Plans_Section_A.pdf
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- Veterans Drive (Route 30) Federal contract opportunity
- Solicitation number
- DTFH71-17-R-00014
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Rd.
Solberg
Crown M o u n ta in
Road
Road
B r e w e r s
Bay
R oad
Airport
Rd.
Fortuna
Moravian
Hwy.
St.
40 33
Rd.
Peter
R
E N
O R
A I
N
N
ST F
R
I
D
D E P A
T
NTOFT A SP
T T
O
U
TE
ATESO
AM
E R
IC
A
M
2784.76
LENGTH OF PROJECT
PROJECT LENGTH IS BASED ON � OF CONSTRUCTION
ROADWAY
GROSS LENGTH OF PROJECT
NET LENGTH OF PROJECT
BRIDGES
EXCEPTIONS
LINEAR FEET MILES
2784.76
0.527
0.527
0.527
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/17/2017 10:12:57 AM T:\Projects\173908_VeteransDr\roadway\phase_1\KEYSRD01.DGNMiguel
BRINCKERHOFF
PARSONS
OF THE UNITED STATES
GOVERNMENT OF THE VIRGIN ISLANDS
PROJECT MANAGER : WYSTAN BENJAMIN, P.E.
DEPARTMENT OF PUBLIC WORKS
OFFICE OF HIGHWAY ENGINEERING
Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway
Standard Specifications for Construction
25 MPH
e (max):
V: DESIGN SPEED:
55,200ADT (2035):
36,800ADT (2015):
31,900ADT (2008):
NC
RECONSTRUCTION & REHABILITATION
ST. THOMAS U.S.V.I.
PLANS PREPARED FOR:
SPECIFICATION:
DESIGN DESIGNATION:
TYPE OF CONSTRUCTION:
PLANS PREPARED BY:
ST. THOMAS
Reference
Sheet
N
A-01
LOCATION MAP
U. S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
PLANS FOR PROPOSED PROJECT
ROADWAY PLANS
INDEX TO SHEETS
MIAMI, FL 33126 Ph. (305) 514-3100
7650 CORPORATE CENTER DRIVE SUITE 300
2784.76
FP ID DPC-34(1)
FROM WEST OF HOSPITAL GADE TO LONG BAY ROAD
IMPROVEMENTS TO RTE 30 (VETERANS DRIVE)
Marie-Elsie Dowell P.E., No. 1235E
ENGINEER OF RECORD
W-01/W-17
V-01/ V-06
U-23/U-30
U-16/U-22
U-01/U-15
T-01/T-21
S-01/S-21
R-01/R-08
N-01/N-82
M-04/M-22
M-02/M-03
M-01
H-04/H-18
H-02/H-03
H-01
G-01/G-12
F-02/F-35
F-01
E-28/E-32
E-14/E-27
E-09/E-13
E-04/E-08
E-02/E-03
E-01
D-12
D-07/D-11
D-01/D-06
C-04/C-19
C-01/C-03
B-02
B-01
A-29
A-24-28
A-12/A-23
A-11
A-10
A-08/A-09
A-03/A-07
A-02
A-01
MAY, 2017
100% CONTRACT PLAN SET
STRUCTURE PLANS
RIGHT OF WAY PLANS
IRRIGATION PLANS
LANDSCAPE PLANS
HARDSCAPE PLANS
LIGHTING PLANS
SIGNALIZATION PLANS
SIGNING AND PAVEMENT MARKINGS PLANS
STANDARDS
TRAFFIC CONTROL PLANS
TRAFFIC CONTROL TYPICAL SECTIONS
TRAFFIC CONTROL NOTES
EROSION CONTROL PLANS (PHASES 1-3)
EROSION CONTROL PLANS
EROSION AND SEDIMENT CONTROL NARRATIVE
UTILITIES PLANS
ROADWAY CROSS SECTIONS
ROADWAY SOIL SURVEY
DRAINAGE DETAILS
DRAINAGE STRUCTURES
DRAINAGE PROFILES
DRAINAGE PLANS
DRAINAGE MAP
DRAINAGE NOTES
INTERSECTION DETAIL
ROADWAY PROFILES
ROADWAY PLANS
SUMMARY OF QUANTITIES
TABULATION OF QUANTITIES
TYPICAL SECTION DETAILS
TYPICAL SECTION
SURVEY CONTROL
DEMOLITION PLANS
(NOT USED)
SITE GEOMETRY PLAN
PROJECT LAYOUT
GENERAL NOTES
EXISTING SITE PLANS
PLAN SYMBOLS AND ABBREVIATIONS
TITLE SHEET
STA. 239+73.45
BEGIN RECONSTRUCTION
END WIDENING
& RESURFACING
END MILLING, OVERBUILD
MATCH EXISTING
¡ CONST. VETERANS DR.
STA. 237+04.51
BEGIN WIDENING
& RESURFACING
BEGIN MILLING, OVERBUILD
BEGIN PROJECT
PROJECT LOCATION
STA. 264+89.27
END MILLING & RESURFACING
END PROJECT
¡ CONST. VETERANS DR.
STA. 261+61.54
BEGIN MILLING & RESURFACING
END RECONSTRUCTION
P/L x or
T
P&T
FENCE
SIGNS
RETAINING WALL
TELEPHONE POLE with UTILITY LINE
JOINT USE POLE with UTILITY LINES
TELEPHONE BOOTH or PEDESTAL
STREET LIGHT
UNDERGROUND UTILITIES
PIPE CULVERT (arrow shows flow)
BOX CULVERT
SPOT ELEVATION
BUILDING
BORING LOCATION
RIPRAP
POST MOUNTED
PORTABLE
COMMERCIAL
SUPPORT POLE, and with ANCHOR appropriate plan sheet.
in a legend on the the plans will be shown Other symbols used in
NOTE:
No Symbol
No Symbol
No Symbol
No Symbol
TB or TP
99.9
ROADWAY, EXISTING
PROPERTY LINE
RIGHT-OF-WAY LINE
TREELINE; TREE
PARCEL NUMBER
A-02
OVERHEAD UTILITY LINE aerial util horizontal highway high water hexagon headwall gage (gauge) galvanized for example footing foot flow line flange finish federal expansion joint excavation equation
Engineer(s) embankment elevation with number elevation edge of road edge of water edge of pavement east drawing(s) donation land claim district diaphragm diameter diagonal design hour volume dept. of public work degree Celsius degree curve right curve left curve delta culvert cubic yard creek countersink county coulomb corrugated metal pipe corrugated continuous contingent sum construction joint construction connection concrete column clear chain link centers center to center centerline bridge bench mark beginning bearing beam batter balance point back to back back average daily traffic asphalt approximate approach and so forth (etc.)
and wife and others and alternate ahead aggregate acre abutment straight stiffener station standard square yard square specification spacing, Spaces or Spaced south sidewalk sheet section second (time) second (angular) school route roadway road right-of-way right retro-reflective pavement markers retaining wall reservior or Reservation required reference reinforcement reconstruction range radius quantities project profile grade point pressure (pounds/sq. inch) pound point of tangent point of tangent to spiral point on tangent point of spiral to tangent point on spiral point of curve to spiral point of spiral to curve point of intersection point on curve point of curve point of compound curve plate perforate percent pavement outside diameter out to out health administration occupational safety and original ground off center number not to scale north negative mountain(s) monument miscellaneous minimum minute(s) (angular) mile post miles per hour mile maximum material maintenance magnetic lump sum low water longitudinal liter length of curve left latitude lamination joint inside diameter inclusive inch identification str.
stiff.
sta.
std.
yd² or yd2 sq² spec.
spa.
S
SWK
sht.
sec.
s sch.
rte rdwy.
rd.
R/W rt.
rpm ret. wall res.
reqd.
ref.
reinf.
reconst.
R.
R quant.
proj.
PGP
psi lb
PT
PS or TS
POT
PST or ST
POS
PCS or CS
PSC or SC
PI
POC
PC
PCC
pl.
perf.
pct. or % pvmt.
