡ CONST. VETERANS DR.
.5
.5
SIDEWALK
SAW CUT
CR-10
R
R
0.01' LT
PC +00.30
0.00' RT
PC +93.38
20' PROMENADE
22.99' LT
PT +87.54
R/W LINE
CONC. BOLLARDS (TYP.)
8' SIDEWALK
NOTES:
REFER TO HARDSCAPE PLANS.
FOR BOLLARDS LOCATION2.
INSTALLATION REFER TO HARDSCAPE PLANS.
FOR CONFIGURATION OF BRICKS & EURO COBBLER1.
BRICK PAVERS
EURO-COBBLE PAVERS
RETAINING WALL
29.51' RT
STA. 240+78.61
BEGIN PROMENADE
END BRICK PAVERS
CR-10
R/W LINE
62.43' LT
+07.26
CONC. SID
EWALK
TYPE F
CURB & GUTTER
TYPE F
CURB & GUTTER
SIDEWALK
SAW CUT EXIST.
£ CONST. HOSPITAL GADE
S I D
E W
A L
K
CURB TYPE D
SIDEWALK
SAW CUT EXIST.
STA.11+60.60
SAWCUT & MATCH EXISTING
TYPE F
CURB AND GUTTER
S I D
E W
A L
K
27.52' RT
PRC +99.62
5' GRASS STRIP
EL. 4.90'
46.87' RT
+94.36
EL. 4.76'
61.54' RT
+94.78
EL. 4.50'
86.35' RT
+26.96
EL. 4.80'
46.84' RT
+27.55
EL. 4.58'
58.83' RT
+57.06
EL. 4.71'
46.84' RT
+56.22
EL. 3.94'
20.45' RT
+04.74
10.43'
RT
PC +04
.35
EL. 4.09'
23.19' RT
+50.00
17.10' RT
PRC +89.03
ST. 240+73.94
BEGIN ASPHALT PAVEMENT
END EURO-COBBLE
MATCH EXIST.
SEE STRUCTURE PLANS
BEGIN RETAINING WALL
STA. 10+00.00
£ CONST. HOSPITAL GADE
STA. 240+25.70 =
¡ CONST. VETERANS DR.
SOD
S O
D
STA. 11+60.60
BEGIN SIDEWALK
BEGIN CURB & GUTTER
STA. 11+09.98
BEGIN DROP CURB
BEGIN CURB TYPE D
END CURB & GUTTER
DROP CURB
STA. 10+48.07
BEGIN ASPHALT PAVEMENT
END EURO COBBLE
10.00' RT
PC +60.89
11.51 RT
STA. 10+60.10
END CURB TYPE D
END DROP CURB
BEGIN CURB & GUTTER TYPE F
STA. 240+90.10 (35.87' LT)
BEGIN 6' CONC. SIDEWALK
C O
N C
S I D
E W
A L
K
41.29' LT
+80.74
R/W L
INE
27.32' LT
PC +81.99
R3
R
27.50' RT
PCC +68.94
°2
'4 .3
R/W L
INE
STA. 239+73.45
BEGIN RECONSTRUCTION
END WIDENING
& RESURFACING
END MILLING, OVERBUILD
0.41' LT
PT +84.75
R
10.00' LT
PT +62.68
PGLRT-2
27.50' LT
PT +68.94
PGLLT-2
CLPH1-2
PGLRT-3
PGLLT-1
CLPH1-1
SAWCUT & MATCH EXIST.
STA. 237+04.51
BEGIN WIDENING
& RESURFACING
BEGIN MILLING, OVERBUILD
BEGIN PROJECT
STA. 11+60.60
END SIDEWALK
END CURB & GUTTER
MACTH EXISTING
STA. 237+04.51
BEGIN SIDEWALK
BEGIN CURB & GUTTER
MACTH EXISTING
STA. 237+04.51
BEGIN SIDEWALK
BEGIN CURB & GUTTER
28.35' LT
+25.35
N
5.4
5.2
R
C P
X
.6
C B
C
X
.6
C
B C
PCC STA. 245+10.75
244 245
FP ID NO.
ST THOMAS
COUNTYROAD NO.
