Plans_Section_G.pdf
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FP ID NO.
DPC-34(1)ST THOMAS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
DESIGNED
MODEL NAME =DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:20:40 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTADUW01.DGNMiguel
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 WORKS
BRINCKERHOFF
PARSONSM. PAREDES
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
M E
T E
R
METER
FORT
CHRISTIAN
LEGISLATUREVIRGIN ISLANDS
CONCRETE
F O
R T
P L
A S
D E
N
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
FP
SIGN
FP
SIGN
FP
A
BENCHES
SC
SC
M
SC
SC
SC
P
P
P
P
P
P
DI
CB
CB
CB
ST MH
DI
DI
A/C
E
A/C
A/C
A/C
PILE
PILE
3.40
2.58
4.22
4.54
4.52
3.66
3.64
3.68
4.65
4.31
4.49
3.86
5.02
3.27
4.66
5.21
5.31
4.45
4.34
4.66
4.90
4.90
4.71
5.28
4.92
4.76
5.48
5.37
5.11
5.57
5.15
5.17
5.67
6.60
6.19
5.79
6.60
6.34
6.61
6.21
6.73
5.45
7.57
14.71
5.47
16.61
5.68
17.48
17.29
5.60
5.89
10.20
6.29
6.15
6.12
6.25
5.56
6.14
5.55
5.88
12.48
7.26
5.70
5.59
20.39
6.05
5.80
5.60
5.90
8.77
12.23
5.47
4.65
5.38
4.64
11.58
5.12
5.23
14.13
13.63
13.38
10.82
7.06
7.40
5.25
8.16
4.30
4.27
4.81
9.34
6.59
4.16
6.22
7.45
9.12
5.07
5.85
4.88
4.57
4.57
5.41
6.61
8.20
8.60
4.40
8.44
3.55
7.54
4.50
4.33
5.42
6.32
5.83
3.65
6.59
3.57
5.21
3.72
5.15
5.25
4.60
4.36
3.17
4.45
3.24
5.20
5.42
3.87
5.20
5.44
5.23
5.05
3.33
3.33
4.43
5.13
3.56
3.41
5.06
4.85
5.20
4.94
3.63
4.67
4.37
3.56
1.23
4.32
4.68
5.26
4.71
5.08
4.71
1.82
3.64
4.82
4.75
4.92
5.24
3.31
4.30
4.05
4.80
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
4.24
4.59
4.50
3.11
4.15
3.14
4.22
3.38
5.53
16.78
17.41
15.55
15.63
188SAN
(2) O.H. E lec. Lines
1" W M
24"
WM
30" RCP
18" RCP
R
C P
R C P
COMM
ELEC
ELEC
10 40
Feet
BUILDING
LEGISLATURE
FORT CHRISTIAN
" W
M
1"
WM
1"
WM
" W
M
G-01
BLOCK OUTS IN MANHOLE
PROP. 8-4" COMMUNICATIONS CONDUIT
(AS PER INNOVATIVE & WAPA STANDARDS)
PROP. COMMUNICATIONS RISER AND HANDHOLE
PROP. ELECTRICAL RISER AND HANDHOLE
EXIST. SERVICE POLE
F O
R T
P
L A
S D
E N
HARBOR
ST. THOMAS
VETERANS
DR.