OD
o. to o.
OSHA
OG
o.c.
no.
nts
N neg.
mtn(s).
mon.
misc.
min.
M.P.
mph mi.
max.
matl.
maint.
mag.
LPSM
LW
long.
L
L lt.
lat.
lam.
jt.
ID
incl.
in.
iden.
BEL=power, SS= sanitary sewer, PLAN SYMBOLS AND ABBREVIATION
Existing
Ground
Circuit
Double
Bi-Directional
Raised Pavement Markers
Ground Surface Elevation
Soil Boring (land side)
Soil Boring (water side)
Ditch Bottom Inlet construction centerline construct
Bottom welded wire fabric
Hot Mix Asphalt
Concrete Box Culvert
Buried Electrical
Unless Otherwise Noted with
Sanitary electrical communication proposed
Profile Grade
Sanitary Sewer
Water Main
United States Geological Survey west water and power authority warehouse vert. point of intersection vertical vertical curve typical transition township to be determined thread that is temporary bench mark tangent length tangent symmetrical superelevation structural stringer street storm sewer, T=telephone, W=water
RCP= Reinforced Concrete Pipe exist.
GND.
CKT
DBL
BI-DIR
RPM
GSE
PBL
PBW
DBI
¡ const.
const.
BOT.
wwf
HMA
CBC
BE
U.O.N.
w/
SAN
elec.
comm.
prop.
PGL
SS
WM
USGS
W wapa whs.
VPI
vert.
v.c.
typ.
trans.
T.
tbd thd.
i.e.
TBM
T tan.
sym.
SE
struc.
stgr.
st.
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 = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 10:36:37 AM T:\Projects\173908_VeteransDr\roadway\phase_1\SYMBRD01.dgnMiguel
MAY, 2017
horiz.
hwy.
HW
hex.
hdwl.
ga.
galv.
e.g.
ftg.
ft fl flg.
fin.
Fed.
exp. jt.
exc.
EQ or eq.
engr(s).
emb.
El. 400.00 elev.
ER
EW
EP
E drwg(s).
DLC
Dist.
diaph.
dia. or D diag.
DHV
dpw
° C
° deg.
RT
LT
culv.
yd³ or yd3 cr.
ctsk.
co.
C
CMP
corr.
cont.
CTSM
constr. jt.
constr.
conn.
conc.
col.
clr.
cl ctrs.
cc or c. to c.
br.
BM
beg.
brg.
bm.
btr.
BP
b. to b.
BK
ADT
asph.
approx.
appr.
etc.
et ux et al alt.
AH
aggr.
acre abut.
1.82
3.31
4.30
4.05
3.56
4.69
3.95
2.87
4.77
4.53
4.78
4.70
4.75
3.48
5.15
4.88
4.21
4.51
2.40
3.99
3.15
4.53
4.40
3.80
4.18
5.25
4.24
4.59
4.62
4.50
4.99
5.04
4.27
3.11
4.15
3.14
4.22
5.14
4.19
3.85
4.23
3.08
4.48
4.77
4.08
4.35
3.69
3.84
3.77
5.38
5.04
3.76
3.67
4.82
3.19
4.41
4.24
2.94
2.95
3.74
4.22
3.33
5.07
5.34
3.18
3.37
2.83
4.30
4.39
3.89
4.25
5.37
4.55
4.81
5.21
3.85
3.77
2.73
3.48
5.25
4.04
4.52
4.62
4.87
5.24
3.00
4.27
5.42
3.81
4.39
4.16
4.71
5.07
2.74
4.08
4.83
5.31
4.46
4.27
4.67
4.09
3.11
4.83
5.21
4.53
5.21
4.54
4.80
2.88
4.32
4.93
5.39
5.48
5.51
2.84
4.50
3.88
3.85
5.54
3.30
4.80
4.28
5.21
4.59
5.60
4.63
5.59
5.12
5.48
2.98
5.60
4.82
2.84
2.96
5.33
4.62
5.55
5.36
4.27
4.99
4.37
5.47
4.21
3.39
4.89
5.04
5.29
4.82
5.22
5.34
4.81
5.16
5.11
5.27
4.13
5.17
4.89
4.60
5.07
5.08
4.21
4.74
4.44
4.53
3.11
4.23
4.05
3.78
3.81
3.27
3.84
3.77
3.74
3.93
3.51
3.83
3.29
4.07
3.57
3.69
4.23
3.60
3.71
4.56
4.50
3.76
4.40
2.98
4.66
6.05
3.33
6.81
3.54
5.15
3.07
7.16
7.14
3.96
4.38
6.63
7.10
6.82
3.39
2.89
3.08
7.05
7.08
7.13
6.93
3.98
7.17
3.18
4.33
6.86
2.68
3.62
4.96
(2) O.H. E lec. Lines
24"
WM
10" WM
4" WM
24" WM
18" RCP
R
C P
R C P
R
C P
R
C P
R
C P
R
C P
R
C P
4" R
CP
R
C P
R
C P
4-4
-3
-2
-2
-2
-3
-3
-4
-4
-4
-4 -4
-2
-3
N
0 10 40
SCALE IN FEET
20 30
SHEET 1 0F 5
A-03 EXISTING SITE PLAN
¡ CONST. VETERANS DR.
NOTE:
HARBOR
ST. THOMAS
VETERANS DRIVE
R/W LIN
E
H O
S P I T
L
G
D E
THE EXISTING CONDITIONS AND GROUND ELEVATIONS.
THE INTENT OF THE EXISTING SITE PLANS IS TO DEPICT2.
TAKEN ON AUGUST 17, 2006.
AND DIGITAL MAPPING FOR PROJECT'S BASE MAP,
SPECTRUM FLORIDA PROVIDED AERIAL PHOTOGRAPHY1.
STA. 236+64.34
BEGIN ¡ CONST. VETERANS DR.
R/W LINE
240 241
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 = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 10:36:42 AM T:\Projects\173908_VeteransDr\roadway\phase_1\SITERD04.DGNMiguel
MAY, 2017
3.
3.
4.3
6.8
2.6
3.
4.9
5.1
5.7
3.
3.
4.2
4.3
4.3
4.7
4.7
5.2
5.5
5.3
4.6
2.9
5.7
5.7
4.5
5.4
5.9
3.
3.
6.1
5.4
5.3
3.
4.6
5.9
2.8
4.2
6.1
2.8
2.9
4.2
3.
3.
5.5
2.8
6.6
2.8
3.
3.
3.
6.9
4.7
7.0
4.6
3.
4.2
3.
4.7
7.1
6.7
4.5
5.5
6.7
3.
4.4
2.8
3.
6.2
4.2
4.7
5.8
2.8
5.0
4.0
3.
4.7
6.1
5.1
5.4
4.4
3.
6.0
5.2
6.2
3.
6.0
5.1
3.
5.3
5.2
5.9
6.1
5.0
4.6
6.5
3.
3.
6.2
4.1
5.2
5.7
5.9
4.6
5.4
5.4
6.7
3.
5.7
4.3
3.
5.8
5.7
5.0
12.
6.0
6.4
13.
6.5
3.
13.
4.8
3.
3.
15.
4.6
16.
16.
15.
3.
15.
4.6
17.
2.7
3.
18.
4.6
4.5
.90
.73
.23
.3
5.4
5.2
10" W M
10" W M
-3
-2
-3-3
-3
-5
-6
-4
-4
-3
-4
-4
-6
-6
-6
-6
-6
-6
-5
-5
-5
-5
-5
-4
-4
-2-3
-3
-4
-5
-7
-3
-2-2
-4
-5
-5
N
0 10 40
SCALE IN FEET
20 30
R/W LINE
¡ CONST. VETERANS DR.