RTE 30
DRAWN
CHECKED
DATE
R E V I S I O N S
Reference
Sheet
ENGINEER OF RECORD
M. PAREDES
DPC-34(1)
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:31 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PLANRD05.DGNMiguel
MAY, 2017
10 40
Feet
5.50' RT
05.45
5.50' LT
+05.52
27.57' LT
+95.98
.5 'R
29.50' RT
+99.82
5.50' LT
+09.86
27.39' LT
+20.24
5.50' RT
PCC +10.75
PT 242+61.38 (39.10' LT)
END CURB & GUTTER TYPE F
5' GRASS STRIP
5.50' LT
PCC +10.75
PGLLT-2
PGLLT-3
D-02 ROADWAY PLAN
EL. 5.90
105.44' RT
+58.85
EL. 5.90
77.88' RT
+96.08
EL. 5.90
78.40' RT
+20.93
CONNECT TO EXIST.
RECONSTRUCTION LIMITS
STA. 242+65.29, 46.21' LT
SAWCUT EXIST
EL. 5.80
87.29' RT
+06.97
EL. 3.3
90.73' RT
+01.15
EL. 5.90
65.94' RT
+10.16
EL. 3.30
66.95' RT
+05.15
EL. 5.98
46.83' RT
+10.16
EL. 5.58
64.33' RT
+95.79
EL. 3.3
125.24' RT
+59.12
EL. 5.80
119.59' RT
+59.04
EL. 5.80
86.58' RT
+10.21
EL. 3.3
89.94' RT
+16.09
EL. 5.90
65.28' RT
+06.58
EL. 3.30
66.21' RT
+11.59
EL. 5.97
63.40' RT
+21.38
EL. 6.31
46.83' RT
+21.38
EL. 6.27
46.83' RT
+06.58
EL. 5.90
67.93' RT
+94.81
EL. 5.90
69.59' RT
+58.43
EL. 6.13
46.83' RT
+58.43
EL. 5.90
68.44' RT
+22.00
STA. 246+17.80
END EURO-COBBLE
END ASPHALT PAVEMENT
STA. 246+97.80
BEGIN ASPHALT PAVEMENT
END EURO-COBBLE
SAWCUT EXIST
PGLRT-1
CLPH1-2
CLPH1-3
PGLRT-4
EL. 5.93
46.83' RT
+95.28
47.71' LT
+94.49
48.08' LT
+10.52
SAWCUT EXIST
C0
0.0
C0
0.0
C0
0.0
C0
0.0
C0
T0
0.0
T0
0.0
T0
0.0
T0
0.0
T0
20' PROMENADE
6' CONC. SI
DEWALK
'R
R
R
NOTE:
1.
R
1' R
15.99'
TO AVOID SLOPE GREATER THAN 2% AND LESS THAN 0.5%
BE VERIFIED AND ADJUSTED DURING CONSTRUCTION
LIMITS OF SAWCUT OF EXISTING SIDEWALK TO
M A
T C
H
L I N
E
S
T A
.0
SHEET 2 OF 6
CR-20
CR-20 VETERANS DRIVE
K A
N
D E
HARBOR
ST. THOMAS
D E
B E L T
JE
N
R
O A
D
U.S. COURT HOUSE
BUILDING
FEDERAL
27.50'
LT
+86.9
M A
T C
H
L
IN
E
S T
A .0
R
CR-10
R/W
LIN
E
RETAINING WALL
CONC.
¡ CONST. VETERANS DR.
TYPE F
CURB & GUTTER
CURB TYPE D
5' C O
N C
. SID
EW
ALK
PGL RT
5' CONC. SIDEWALK
(SEE NOTE 1)
SIDEWALK
SAWCUT EXIST.