BLOCK OUTS IN MANHOLE
PROP. 10-6" ELECT. CONDUIT
(SEE SHEET G-10)
(DUCTBANK SECTION A)
2-6" ELEC CONDUITS
2-4" COMM CONDUTIS
(SEE SHEET G-10)
(DUCTBANK SECTION B)
6-6" ELEC CONDUITS
E 1177791.84
N 842479.39
(SEE SHEET G-10)
PROP ELECTRICAL MANHOLE
E 1177723.34
N 842437.92
(SEE SHEET G-10)
PROP ELECTRICAL MANHOLE
E 1177713.49
N 842436.20
(SEE SHEET G-11)
PROP COMM. MANHOLE
(SEE SHEET G-10)
(DUCTBANK SECTION B)
6-6" ELEC CONDUITS
TO SUPPLY LEGISLATURE
4"-4" ELECTRICAL CONDUIT
TRANSFORMER PLACEMENT
2- 6'x6' CONC. PADS FOR
LEGEND
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
ELECTRICAL PULLBOX
COMMUNICATION PULLBOX
COMM
ELEC
20" WATERLINE
COMMUNICATION DUCTS
ELECTRICAL DUCTS
UTILITY PLAN
SHEET 1 OF 6
(S H
E E
T
O F
M A
T C
H
L I N
E
S
A
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:20:46 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTADUW02.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
JUSTICE
CENTER
VETERANS DRIVE
S
SIGN
FP
FP
FP
FP
FP
MH PAVED OVER
SC
SC
ST MH
CB
CB
CB
CB
STORM PIPE
CB
CB
CB
CB
STORM PIPE
CB
CB
TCB
TLSP
PEDESTRIAN SIGNAL
TLSP
TLSP
4.46
4.24
4.62
4.50
4.99
4.27
3.14
4.22
4.19
3.85
4.23
3.08
4.48
4.77
4.08
4.35
3.69
3.84
3.77
3.76
3.67
4.82
3.19
4.41
4.24
2.94
2.95
3.74
4.22
3.33
5.07
3.18
3.37
2.83
4.30
4.39
3.89
4.25
4.55
4.81
3.85
3.77
2.73
3.48
4.04
4.52
4.62
4.87
5.24
3.00
4.27
3.81
4.39
4.16
4.71
5.07
2.74
4.08
4.83
4.46
4.27
4.67
4.09
3.11
4.83
5.21
4.53
4.54
4.80
2.88
4.32
4.93
5.48
2.84
4.50
3.88
3.85
5.54
3.30
4.80
4.28
5.21
4.59
4.63
5.59
5.12
5.48
2.98
4.82
2.84
2.96
5.33
4.62
5.55
4.27
4.99
4.37
5.47
4.21
3.39
4.89
5.04
4.82
5.22
5.34
4.81
5.16
5.11
5.27
4.13
5.17
4.89
4.60
5.08
4.21
4.74
4.44
3.11
4.23
4.05
3.78
3.81
3.27
3.84
3.74
3.93
3.51
3.83
3.29
3.57
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
(2) O.H. E lec. Lines
24"
WM
10" WM
4" WM
24" WM
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
V
V
240 241
ELEC
W
W
10 40
Feet
G-02
C01
C02
C03
C04
HARBOR
ST. THOMAS
WMA-VI. (WASTE MANAGEMENT AUTHORITY)
WAPA-VI. (WATER & POWER AUTHORITY)
A B
C
D
E F
B1
B2
VALVES. WAPA FORCES WILL PERFORM TAPPING .
CONTRACTOR TO INSTALL TAPPING SLEEVE AND TAPPING 1.