R/W LINE
SHEET 2 0F 5
HARBOR
ST. THOMAS
A-04 EXISTING SITE PLAN
244 245
VETERANS DRIVE
K A
N
D E
HARBOR
ST. THOMAS
D E
B E L T J E
N
R
O A
D
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 = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 10:36:44 AM T:\Projects\173908_VeteransDr\roadway\phase_1\SITERD05.DGNMiguel
MAY, 2017
S C
P
P
P
P
S T
O R
P
IP
E
S T
O
IP
E
D I
H
D I
C B
C B
C B
C B
C B
C B
C B
C B
B
E
T
IM
A T
E D
T
IM
A T
E D
A
C
A
C
A
C
.1
.3
.5
.6
.4
.6
.7
.4
.4
.4
.6
.5
.4
.1
.4
.4
.4
.5
.6
.6
.3
.7
.3
.6
.9
.1
.5
.6
.3
.5
.8
.3
.8
.6
.7
.7
.8
.8
.7
.4
.4
.2
.8
.2
.7
.2
.7
.6
.5
.5
.6
.5
.3
.8
.6
.8
.3
.3
.6
.5
.6
.5
.9
1.
.2
1.
.0
.8
.5
.8
.8
.4
.9
.8
.8
.2
.7
.7
.6
.3
.9
.5
.2
.5
1.
.2
.6
.1
.7
.3
1.
.3
.1
.0
DE BELTJEN ROAD
HARBOR
ST. THOMAS
251 252
N
0 10 40
SCALE IN FEET
20 30
SHEET 3 OF 5
A-05 EXISTING SITE PLAN
R/W LINE
¡ CONST. VETERANS DR.
EVIRD SNARETEV
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 = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 10:36:47 AM T:\Projects\173908_VeteransDr\roadway\phase_1\SITERD06.DGNMiguel
MAY, 2017
R
C P
R
C P
R
C P
-6
-6
-4
-5
-5
-4
-3
-4
-4
-5
-3
-3
-4 -4
-3
-4
-5
-5
-5
-5
-3
-4
-8
-7
-6
-8
-7
-6
-6
-2
-3
-4
-3
-3
-4
-4
-4
-4
-7 -6
4.81
4.61
4.70
4.81
4.79
5.21
4.87
4.22
5.26
5.62
5.55
5.58
4.36
5.86
5.65
5.88
6.33
9.68
7.95
6.09
4.87
30.53
5.87
30.45
30.99
5.24
39.78
40.67
6.14
40.22
39.55
4.85
5.39
39.60
6.20
5.53
39.17
39.74
6.57
5.33
5.30
6.35
4.49
6.24
39.57
40.36
5.68
40.39
5.20
4.89
6.16
5.43
41.25
6.57
41.61
6.23
5.61
4.55
5.26
5.29
5.22
5.50
5.45
5.79
5.94
44.64
6.32
60.52
5.27
4.45
44.70
5.15
5.37
45.54
45.20
44.51
6.23
44.89
44.19
56.52
5.44
44.92
4.48
44.67
56.56
5.71
43.49
4.89
5.05
4.60
5.76
5.30
5.11
5.84
4.53
3.92
5.73
42.59
4.76
5.16
41.57
4.08
41.22
5.39
49.16
41.34
40.65
41.11
44.31
43.12
39.06
60.45
56.74
50.32
5.54
EP
5.85
EP
6.14
CL.RD
N
0 10 40
SCALE IN FEET
20 30
{ CONST. VETERANS DR.
SHEET 4 0F 5
EXISTING SITE PLAN
HARBOR
ST. THOMAS
R/W LINE
V E T E R A
N S D
R
IV
E
DE BELTJEN ROAD
A-06 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 = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 10:36:48 AM T:\Projects\173908_VeteransDr\roadway\phase_1\SITERD07.DGNMiguel
MAY, 2017
R
C P
R C P
RCP
-4
-7
-8
-4
-4
-5 -6
-6
-5
-7
-7
-8
-8
-9
-10
-11
-12
-11
-10
-12
-11
-10
-4 -5 -6 -7
-8
-9
-4
-3
-4
-4
-3
-3
-4 -3
-2
-4
4 -
SC
P
P
P
P
P
P
DI
ST MH
STORM PIPE
CB
SPILLWAY ESTIMATED
STORM PIPE
STORM PIPES
CB
HDW ESTIMATED
HDW ESTIMATED
43.49
5.05
4.60
5.76
5.30
5.11
5.84
4.53
3.92
5.73
42.59
4.76
5.16
41.57
4.08
41.22
5.39
49.16
41.34
4.56
4.62
4.41 4.17
40.65
40.86
4.53
4.48
40.74
5.42
3.80
40.56
4.73
4.75
5.39
4.99
4.26
40.25
1.70
5.33
3.87
4.89
4.49
40.72
39.56
5.18
4.36
4.44
3.95
4.92
4.57
4.71
4.22
WE 0.9
4.25
36.81
5.47
3.81
4.20
4.47
4.57
5.30
5.61
9.77
1.06
6.57
34.52
4.56
5.81
4.37
3.88
39.18
4.88
5.54
4.41
6.28
39.79
7.71
5.83
6.73
5.61
7.97
4.33
6.15
5.52
4.71
4.21
6.51
4.73
40.86
5.16
6.27
4.23
8.07
4.21
4.41
7.23
5.70
5.23
7.22
9.18
6.40
6.74
5.67
10.75
6.46
10.22
4.26
8.40
8.64
15.34
5.68
7.89
9.50
6.57
9.85
8.24
10.24
12.65
10.67
12.62
13.51
9.94
4.91
12.11
7.08
8.13
12.90
8.24
10.21
10.93
12.62
9.43
7.18
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
10.0
9.9
9.8
9.6
8.7
10.0
10.4
8.9
8.6
6.0 6.2
6.6
5.8
6.8
7.1
6.7
7.2
7.3
7.8
8.7
7.4
8.7
8.5 8.6
8.4
8.2
7.9
8.3
8.5
8.5
8.8
8.9
9.0 9.1
9.5
9.6
9.9
9.9
10.1
10.0 10.0
9.9
9.8
9.6
8.7
10.0
10.4
8.9
8.6
6.0 6.2
6.6
5.8
6.8
7.1
6.7
7.2
7.3
7.8
8.7
7.4
8.7
8.5 8.6
8.4
8.2
7.9
8.3
8.5
8.5
8.8
8.9
9.0 9.1
9.5
9.6
9.9
9.9
10.1
10.0 10 .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
N
HARBOR
ST. THOMAS
0 10 40
SCALE IN FEET
20 30
A-07 EXISTING SITE PLAN
SHEET 5 0F 5
R/W LINE
VETERANS DRIVE
EXIST. R/W LINE
DE BELTJEN ROAD
R/W LINE
¡ CONST. VETERANS DR.
257 258 259
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 = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 10:36:52 AM T:\Projects\173908_VeteransDr\roadway\phase_1\SITERD08.DGNMiguel
MAY, 2017
CB
CB
9.43
9.88
7.18
10.61
9.11
6.82
7.33
7.03
7.52
8.29
8.51
7.34
8.86
7.80
7.62
9.51
6.74
7.44
3.98
7.05
8.70
7.53
9.33
6.76
7.34
6.16
9.58
5.62
6.91
7.61
8.34
6.75
WE 0.9
4.60
7.78
6.41
7.91
3.49
(p av in g in co m pl et e)
As ph al t R oa dw ay
Inlet
Inlet
Sidewalk
Curb
Signal Box
Material Stockpile
Curb
7.6
9.0
8.9
8.5
7.3
7.4
7.4
10.2
10.1
8.0
7.1
7.5
9.0
7.4
7.8
8.3
8.7
9.2 9.1
7.5
8.2
7.5
7.6
9.0
8.9
8.5
7.3
7.4
7.4
10.2
10.1
8.0
7.1
7.5
9.0
7.4
7.8
8.3
8.7
9.2 9.1
7.5
8.2
7.5
-7
R
C P
24" RCP
R C P
R
C P
R C P
R
C P
" R
C P
R
C P
D B L
X
C B
C
STA. 265+09.20
END ¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
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
GENERAL NOTES:
UTILITY NOTES:
A-08
UTILITY NOTES: (cont.)