27.50'
LT
+47.58
2.52'
LT
+53.0
2.23'
RT
+73.8
.5 'R
27.51' RT
02.28
27.50' LT
+69.17
27.50' LT
+36.19
5.51' RT
PCC +96.71
5.50' RT
+10.61
TYPE D
C U
RB
LEGEND
TEMP. EASEMENT
BRICK PAVERS
EURO-COBBLE PAVERS
.5
.5
5' G
RA
SS
TYPE F
CURB & GUTTER
CR-10
STA. 244+17.50 (34.49' LT)
BEGIN 5' CONC. SIDEWALK
STA. 244+17.15 (35.49' LT)
END 6' CONC. SIDEWALK
CR-20
36.30' LT
+60.10
STA. 245+45.27, 38.50' LT
END CURB & GUTTER TYPE
34.94
' LT
+29.0
CR-20
STA. 242+73.77 (34.57' LT)
BEGIN CURB & GUTTER TYPE F
PC 242+72.78 (40.52' LT)
BEGIN 6' CONC. SIDEWALK
PT 242+59.47 (39.49' LT)
END 6' CONC. SIDEWALK
STA. 245+59.75, 39.93' LT
CONNECT TO EXIST.
RECONSTRUCTION LIMITS
BEGIN CURB & GUTTER TYPE F,
TO REMAIN
EXIST. SIDEWALK
FP ID NO.
ST THOMAS
COUNTYROAD NO.
RTE 30
DRAWN
CHECKED
DATE
R E V I S I O N S
Reference
Sheet
ENGINEER OF RECORD
M. PAREDES
DPC-34(1)
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:38 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PLANRD06.DGNMiguel
MAY, 2017
1.
.3
.1
PT STA. 248+74.95
PC STA. 250+54.54
251 252
R
C P
R
C P
R
C P
10 40
Feet
5' CONC. SIDEWALK
5' CONC. SIDEWALK
HARBOR
ST. THOMAS
VETERANS DRIVE
SHEET 3 OF 6
TYPE F
CURB & GUTTER
CURB TYPE D
DROP CURB
CURB TYPE D
D-03 ROADWAY PLAN
DE BELTJEN ROAD
SPECIAL DITCH
¡ CONST. VETERANS DR.
CURB & GUTTER5' GRASS STRIP
20' PROMENADE
STA. 251+44.3
BEGIN BRICK PAVERS
END PROMENADE
EL. 6.10
54.03' RT
+68.38
PGL RT
EL. 6.10
81.36' RT
+04.88
C
T
M 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
BRICK PAVERS
LEGEND
TEMP. EASEMENT
PGLLT-3
PGLRT-4 CLPH1-3
CLPH1-4
PGLRT-5
PGLLT-4
29.50' RT
+98.23
EL. 6.23
54.23' RT
+05.01
STA. 252+11.67 (29.00' RT)
BEGIN CURB TYPE D
BEGIN DROP CURB
END CURB & GUTTER TYPE F
COUNTYROAD NO.
RTE 30
DRAWN
CHECKED
DATE
R E V I S I O N S
Reference
Sheet
ENGINEER OF RECORD
M. PAREDES
DPC-34(1)
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:42 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PLANRD07.DGNMiguel
MAY, 2017
43.12
39.06
R
C P
10 40
Feet
HARBOR
ST. THOMAS
DE BELTJE
N R
OAD
SHEET 4 OF 6
C U
R B T
Y P E D
TYPE F
CURB & G
UTTERPGL RT
PGL LT
D-04
EL. 6.51
54.40' RT
+42.56
ROADWAY PLAN
EL. 6.28
84.78' RT
+00.77
EL. 6.35
74.46' RT
+08.47
EL. 6.56
80.99' RT
+47.43
EL. 6.80
54.55' RT
+69.00
EL. 6.75
54.56' RT
+10.00
EL. 6.74
54.55' RT
+02.53
EL. 6.67
54.50' RT
+76.17
EL. 6.04
84.67' RT
+51.67
EL. 6.55
54.42' RT
+50.01
EL. 6.10
74.31' RT
+44.00
40.02' RT
+94.29
EL. 6.75
54.53' RT
+84.11
40.01' RT
+58.35
¡ CONST. VETERANS DR.