NOTES:
LEGEND
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
ELECTRICAL PULLBOX
COMMUNICATION PULLBOX
COMM
ELEC
20" WATERLINE
COMMUNICATION DUCTS
ELECTRICAL DUCTS
C01 0.000
C02 0.000
C03 0.000
C04 0.000
T01 0.000
T02 0.000
T03 0.000
T04 0.000
(S H
E E
O F
M A
T C
H
L I
A
(S H
E E
T
O F
M A
T C
H
L I
A
SHEET 2 OF 6
UTILITY PLAN
(TO BE ADJUSTED)
EXIST. SAN MANHOLE
E 1177870.06 N 842449.61
W/FLUSHING VALVE OUTLET
PROP. 20" TEMP PLUG
(BY OTHERS)
PROP. 16" WATERLINE
E 1177887.57
N 842472.96
(5° MAX)
PROP. 20" DEFLEXION
24"
WM (T
O BE REMOVED)
(TO BE ADJUSTED)(2)
EXIST. WATER METERS
E 842522.361
N 842491.44
(BY WAPA FORCES)
CUT & PLUG EXIST. 24" WM
E 1178203.78
N 842524.14
PROP. 24" END CAP
£ HOSPITAL GADE
STA. 10+00.00
¡ CONST. VETERANS DR.=
STA. 240+24.63
E 1177888.24 N 842466.11
(TIED TO TEE)
W/20" GATE VALVES(2)
PROP. 20"X20" TEE
E 1177899.63
N 842485.82
PROP. 20" END CAP
E 1177990.19
N 842476.22
(5° MAX)
PROP. 20" DEFLEXION
E 1177899.56
N 842487.60
(BY WAPA FORCES)
CUT & PLUG EXIST. 24" WM
(TO BE ADJUSTED)
EXIST. SAN MANHOLE
E 1178128.36 N 842470.59
TO EXISTING 10" WM
PROP. 2" SERVICE CONNECTION
E 1178116.81
N 842476.62
PROP. 20" DEFLEXION (5° MAX)
E 1178194.68
N 842528.17
PROP. 20" 45° BEND
E 1178164.08
N 842500.93
PROP. 20" 45° BEND
(AS PER WAPA STANDARDS)
ELECTRICAL MANHOLE)
(CONNECTED TO EXISTING
PROP. ELECTRICAL MANHOLE
(AS PER WAPA STANDARDS)
PROP. TRANSFORMER CONCRETE PAD
E 1178162.51
N 842473.96
(TIED TO TEE)
W/20" GATE VALVE
PROP. 20"X20" TEE
(BY OTHERS)
PROP. 16" WATERLINE
FOR CONTINUATION
REFER TO IRRIGATION PLANS
PROP. 2.5" SLEEVES (SCH 80 PVC)
(SCH 80 PVC)
PROP. 2.5" SERVICE LINE
(SEE SHEET G-10)
(DUCTBANK SECTION B)
6-6" ELEC CONDUITS
(SEE SHEET G-10)
(DUCTBANK SECTION C)
2-6" ELEC CONDUITS
Y=842481.8993
X=1177887.2593
E 1177892.34
N 842482.07
PROP. 2-20" 45° BEND
E 1177887.43
N 842476.82
PROP. 2-20" 45° BEND
E 1178067.75
N 842476.45
ACOUSTIC ACCESS POINT
PVC C905
PROP. 20" W
ATERLINE
E 1178180.24
N 842392.53
ACOUSTIC ACCESS POINT
E 1177899.74
N 842482.33
(BY WAPA FORCES)
PROP. 20"x24" WATER CONNECTION
E 1178203.98
N 842527.63
(BY WAPA FORCES)
PROP. 20"x24" WATER CONNECTION
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:20:51 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTADUW03.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
STEPS
STEPS
S T
E P S
STEPS
PLANTERS
ESTI
MATED
ESTI
MATED
SIG
N
FP SIG
N
S
A
A
SC
P P
STORM
PI
PE
CB
CB
CB
CB
CB
CB
STORM
PI
PE
CB
CB
L
L
LP
B
AS
E
ROCKS
ROCKS
CONC S
TRIP
CONC S
TRIP
CONC
CONC
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
5.3
4.6
2.9
5.7
4.5
5.4
3.
3.
6.1
5.4
5.3
3.
4.6
2.8
4.2
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
3.
3.
4.1
5.2
5.7
4.6
5.4
5.4
6.7
3.
5.7
4.3
3.
5.8
5.7
5.0
6.0
6.4
6.5
3.
4.8
3.
15.
4.6
16.
16.
15.
15.
4.6
17.
18.