WATER AND ELECTRIC
PHONE: 340-715-9100
CHARLOTTE AMALIE, VI 00802
1A&B DEMARARA
CONTACT: ALEX BRUNEY
PHONE: 340-775-1799
ST. THOMAS, VI 00802
4611 TUTU PARK MALL, SUITE 200
INNOVATIVE
CONTACT: DAVE LIVINGSTON
CABLE AND TELEPHONE
WASTE MANAGEMENT AUTHORITY
340-774-3552 (WATER)
PHONE: 340-626-4655 (ELECTRICAL)
ST. THOMAS, VI 00803-2636
P.O. BOX 302636
USVI WATER AND POWER AUTHORITY (WAPA)
SHAWN SCOTLAND (WATER)
CONTACT: CLAUDE RICHARDSON (ELECTRICAL)
PHONE: 340-998-5310
ST. THOMAS, VI 00802
4244 SUBBASE
VI DEPARTMENT OF PUBLIC WORKS
CONTACT: ANDREW ARCHER
TRAFFIC SIGNALS
UTILITIES.
CONTRACTOR SHALL REMOVE & REPLACE EXISTING CONCRETE SIDEWALK, CURB AND ASPHALT REQUIRED FOR INSTALLATION OF SITE9.
APPARENT REPORT THE MEASUREMENTS TO THE CO.
AND TAKE VERTICAL AND HORIZONTAL MEASUREMENTS OF THE LOCATION OF THESE UTILITIES, AND IF ANY CONFLICTS ARE
ALL KNOWN UNDERGROUND UTILITIES IN THE PATH OF THE WORK, WHETHER OR NOT THE UTILITIES ARE SHOWN ON THE PLANS, AFTER OBTAINING LOCATIONS FROM UTILITY COMPANIES, AND PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL UNCOVER8.
UTILITY OWNER.
AND SIMILAR STRUCTURES WITHIN THE CONSTRUCTION AREA. CONTRACTOR SHALL COORDINATE ALL ADJUSTMENTS WITH EACH
CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY CASTINGS, INCLUDING VALVE BOXES, JUNCTION BOXES, MANHOLES, HAND HOLES,7.
TESTING AND BACKFILLING OF ANY PROPOSED UTILITIES/DRAINAGE LINES.
CONTRACTOR SHALL NOTIFY WAPA REPRESENTATIVE AND CO 24 HOURS PRIOR TO THE INSTALLATION,6.
CONTRACTOR SHALL OBTAIN AND PAY FOR PERMIT FROM WAPA TO INSTALL TEMPORARY WATER METER IF APPLICABLE.5.
HIS PERSONNEL OR EQUIPMENT WITHIN OR OUTSIDE THE CONSTRUCTION AREA, AT HIS OWN RISK.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGED UTILITIES AS A RESULT OF CONSTRUCTION PERFORMED BY4.
AROUND UTILITIES.
CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHILE EXCAVATING, INSTALLING AND BACKFILLING OR COMPACTING3.
PRIOR TO DIGGING.
CONTRACTOR SHALL CALL UTILITIES OWNERS TO REQUEST LOCATIONS OF THEIR FACILITIES FORTY-EIGHT HOURS2.
OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.
ASSURANCES ARE MADE AS TO THEIR ACCURACY. CONTRACTOR TO VERIFY LOCATION, ELEVATION, MATERIAL AND CONDITION
THE EXISTING UTILITIES SHOWN ON THE PLANS WERE PLOTTED FROM THE BEST AVAILABLE INFORMATION. HOWEVER, NO 1.
ALL UTILITIES LOCATED WITHIN THE PROJECT CONSTRUCTION LIMITS ALONG WITH RESPECTIVE OWNERS ARE LISTED BELOW:22.
b. PROFILE SHOWING TOP OF GROUND AND, TOP OF PIPE ELEVATIONS A EVERY 20’ AND AT UTILITY CROSSINGS
a. PIPE AND CONDUIT SIZES, MATERIALS AND OFFSETS, DEFLECTIONS, FITTINGS
PROFESSIONAL SURVEYOR; AS-BUILTS SHALL INCLUDE:
AT PROJECT COMPLETION, THE CONTRACTOR SHALL SUBMIT AS-BUILT PLANS SIGNED AND SEALED BY A USVI LICENSED21.
TO THE CO.
ANY EXISTING UTILITY FOUND WITHIN 3 FEET OF HORIZONTAL SEPARATION FROM PROPOSED UTILITIES SHALL BE REPORTED20.
USVI WAPA REPRESENTATIVE.
CONTRACTOR SHALL FURNISH AND INSTALL THE TAPPING SLEEVE AND TAPPING VALVE UNDER THE SUPERVISION OF THE19.
CONTRACTOR WILL BE PERMITTED TO TAP EXISTING MAINS.
REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WITH FITTINGS PRIOR TO TAP. UNDER NO CIRCUMSTANCES THE
ALL NEW TAPPING FROM EXISTING MAINS SHALL BE MADE BY USVI WAPA EMPLOYEES ONLY. CONTRACTOR SHALL EXCAVATE18.
TWO DAYS PRIOR TO THE PROPOSED START OF CONSTRUCTION DATE.
CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTION MEETING INCLUDING ALL UTILITY AGENCIES, INSPECTION DIVISIONS,17.
WATER MAIN SHALL MEET MINIMUM 4’-0”COVERAGE.16.
PER WAPA STANDARDS.
ALL EXISTING WATER MAINS IMPACTED BY THIS PROJECT AND ALL PROPOSED WATER MAINS SHALL BE RESTRAINED AS15.
HAVE BEEN TRANSFERRED TO THE NEW ONES.
HAVE BEEN INSTALLED, ACCEPTED BY THE UTILITY OWNER/DEPARTMENT OF PUBLIC WORKS AND ALL RELATED SERVICES
ALL EXISTING UTILITIES TO BE REMOVE AND/OR RELOCATED SHALL REMAIN ACTIVE AND IN SERVICE UNTIL NEW UTILITIES14.
CONTRACTOR SHALL INSTALL DETECTABLE PLASTIC MARKING TAPE TO IDENTIFY BURIED UTILITY LINES TO FACILITATE LOCATES.13.
CONTRACTOR SHALL STOCK PILE SUITABLE FILL MATERIAL AT THE LOCATION DESIGNATED BY CO.12.
CONTRACTOR SHALL RESTORE ALL PAVEMENTS AND “TAPER” RESURFACING SHALL MATCH EXISTING GRADE. 11.
GENERAL NOTES
OF ALL BOUYS AND SCHEDULING THEIR REMOVAL AND INSTALLATIONS.
CONTRACTOR SHALL COORDINATE WITH THE DIVISION OF ENVIRONMENTAL ENFORCEMENT OF DPNR FOR LOCATIONS
RE-INSTALL PERMANENT AND REMOVE TEMPORARY MOORING BUOYS ONCE PERMANENT BUOYS ARE OPERATIONAL.
BY THE CONSTRUCTION OF THE PROJECT. UPON COMPLETION OF THE PROJECT CONSTRUCTION, THE CONTRACTOR SHALL
ACTIVITIES THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY MOORING BUOYS FOR THE VESSELS IMPACTED
TEMPORARY RELOCATION DURING THE CONSTRUCTION OF THE PROJECT. PRIOR TO COMMENCING CONSTRUCTION
VESSELS WITHIN LIMITS OF CONSTRUCTION SO THAT THESE VESSELS CAN BE INFORMED OF THE NECESSITY OF
WITHIN THE PROPOSED CONSTRUCTION CORRIDORS, THE DEPARTMENT OF PUBLIC WORKS WILL PROVIDE THE LIST OF
THE CONSTRUCTION OF THE VETERAN'S DRIVE IMPROVEMENTS WILL REQUIRE BARGE ACCESS ALONG THE WATER FRONT14.
DEPARTMENT OF PUBLIC WORKS SHALL BE CONSULTED BY THE CO TO DETERMINE FINAL DISPOSAL LOCATION.