20' PROMENADE
5'
GRASS
STRI
P
TYPE F
CURB & G
UTTER
SPECIAL DITCH
R/W LI
NE
' C
O N
C . S
ID
E
W
LK
C U
R B T
Y P E D
DROP CURB
LEGEND
BRICK PAVERS
M A T C
H
L
IN
E
S T
A .0
M A
T C
H
L I N
E
S
T
.0
CURB
TYPE
D
EL. 6.04
109.61' RT
+76.19 EL. 6.78
54.57' RT
+47.43
STA. 254+09.48
BEGIN PROMENADE
END BRICK PAVERS
STA. 253+54.14 (29.50' RT)
BEGIN CURB & GUTTER TYPE F
END CURB TYPE D
END DROP CURB
PGLRT-5
PGLLT-4
RETAINING WALL
CLPH1-4
COUNTYROAD NO.
RTE 30
DRAWN
CHECKED
DATE
R E V I S I O N S
Reference
Sheet
ENGINEER OF RECORD
M. PAREDES
DPC-34(1)
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:50 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PLANRD08.DGNMiguel
MAY, 2017
50.32
5.32 2.77
5.52 5.39
3.66 4.68
5.16
3.81
(paving incom plete)
A sphalt R oadw ay
Inlet
Inlet
Inlet
Inlet
Material Stockpile
Sidewalk
Sidewalk
.0
EC.
WALK
9.
EC.
WALK
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
5.54
EP
5.85
EP
.5
E P
5.56
EP
.4
E P
5.51EP.OLD/NEW
5.50EP.OLD/NEW
5.53
EP
.7
E P
5.47
EP
.0
E P
5.38
EP
.1
E P
5.36
EP
.3
E P
5.47
EP
.5
E P
.7
E P
.8
E P
.9
E P
.1
E P
6.19
CL.RD
6.01
CL.RD
6.06
CL.RD
5.99
CL.RD
5.87
CL.RD
5.90
CL.RD
5.90
CL.RD
5.92
CL.RD
5.91
CL.RD
5.79
CL.RD
5.82
CL.RD
6.06
CL.RD
6.08
CL.RD
6.14
CL.RD
.2
E P
.3
E P
.3
E P
.4
E P
.4
E P
5.65
EP
5.76
EP
6.09
EP
6.74
EP
7.10
EP
7.54
EP
.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
7.69
CL.RD
7.40
CL.RD
6.94
CL.RD
6.72
CL.RD
9.00
EP
8.74
EP
8.55
EP
8.00
EP
R
C P
24" RCP
R C P
R
C P
R C P
R
C P
PT STA. 257+00.08
PC STA. 259+47.51
P T S
T A . 261
50.29
257 258 259
P C S
T A . 261+
79.26
R
R
MATCH EXISTING
STA 261+44.58 (66.21' LT)
END SIDEWALK
20' PROMENADE
CURB & GUTTER
TYPE F
CURB & GUTTER
D-05
SPECIAL DITCH
5' GRASS STRIP
ROADWAY PLAN
R
M A
T C
H
L I N
E
S
T
.0
M A
T C
H
L I N
E
S
T A
.0
SHEET 5 OF 6
10 40
Feet
VETERANS DRIVE
DE BELTJEN ROAD
HARBOR
ST. THOMAS
V E T E
RA
N S D
RIV
E
2.04' LT
+88.78
2.36' RT
+88.86
R/W LINE
PGL LT
PGL RT CURB TYPE D
¡ CONST. VETERANS DR.
5' CONC. SIDEWALK
S
° 9 ' 2
" E
54.50' RT
PC +99.65
(SEE STRUCTURE PLANS)
END RETAINING WALL
PC +33.71 (42.51, RT)
LEGEND
TEMP. EASEMENT
MILLING & RESURFACING
M A
T C
H
L I N
E
S
T A
.0
R
47.66' RT
PT +24.88
26.92' LT
PRC +95.66
R/W LINE
PGLLT-5
PGLRT-6
CLPH1-5
STA. 261+61.54
BEGIN MILLING & RESURFACING
END RECONSTRUCTION
¡ CONST. VETERANS DR.
STA. 248+61.53, 2.15' LT
END PGL LT
(35.26' RT)
PT STA. 259+55.00
SUNSHINE INFILL PANEL
BICYCLE RAILING TYPE 3
BEGIN PEDESTRIAN/
PT STA. 259+63.22 (35.31' RT)
BEGIN 6' CONCRETE SIDEWALK
6' CONC. SIDEWALK
SIDEWALK
8' CONC.