CONTRACTOR SHALL DISPOSE OF ANY REMOVED ASPHALT AT A LOCATION APPROVED BY THE CONTRACTING OFFICER (CO). THE 13.
AND WAPA PRIOR TO IMPLEMENTATION AT LEAST TWO WEEKS IN ADVANCE.
12. CONTRACTOR SHALL COORDINATE PROPOSED LANE CLOSURES AND WORKING HOURS WITH THE PUBLIC WORKS DEPARTMENT
ALL CONSTRUCTION STAKEOUT SHALL BE PERFORMED UNDER THE SUPERVISION OF A U.S. VIRGIN ISLANDS REGISTERED SURVEYOR.11.
EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.10.
TEMPORARY AND PERMANENT EASEMENTS.
ALL WORK ON THIS PROJECT, OR AS DIRECTED BY THE CO. SHALL BE CONSTRUCTED WITHIN THE EXISTING RIGHT-OF-WAY,9.
CONTRACTOR SHALL SAW-CUT EXISTING PAVEMENT AT ALL MATCH LINES TO PROPOSED PAVEMENT. 8.
CONTRACTOR SHALL PROVIDE ON-SITE COVER OR ADEQUATE MEANS OF EROSION AND DUST CONTROL FOR STOCKPILE MATERIAL. 7.
CONTRACTOR SHALL OBTAIN ALL REQUIRED CONSTRUCTION PERMITS. 6.
AS NOTED ON THE PLANS.
MUTCD AND THE U.S. VIRGIN ISLANDS STANDARDS (WAPA). ALSO WITH THE FDOT 2014 DESIGN STANDARDS
ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE FEDERAL HIGHWAY ADMINISTRATION, 5.
THE LIMITS OF CONSTRUCTION IN COORDINATION WITH THE DEPARTMENT OF USGS.
THE CONTRACTOR SHALL RESET EXISTING LAND MARKERS AND MONUMENTS WITHIN4.
ALL STATIONS AND OFFSETS REFER TO ¡ CONSTRUCTION UNLESS OTHERWISE NOTED.3.
(MLLW) FOR CHARLOTTE AMALIE, ST. THOMAS.
VERTICAL DATUM IS BASED UPON NATIONAL OCEAN SURVEY TIDAL DATUM, MEAN LOWER LOW WATER 2.
HORIZONTAL DATUM IS BASED UPON NORTH AMERICAN DATUM 1983.1.
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 10:36:53 AM T:\Projects\173908_VeteransDr\roadway\phase_1\GNNTRD01.dgnMiguel
MAY, 2017 SHEET 1 OF 2
DEMOLITION NOTES:
GENERAL NOTES A-09
ENTRANCE THAT WILL BE IMPACTED BY THE PROJECT IMPROVEMENTS LIKE: GATE, COLUMNS, FENCE, SIGN, DECORATIVE LIGHTINGS, ETC.
CONTRACTOR TO COORDINATE WITH YACHT HAVEN GRANDE MARINA THE REMOVAL AND RELOCATION OF ALL FEATURES RELATE TO THE MARINE14.
REMOVE PORTION OF STONE MASONRY WALL IN CONFLICT WITH ROADWAY SUBBASE.13.
EXISTING PAVEMENT THICKNESS AVERAGE APPROXIMATELY 2.2" OF ASPHALTIC CONCRETE AND 7.8" OF PORTLAND CEMENT CONCRETE BASE.12.
UNLESS PLANS SPECIFY ITEMS TO BE REMOVED, ALL OTHER EXISTING ITEMS ARE TO REMAIN.11.
AND 40 CFR PART 260 THROUGH 279 (RCRA).
ADMINISTRATION (OSHA) - 29 CFR 1926.62, "LEAD IN CONSTRUCTION STANDARD"; 29 CFR 1910.25 (OSHA - LEAD IN GENERAL INDUSTRY), AS PART OF THIS CONTRACT, SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH
ALL METHODS AND OPERATIONS OF DEMOLITION WORK ASSOCIATED WITH THE PUMP HOUSE BUILDING COMPONENTS AND DEFINED TO BE DEMOLISHED, 10.
AND 40 CFR PARTS 260 THROUGH 279 (RCRA).
(OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) LEAD EXPOSURE IN CONSTRUCTION), 29 CFR 1910.25 (OSHA LEAD IN GENERAL INDUSTRY), REPORT DATED NOVEMBER 2014), IS STILL SUBJECT TO OTHER REGULATORY REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, 29 CFR 1926.62
CLASSIFIED AS LBP AS DEFINED BY THE US EPA/HUD GUIDELINES (AND DETAILED IN THE ASBESTOS AND LEAD -CONTAINING MATERIALS SURVEY
SCOPE OF WORK THROUGHOUT THE OLD PUMP HOUSE BUILDING. HOWEVER, OTHER PAINT THAT CONTAINS LEAD, BUT NOT IN A QUANTITY TO BE
BASED PAINT (LEAD CONTENT GREATER THAN 0.5% BY WEIGHT) ON SOME PAINTED BUILDING COMPONENTS THAT WILL BE IMPACTED BY THE PROPOSED
LABORATORY ANALYSIS RESULTS OF PAINT CHIP SAMPLES COLLECTED DURING THE ENVIRONMENTAL INSPECTION, CONFIRMED THE PRESENCE OF LEAD9.
CONTRACTOR SHALL COORDINATE WITH WAPA THE REMOVAL OF EXISTING ROADWAY LIGHTING POLES.8.
CONTRACTOR SHALL MAINTAIN EXISTING ROADWAY LIGHTING POLES UNTIL NEW ROADWAY LIGHTING HAS BEEN INSTALLED.7.
CO MUST APPROVE THE RE-USE OF EXISTING LOOSE RIP-RAP AS BACKFILL MATERIAL ALONG THE WALL ON THE WATERSIDE.6.
DISPOSAL. CONTRACTOR SHALL REMOVE EXISTING ROCK RIP-RAP BETWEEN APPROXIMATELY STA. 244+60 AND STA. 259+90 STOCKPILE FOR RE-USE OR 5.
BURIED ELECTRICAL LINE USED TO FEED THE PUMP STATION.
PRIOR TO STARTING PUMP HOUSE DEMOLITION WORK, CONTRACTOR SHALL CONTACT USVI WAPA TO VERIFY LOCATION AND STATUS OF4.
CONTRACTOR SHALL COORDINATE WITH CO AND WAPA THE REMOVAL OF THE EXISTING SANITARY PIPE THAT CONNECTS TO THE PUMP HOUSE.3.
AS REQUIRED FOR NEW CONSTRUCTION OF THE ROADWAY, DRAINAGE SYSTEM AND BULKHEAD.
PUMP HOUSE DEMOLITION SHALL INCLUDE REMOVAL OF ALL ABOVE AND BELOW GROUND OBSTRUCTION AND BUILDING FOUNDATIONS2.
ALL DISPOSABLE MATERIAL, RUBBISH AND DEBRIS SHALL BE DELIVERED TO A LEGAL DISPOSAL SITE APPROVED BY THE CONTRACTING OFFICER. 1.
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 10:36:54 AM T:\Projects\173908_VeteransDr\roadway\phase_1\GNNTRD02.dgnMiguel
MAY, 2017 SHEET 2 OF 2
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 10:37:06 AM T:\Projects\173908_VeteransDr\roadway\phase_1\PLAYRD01.DGNMiguel
MAY, 2017
M E
T E
R
M E
T E
R
M E
T E
R
M E
T E
R
M E
T E
R
M E
T E
R
M E
T E
R
METER
ST MH
4.46
150.23
11.66
5.44
5.24
41.11
44.31
43.12
39.06
60.45
68.56
56.74
50.32
5.32
2.77
5.52
5.39
3.66
4.68
5.16 3.81 5.11
4.64
3.49
H
Y D
WV
D
D
D
WV
WVWV
E
D
S
S
WV
S
WV
.0
.3
E C .W
A
LK
.0
E C .W
A
LK
.0
E C
.W
A
LK
.8
E C .W
A
LK
.7
E C .W
A
LK
.5
E
C
.W
A
LK
.4
E C .W
A
LK
.6
E
C .W
A
LK
.3
E C .W
A
LK
.2
E C
.W
A
LK
.9
E C .W
A
LK
.3
E C .W
A
LK
.5
E C .W
A
LK
.4
E C .W
A
LK
.7
E C .W
A
LK
.8
E C .W
A
LK
.0
E
C
.W
A
LK
.1
E C .W
A
LK
.5
E
C .W
A
LK
.5
E C .W
A
LK
.8
E C .W
A
LK
.9
E
C
.W
A
LK
.0
E C .W
A
LK
.0
E C .W
A
LK
AERIAL UTIL
5.54
EP
5.85
EP
.5
E P
5.56
EP
.4
E P
5.51
EP.OLD/NEW
5.50
EP.OLD/NEW
5.53
EP
.7
E P
5.47
EP
.0
E P
5.38
EP
.18E
P
5.36
EP
.3
E P
5.47
EP
.5
E P
.7
E P
.8
E
P
.9
E P
.10E
P
6.19
CL.RD
6.01
CL.RD
6.06
CL.RD5.99
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
8.53
CL.RD8.39
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
9.29
EP
9.13
EP9.00
EP
8.74
EP
8.55
EP
8.00
EP
F R
E D
E R
IK
S B
E
D E
NORRE GADE
F
O
R A
D E
H O S
P
IT
D E
K A
N
D E
W
IL
L
IA
L E
W
IS
S R L N
LONG BAY RD.
VETERANS DRIVE
DeBELTJE
N ROAD
D
L T J
N
O
A D
EXIST. V
ETERANS D
RIVE
X
Scale Feet
0 50
SHEET 1 OF 1
LEGEND
HARBOR
ST. THOMAS
SHT. REF. NO.
A-10 PROJECT LAYOUT
POT STA. 265+16.90
END ¡ CONST. VETERANS DR.
STA. 261+61.54
BEGIN MILLING & RESURFACING
END RECONSTRUCTION
STA. 264+89.27
END MILLING & RESURFACING
END PROJECT
MATCH EXIST.
STA. 237+04.51
BEGIN WIDENING
& RESURFACING
BEGIN MILLING, OVERBUILD
BEGIN PROJECT
STA. 10+00.00
£ CONST. HOSPITAL GADE
STA. 240+24.67 =
¡ CONST. VETERANS DR.
STA. 239+73.45
BEGIN RECONSTRUCTION
END WIDENING
& RESURFACING
END MILLING, OVERBUILD
STA. 239+73.45
BEGIN RECONSTRUCTION
END WIDENING
& RESURFACING
END MILLING, OVERBUILD
CURVE DATA
NO.
CURVE
STATION
P.C.
Northing
PC
PC Easting
STATION
P.I.
Northing
PI
PI Easting
STATION
P.T.
Northing
PT
PT Easting
Northing
CC
CC Easting Delta D T L R
BEARING
e
SPEED
DESIGN
Back Ahead
POINT -200 236+64.34 842442.767 1177830.438
CLPH1-1 236+98.13 842447.792 1177863.849 237+48.90 842455.343 1177914.053 237+99.24 842451.519 1177964.678 842002.797 1177930.780 12° 52' 26" 12° 43' 57" 50.77' 101.11' 450.00' N 81° 26' 47" E S 85° 40' 48" E NC 25
CLPH1-2 240+04.50 842436.057 1178169.354 242+60.64 842416.762 1178424.768 245+10.75 842305.166 1178655.322 841091.293 1178067.767 21° 30' 30" 4° 14' 55" 256.14' 506.25' 1348.60' S 85° 40' 48" E S 64° 10' 17" E NC 25
CLPH1-3 245+10.75 842305.166 1178655.322 247+07.35 842219.513 1178832.280 248+74.95 842026.313 1178868.669 841954.126 1178485.407 53° 30' 17" 14° 41' 28" 196.60' 364.20' 390.00' S 64° 10' 17" E S 10° 40' 0" E NC 25
CLPH1-4 250+54.54 841849.825 1178901.910 254+86.58 841425.253 1178981.878 257+00.08 841558.760 1179392.770 841920.161 1179275.344 97° 20' 0" 15° 4' 40" 432.04' 645.54' 380.00' S 10° 40' 0" E N 72° 0' 0" E NC 25
CLPH1-5 259+47.51 841635.219 1179628.090 260+54.16 841668.176 1179729.519 261+50.29 841621.684 1179825.501 841383.189 1179709.979 43° 50' 40" 21° 37' 16" 106.65' 202.79' 265.00' N 72° 0' 0" E S 64° 9' 20" E NC 25
CLPH1-6 261+79.26 841609.057 1179851.570 262+43.99 841580.838 1179909.829 263+04.47 841592.107 1179973.573 841789.053 1179938.756 35° 52' 12" 28° 38' 52" 64.73' 125.21' 200.00' S 64° 9' 20" E N 79° 58' 28" E NC 25
CLPH1-7 263+04.47 841592.107 1179973.573 263+85.68 841606.243 1180053.538 264+57.15 841675.351 1180096.179 841770.455 1179942.044 48° 17' 57" 31° 38' 7" 81.20' 152.68' 181.11' N 79° 58' 28" E N 31° 40' 31" E NC 25
POINT -201 265+16.90 841726.201 1180127.554
PGLLT-1 10+40.48 842448.788 1177870.472 10+80.61 842454.757 1177910.152 11+20.47 842452.787 1177950.230 842050.068 1177930.443 11° 22' 0" 14° 12' 36" 40.13' 79.99' 403.21' N 81° 26' 47" E S 87° 11' 13" E NC 25
PGLLT-2 13+04.63 842443.750 1178134.160 15+80.31 842430.221 1178409.508 18+48.56 842310.143 1178657.664 841090.882 1178067.687 23° 0' 31" 4° 13' 48" 275.68' 543.93' 1354.50' S 87° 11' 13" E S 64° 10' 43" E NC 25
PGLLT-3 18+48.56 842310.143 1178657.664 20+47.97 842223.286 1178837.166 22+17.96 842027.320 1178874.076 841954.110 1178485.386 53° 30' 43" 14° 29' 10" 199.41' 369.40' 395.52' S 64° 10' 43" E S 10° 40' 0" E NC 25
PGLLT-4 23+97.54 841850.843 1178907.315 28+23.32 841432.416 1178986.126 30+33.74 841563.990 1179391.071 841920.161 1179275.344 97° 20' 0" 15° 17' 57" 425.78' 636.20' 374.50' S 10° 40' 0" E N 72° 0' 0" E NC 25
PGLLT-5 32+77.09 841639.191 1179622.514 33+83.40 841672.044 1179723.625 34+79.51 841626.650 1179819.761 841384.308 1179705.331 43° 16' 33" 21° 22' 44" 106.31' 202.42' 268.00' N 72° 0' 0" E S 64° 43' 27" E NC 25