R
R
42.13' LT
PT +27.20
STA 259+52.53
TRANSITION
BEGIN SIDEWALK
SIDEWALK
END 5' CONC.
STA 259+97.72
TRANSITION
END SIDEWALK
SIDEWALK
BEGIN 6' CONC.
STA. 261+42.00
TRANSITION
END SIDEWALK
¡ CONST. VETERANS DR.
STA. 261+61.54, 2.25' RT
CONNECT TO EXIST. PAVT.
END PGL RT
STA. 260+29.50
TRANSITION
BEGIN SIDEWALK
SIDEWALK
END 6' CONC.
(34.48' RT)
PT STA. 259+87.00
SUNSHINE INFILL PANEL
BICYCLE RAILING TYPE 3
END PEDESTRIAN/
STA. 261+61.54 (24.25' RT)
MATCH EXISTING
END CURB & GUTTER TYPE F
END CONCRETE SIDEWALK
COUNTYROAD NO.
RTE 30
DRAWN
CHECKED
DATE
R E V I S I O N S
Reference
Sheet
ENGINEER OF RECORD
M. PAREDES
DPC-34(1)
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:55 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PLANRD09.dgnMiguel
MAY, 2017
ST MH
5.11
4.64
3.49
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
8.39
CL.RD
9.29
EP
9.13
EP
P C
C
S
T A
.4
P T S
T A .1
P O T S
T A .9
SHEET 6 OF 6
D-06
STA. 264+89.27
END MILLING,& RESURFACING
END PROJECT
ROADWAY PLAN
10 40
Feet
LEGEND
V
ETERAN
S D
RI
V E
R/W LINE
MILLING & RESURFACING
¡ CONST. VETERANS DR
R/W LINE
M A
T C
H
L I N
E
S
T A
.0
P
.0
E L
.8
(+) 0.396% (-) 0.300%
.8
P I
.0
E L
.4
(-) 0.300% (+) 0.300%
VETERANS DRIVE
BRINCKERHOFF
PARSONS
MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:56 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PROFRD04.DGNMiguel
DPC-34(1)ST THOMASRTE 30
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
M. PAREDES
DEPARTMENT OF PUBLIC WORKS
Miami, FL 33126 Ph. (305) 261-4785
Reference
Sheet
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONDATE BY
ROAD NO. COUNTY FP ID NO.
MAY, 2017 SHEET 1 OF 5
SCALE:
1" = 4' VERT.
1" = 40' HORIZ.
-8
-4
-12
236+50 237+00 238+00 239+00 240+00 241+00 242+00
-8
-12
-4
.6
.1
(LT & RT)
PROFILE GRADE
@ ¡ CONST. VETERANS DR.
EXIST. GROUND LINE
S T
A
.6
H O
S P I T
D E
.9
ROADWAY PROFILE
EL. 3.80
STA. 237+04.51 ¡ VETERANS DR.
BEGIN WIDENING
& RESURFACING
BEGIN MILLING, OVERBUILD
BEGIN PROFILE
D-07
STA. 239+73.45
BEGIN RECONSTRUCTION
END WIDENING
& RESURFACING
END MILLING, OVERBUILD
.0
E L
.2
(+) 0.300% (-) 0.300%
VETERANS DRIVE
BRINCKERHOFF
PARSONS
MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:57 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PROFRD05.DGNMiguel
DPC-34(1)ST THOMASRTE 30
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
Reference
CHECKED
DATE
R E V I S I O N S
MAY, 2017 SHEET 2 OF 5
1" = 4' VERT.
1" = 40' HORIZ.
-8
-12
-4
.6
.1
-8
-12
-4
.5
.1
247+00246+00245+00244+00243+00242+00 247+50
@ ¡ CONST. VETERANS DR.
EXIST. GROUND LINE
(LT & RT)
PROFILE GRADE
ROADWAY PROFILE D-08
(-) 0.300% (+) 0.350%
I
.0
E L
.4
VETERANS DRIVE
BRINCKERHOFF
PARSONS
MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:58 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PROFRD06.DGNMiguel
DPC-34(1)ST THOMASRTE 30
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
Reference
CHECKED
DATE
R E V I S I O N S
MAY, 2017 SHEET 3 OF 5
1" = 4' VERT.