PGLRT-1 10+29.04 842447.086 1177859.155 10+84.50 842455.335 1177914.001 11+38.97 842448.351 1177969.022 842051.535 1177918.649 15° 47' 18" 14° 21' 41" 55.46' 109.93' 400.00' N 81° 26' 47" E S 82° 45' 56" E NC 25
PGLRT-2 11+38.97 842448.351 1177969.022 12+27.25 842437.234 1178056.599 13+15.45 842432.171 1178144.733 844989.941 1178291.658 3° 56' 49" 2° 14' 11" 88.28' 176.48' 2561.99' S 82° 45' 56" E S 86° 42' 45" E NC 25
PGLRT-3 13+15.45 842432.171 1178144.733 15+83.81 842416.781 1178412.648 18+45.07 842299.650 1178654.092 841090.882 1178067.686 22° 35' 30" 4° 15' 56" 268.36' 529.62' 1343.50' S 86° 42' 45" E S 64° 7' 15" E NC 25
PGLRT-4 18+45.07 842299.650 1178654.092 20+37.73 842215.561 1178827.427 22+01.00 842026.234 1178863.087 841955.416 1178487.095 53° 27' 15" 15° 1' 6" 192.66' 355.93' 382.60' S 64° 7' 15" E S 10° 40' 0" E NC 25
PGLRT-5 23+81.55 841848.807 1178896.505 28+19.84 841418.089 1178977.631 30+34.58 841553.529 1179394.470 841920.161 1179275.344 97° 20' 0" 14° 54' 17" 438.29' 653.04' 385.50' S 10° 40' 0" E N 72° 0' 0" E NC 25
PGLRT-6 32+85.58 841631.092 1179633.185 33+89.52 841663.209 1179732.032 34+82.26 841618.832 1179826.016 841381.915 1179714.148 43° 16' 33" 22° 0' 13" 103.93' 196.68' 262.00' N 72° 0' 0" E S 64° 43' 27" E NC 25
POINT H-1 10+00.00 842434.293 1178190.486
POINT H-2 11+80.60 842614.452 1178203.177
METER
ST MH
4.46
150.23
6.30
16.78
17.41
15.63
11.66
5.44
5.24
41.11
44.31
43.12
39.06
60.45
68.56
56.74
50.32
5.32
2.77
5.52
5.39
3.66
4.68
5.16 3.81 5.11
4.64
3.49
H
Y D
WV
D
D
D
WV
WVWV
E
D
S
S
(p a v in g i n c o m p le te
A sp h a lt R o a d w a y
(pa vin g in comple te)
Asp hal t Ro adway
(paving incom plete)
Asphalt Roadway
C ro s s W a lk
(p a v in g i n co m p le te
A sp h a lt R o a d w a y
(paving incomplete)
Asphalt Roadway
Inlet
Inlet
Inlet
Inlet
Inlet
Inlet
In le t
Inlet
Inlet
Inlet
Inlet
Inlet
Sid ew alkCu rb
Signal Box
Material Stockpile
Cu rb
Sidewalk
Si de wa lk
Sid ew alk
Gua rdra il
Sw ale
S w a le
Swa le
Ston e W all
Ret ain ing W all
Sid ew alk
Cu rb
Si gn al Bo x w/ M an ho le
Co nc re te V au lt
Sid ew alk
S id e w a lk
S id e w a lk
R e ta in in g W a ll
S w a le
S w a le
(typ.)
Meter Box
WV
Si gn al B ox
Sig na l B ox es
S
(paving incomplete)
Asphalt Roadway
Transformer & Pad
Signal Box
Bollards
Electrical Boxes Meter Base
Concrete Vault
Meter Base
Tr af fic S ig na l S ta nd ar d
Inlet
WV
(pa vin g i nc omple te)
As ph alt Ro ad wa y
C ro ss W al k
Gate
Traffic Signal Standard
Tr af fic S ig na l S ta nd ar d
Guys
.0
.3
E C .W
A
LK
.0
E C .W
A
LK
.0
E C .W
A
LK
.8
E C .W
A
LK
.7
E C .W
A
LK
.5
E
C .W
A
LK
.4
E C .W
A
LK
.6
E
C .W
A
LK
.3
E C .W
A
LK
.2
E C .W
A
LK
.9
E C .W
A
LK
.3
E C .W
A
LK
.5
E C .W
A
LK
.4
E C .W
A
LK
.7
E C .W
A
LK
.8
E C .W
A
LK
.0
E
C .W
A
LK
.1
E C .W
A
LK
.5
E C .W
A
LK
.5
E C .W
A
LK
.8
E C .W
A
LK
.9
E
C .W
A
LK
.0
E C .W
A
LK
.0
E C .W
A
LK
5.54
EP
5.85
EP
.5
E P
5.56
EP
.4
E P
5.51
EP.OLD/NEW
5.50
EP.OLD/NEW
5.53
EP
.7
E
P
5.47
EP
.0
E P
5.38
EP
.18E
P
5.36
EP
.3
E P
5.47
EP
.5
E P
.7
E P
.8
E P
.9
E P
.10E
P
6.19
CL.RD
6.01
CL.RD
6.06
CL.RD5.99
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
8.53
CL.RD8.39
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
9.29
EP
9.13
EP9.00
EP
8.74
EP
8.55
EP
8.00
EP
SHEET 1 OF 1
D E
B
E L T J E
N
R
O A
D
F R
E D
E R I K
S B
E
D E
VETERANS DRIVE
LONG BAY RD
0 50 200
SCALE IN FEET
100 150
W
IL
L
IA
M G
L E
W
IS
S
R
L N
DeBELTJE
N ROAD
HARBOR
ST. THOMAS
A-11 SITE GEOMETRY PLAN 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 10:37:09 AM T:\Projects\173908_VeteransDr\roadway\phase_1\GEOPRD01.DGNMiguel
MAY, 2017
CLPH1-4
CLPH1-3
CLPH1-2
PGLLT-4
¡ CONST. VETERANS DR.
STA. 10+00.00
£ CONST. HOSPITAL GADE
STA. 240+24.67 =
¡ CONST. VETERANS DR.
STA. 237+04.51
BEGIN WIDENING
& RESURFACING
BEGIN MILLING, OVERBUILD
BEGIN PROJECT
STA. 236+64.34
BEGIN ¡ VETERANS DR.
PGL RT
PGL LT
STA. 261+61.54
BEGIN MILLING & RESURFACING
END RECONSTRUCTION
STA. 264+89.27
END MILLING & RESURFACING
END PROJECT
STA. 265+16.90
END ¡ VETERANS DR.
CLPH1-1
PGLLT-1
PGLRT-2
PGLRT-1
PGLRT-3
PGLLT-2
PGLRT-4
PGLLT-3
PGLRT-5
CLPH1-5
PGLLT-5
PGLRT-6
CLPH1-6
CLPH1-7
4.46
18" RCP
R
C P
R C P
R
C P
R
C P
R
C P
R
C P
R
C P
4" R
CP
R
C P
R
C P
H O
S P I T
D E
HARBOR
DEMOLITION PLAN A-24
STA. 11+60.60
DEMOLITION LIMIT
(TO BE REMOVED)
CONC. CURB & GUTTER
(TO BE REMOVED)
EXIST. PIPE
EXIST. INLET
REMOVE
240 241
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 10:37:15 AM T:\Projects\173908_VeteransDr\roadway\phase_1\demolition01.dgnMiguel
MAY, 2017
VETERANS DRIVE
10 40
Feet
SHEET 1 OF 5
REMOVE SIGNAL POLES
M A
T C
H
L I N
E
S
T A
.0
MATCH EXIST.
STA. 237+04.51
BEGIN PROJECT
TO REMAIN
EXIST. SIGN
REMOVE EXIST. PIPE
REMOVE EXIST. PIPE
TO BE REMOVED
CONC. CURB & GUTTER
R/W LINE
R/W LINE
REMOVE CONC. SWK
TO BE REMOVED
CONC. CURB & GUTTER
REMOVE CONC. SWK
REMOVE LIGHTING POLE
REMOVE LIGHTING POLE
REMOVE TREES
REMOVE EXIST. HEADWALL
REMOVE EXIST. HEADWALL
REMOVE SIGNAL POLES
(TO REMAIN)
EXIST. RETAINING WALL
REMOVE LIGHTING POLE
¡ CONST. VETERANS DR.
TO BE REMOVED
14" AVG. CONC. CURB
R/W LINE
R/W LINE
(TO REMAIN)
EXIST. 24" RCP
REMOVE LIGHTING POLES
REMOVE EXIST. INLET
TO REMAIN
BUS SHELTER
TO REMAIN
EXIST. INLETS
TREES TO REMAIN
REMOVE CONC. SWK
TO REMAIN
EXIST. SIGN
SIDEWALK
REMOVE CONCRETE
TO BE REMOVE
EXIST. SIGN
(TO REMAIN)
EXIST. INLETS
(STOP HERE ON RED)
EXIST. SIGN TO BE REMOVE
REMOVE SIGNAL POLES
TO REMAIN
EXIST. WALL
TRAFFIC TRANSFORMER
REMOVE CONC. PEDESTAL AND
(TO BE REMOVED)
EXIST. PIPES
(TO REMAIN)
CONC. CURB & GUTTER
(TO BE REMOVED)
EXIST. INLET
TO BE REMOVED
CURB & CONC. GUTTER
REMOVE PAVEMENT
REMOVE PAVEMENT
(SEE DEMOLITION NOTE #12)
STONE MASONRY WALL
REMOVE PORTIONS OF
K
N
D E
HARBOR
ST. THOMAS
D E
B E L T J E
N
R
O A
D
5.4
5.2
DEMOLITION PLAN A-25
(TO REMAIN)
EXIST. SIGN
(TO REMAIN)
EXIST. INLET
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 10:37:19 AM T:\Projects\173908_VeteransDr\roadway\phase_1\demolition02.dgnMiguel
MAY, 2017
R
C P
X
.6
C B
C
X
.6
C
B C
10" W M
10" W M
VETERANS DRIVE
M A T
C H
L
IN
E
S T
A .0
10 40
Feet
¡ CONST. VETERANS DR.
SHEET 2 OF 5
M A
T C
H
L I N
E
S
T A
.0
LEGEND
RIP-RAP REMOVAL
LIMIT OF BOULDER
TO REMAIN
EXIST. INLET
TO REMAIN
EXIST. PIPE
R/W LINE
REMOVE LIGHTING POLE
REMOVE LIGHTING POLE
REMOVE CONC. SWK
TO BE REMOVED14" AVG. CONC. CURB
DEMOLITION LIMITS)
(SEE SHEET E-19 FOR
OUTFALL SLAB AND HEADWALL
REMOVE EXIST. CONC.
(TO REMAIN)
EXIST. CONC. BOX CULVERT
REMOVE CONC. SWK.
REMOVE EXIST. HEADWALL
RIP-RAP LOCATION (TYP.)
APPROXIMATE EXIST.
(TO BE REMOVED)
CONC. CURB & GUTTER
R/W LINE
REMOVE LIGHTING POLE
REMOVE PAVEMENT
WALL (SEE DEMOLITION NOTE #12)
REMOVE PORTIONS OF STONE MASONRY
DE BELTJEN ROAD
ST. THOMAS
1.
.3
.1
A-26
251 252
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 10:37:22 AM T:\Projects\173908_VeteransDr\roadway\phase_1\demolition03.dgnMiguel
MAY, 2017
R
C P
R
C P
R
V a u lt
E le c.
n ca se m e n t
C o n cr e te C o n d u it
DEMOLITION PLAN
VETERANS DRIVE
DEMOLITION PLAN
SHEET 3 OF 5
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
10 40
Feet
R/W LINE
¡ CONST. VETERANS DR.
LEGEND
RIP-RAP REMOVAL
LIMIT OF BOULDER
LOCATION (TYP.)
RIP-RAPBOULDER
APPROXIMATE EXISTING
REMOVE LIGHTING POLE
R/W LINE
TO BE REMOVED
14" AVG. CONC. CURB
TO BE REMOVED
CONC. CURB & GUTTER
REMOVE CONC. SWK
REMOVE LIGHTING POLE
REMOVE EXIST. HEADWALL
REMOVE EXIST. HEADWALL
REMOVE EXIST. HEADWALL
REMOVE EXIST. PIPE
REMOVE EXIST. PIPE
REMOVE EXIST. PIPE
REMOVE EXIST. INLET
REMOVE EXIST. INLET
REMOVE EXIST. INLET
(SPEED ZONE 25 MPH)
SIGN TO BE REMOVED
(SEE GENERAL NOTES SHEET)
REMOVE STONE MASONRY WALL
REMOVE PAVEMENT
REMOVE PAVEMENT
REMOVE LIGHTING POLE
DE BELTJE
N R
OAD
43.12
39.06
A-27 DEMOLITION PLAN
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 10:37:24 AM T:\Projects\173908_VeteransDr\roadway\phase_1\demolition04.dgnMiguel
MAY, 2017
R
C P
(4) AC
Lines
W. to E .w/ Ligh t Utility P ole
(3) O.H . Elec.
Lines
(4) O.H . Elec.
Lines
(7) O.H . Elec.
Lines
¡ CONST. VETERANS DR.
VETERANS DRIVE
TO BE REMOVED
AND FOUNDATION
TO BE DEMOLISHED
EXIST. PUMP HOUSE
SHEET 4 OF 5
M A T C
H
LI
N E
S T
A .0
M A
T C
H
L
IN
A
.0
R/W LINE
10 40
Feet
(TO BE REMOVED)
EXIST. BOULDER RIP-RAP
LEGEND
RIP-RAP REMOVAL
LIMIT OF BOULDER
REMOVE LIGHTING POLE
REMOVE LIGHTING POLE
REMOVE LIGHTING POLE
REMOVE CONC. SWK
TO BE REMOVED
CONC. CURB & GUTTER
TO BE REMOVED
14" AVG. CONC. CURB
REMOVE EXIST. HEADWALL
DRIVEWAY
REMOVE CONC.
TO BE REMOVED
CURB AND GUTTER
CONC. WALL &
AND INLET
REMOVE EXIST. PIPE
(SEE GENERAL NOTES SHEET)
REMOVE STONE MASONRY
REMOVE PAVEMENT
REMOVE PAVEMENT
RIP-RAP LOCATION (TYP.)
APPROXIMATE EXISTING
DE BELTJEN ROAD
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
Sidewalk
Sidewalk
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
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
A-28
257 258 259
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 10:37:27 AM T:\Projects\173908_VeteransDr\roadway\phase_1\demolition05.dgnMiguel
MAY, 2017
R
C P
24" RCP
R C P
R
C P
R C P
R
C P
DEMOLITION PLAN
SHEET 5 OF 5
STA. 261+61.54
END RECONSTRUCTIONM
A
T C
H
L I N
E
S
T A
.0
VETERANS DRIVE
LEGEND
RIP-RAP REMOVAL
LIMIT OF BOULDER
TO REMAIN
EXIST. RIP-RAP
TO BE REMOVED
CONC. CURB & GUTTER
REMOVE LIGHTING POLE
REMOVE LIGHTING POLE
REMOVE CONC. SWK
REMOVE LIGHTING POLE
REMOVE EXIST. HEADWALL
REMOVE EXIST. HEADWALL
REMOVE EXIST. PIPE
REMOVE LIGHTING POLE
REMOVE EXIST. INLET
R/W LINE
R/W LINE
R/W LINE
¡ CONST. VETERANS DR.
(TO REMAIN)
EXIST. SIGN
(TO REMAIN)
EXIST. SIGN
(TO REMAIN)
EXIST. INLET
REMOVE EXIST. INLET
(TO REMAIN)
24" RCP
REMOVE EXIST. PIPE
(TO REMAIN)
30" RCP
REMOVE EXIST. INLET
REMOVE DRAINAGE STRUCTURE TOP
(TO REMAIN)
EXIST. INLET
(TO REMAIN)
EXIST. INLET
(TO REMAIN)
18" RCP
REMOVE EXIST. PIPE
REMOVE EXIST. RIP-RAP
TO REMAIN
EXIST. CULVERTS
TO BE REMOVED
CURB AND GUTTER
CONC. WALL &
(SEE NOTE 4)
REMOVE PAVEMENT
BOULDER RIP-RAP LOCATION (TYP.)
APPROXIMATE EXISTING
TO REMAIN
EXIST. HEADWALL
(TOP OF CONC. RIP-RAP)
REMOVE STONE MASONRY
HAVEN GRANDE ENTRANCE FEATURES
REMOVE AND RELOCATE YACHT
A-29
File details come from the government source that posted it. Updated .