1" = 40' HORIZ.
-8
-12
-4
-8
-12
-4
.1
.5
.0
.6
248+00 249+00 250+00 251+00 252+00 253+00247+50
(LT & RT)
PROFILE GRADE
@ ¡ CONST. VETERANS DR.
EXIST. GROUND LINE
D-09 ROADWAY PROFILE
.0
E L
.8
(+) 0.350% (-) 0.299%
P I
.0
E L
.1
(-) 0.299% (+) 0.300%
VETERANS DRIVE
BRINCKERHOFF
PARSONS
MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:59 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PROFRD07.DGNMiguel
DPC-34(1)ST THOMASRTE 30
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
Reference
CHECKED
DATE
R E V I S I O N S
MAY, 2017 SHEET 4 OF 5
1" = 4' VERT.
1" = 40' HORIZ.
-8
-12
-4
.0
.6
.7
.2
253+00 255+00254+00 256+00 257+00 258+00 258+50
-8
-12
-4
(LT & RT)
PROFILE GRADE
@ ¡ CONST. VETERANS DR.
EXIST. GROUND LINE
ROADWAY PROFILE D-10
(+) 0.300%
.7
VETERANS DRIVE
BRINCKERHOFF
PARSONS
MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:35:59 PM T:\Projects\173908_VeteransDr\roadway\phase_1\PROFRD08.DGNMiguel
DPC-34(1)ST THOMASRTE 30
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
Reference
CHECKED
DATE
R E V I S I O N S
MAY, 2017 SHEET 5 OF 5
1" = 4' VERT.
1" = 40' HORIZ.
-8
-12
-4
.7
.2
261+00260+00259+00258+50
-8
-12
-4
262+00 263+00 264+00
@ ¡ CONST. VETERANS DR.
EXIST. GROUND LINE
D-11
.5
(LT & RT)
PROFILE GRADE
ROADWAY PROFILE
EL. 7.73
STA. 261+61.54 ¡ VETERANS DR.
END RECONSTRUCTION
END PROFILE
D-12
Feet
0 5
4.54
4.80
4.62
4.81
5.11
3.51
4.21 3.63
4.89
3.60
4.23
INTERSECTION DETAIL
3.83
3.294.21
FP ID NO.
ST THOMAS
COUNTYROAD NO.
RTE 30
DRAWN
CHECKED
DATE
R E V I S I O N S
Reference
Sheet
ENGINEER OF RECORD
M. PAREDES
DPC-34(1)
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 1:36:09 PM T:\Projects\173908_VeteransDr\roadway\phase_1\INTDRD02.dgnMiguel
MAY, 2017
240 241
N
V A
R I E
S
4.05
5.25
.0
5.00
4.54
4.62 4.69
4.77
4.16 4.24
4.31 4.39 3.96
4.40
4.46
4.02
4.52
4.08
91°26'46.31"
EXISTING ELEV.
PROPOSED ELEV.
LEGEND
4.57 4.65
4.73 4.81
4.11
4.63
3.96
VETERANS DRIVE
N
.4
E
EL. 4.02
+14.90
R/W LINE
R/W LINE
R/W LINE
R/W LINE
EL. 4.10'
+25.86
EL. 4.14'
+57.14
EL. 4.36
+80.98
4.14
.2
.5
.1
.5
.7
.7
.3
H O
S P I T
D E
PGLLT
PGLRT
% 2
.5
STA. 10+00.00 ¡ HOSPITAL GADE
¡ CONST. VETERANS DR.=
STA. 240+25.70,
4.58
4.76
4.37 4.28
4.70 4.68 4.64
4.20
4.26
4.20
4.32
4.82
4.38
STA. 239+73.45
END WIDENING
END MILLING,RESURFACING & OVERBUILD
BEGIN RECONSTRUCTION
4.60 4.69
4.74 4.80
SAW CUT LINE
File details come from the government source that posted it. Updated .