.90
.23
.3
5.4
5.2
10" W M
10" W M
R
C P
X
.6
C B
C
X
.6
C
B C
244 245
W
W
W
10 40
Feet
¡ CONST. VETERANS DR. VETERANS DRIVE
K A
N A
G
D E
HARBOR
ST. THOMAS
D E
B E
LT
JE
N
R O
A D
U.S. COURT HOUSE
BUILDING
FEDERAL
WMA-VI. (WASTE MANAGEMENT AUTHORITY)
WAPA-VI. (WATER & POWER AUTHORITY)
10" WM
WMA-VI. (WASTE MANAGEMENT AUTHORITY)
WAPA-VI. (WATER & POWER AUTHORITY)
10" WM
G-03
E 1178455.33
N 842423.01
TO EXISTING 10" WM
PROP. 2" SERVICE CONNECTION
(TO BE ADJUSTED)
EXIST. ELECTRICAL MANHOLE TOP
(SCH 80 PVC)
PROP. 2.5" SERVICE LINE
(SCH 80 PVC)
PROP. 2.5" SERVICE LINE
SLEEVE (SCH 80 PVC)
PROP. 2.5" IRRIGATION
SLEEVE (SCH 80 PVC)
PROP. 2.5" IRRIGATION
E 842360.143
N 842423.01
ACOUSTIC ACCESS POINT
E 842298.073
N 842423.01
ACOUSTIC ACCESS POINT
E 842194.453
N 842423.01
ACOUSTIC ACCESS POINT
LEGEND
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
ELECTRICAL PULLBOX
COMMUNICATION PULLBOX
COMM
ELEC
20" WATERLINE
COMMUNICATION DUCTS
ELECTRICAL DUCTS
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
(S H
E E T
O F
M A T C
H
L
IN
E
S T
A
(TO BE ADJUSTED) (4)
EXIST. WATER VALVES
UTILITY PLAN
SHEET 3 OF 6
(BY OTHERS)
PROP. 16" WATERLINE
(S H
E E
T
O F
M A
T C
H
L I
A
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:20:54 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTADUW04.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
VETERANS DRIVE
DEBEL T JEN ROAD
S T
E P S S
T E
P S
S T
E P S
S T
E P S
E S
T
IM
A T
E D
E S
T
IM
A T
E D
E S
T
IM
A T
E D
S
S
S
P
P
P
S T
O
M
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
C B
T
IM
A T
E D
A
C
R O
C K S
R O
C K S
.5
.4
.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
.6
.5
.3
.8
.8
.3
.6
.5
.6
.5
.9
1.
.2
1.
.5
.4
.9
.8
.8
.7
.7
.6
.3
.9
.5
.2
1.
.2
1.
.3
R
C P
R
C P
R
C P
251 252 W
W
10 40
Feet
HARBOR
ST. THOMAS
VETERANS DRIVE
¡ CONST. VETERANS DR.
E "0 '04
°01 S
DE BELTJEN ROAD
UTILITIES (WAPA)
OVERHEAD
LEGEND
WMA-VI. (WASTE MANAGEMENT AUTHORITY)
WAPA-VI. (WATER & POWER AUTHORITY)
G-04
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
ELECTRICAL PULLBOX
COMMUNICATION PULLBOX
COMM
ELEC
20" WATERLINE
COMMUNICATION DUCTS
ELECTRICAL DUCTS
(BY OTHERS)
PROP. 16" WATERLINE
C
T
(S H
E E
M A
T C
H
L I N
E
S
T A
M A
T C
H
L I N
E
S
T A
(S H
E E
T
O F
UTILITY PLAN
SHEET 4 OF 6
(SCH 80 PVC)
PROP. 2.5" SERVICE LINE
SLEEVE (SCH 80 PVC)
PROP. 2.5" IRRIGATION
E 1178864.25
N 841822.66
ACOUSTIC ACCESS POINT
E 1178826.78
N 842019.11
ACOUSTIC ACCESS POINT
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:20:59 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTADUW05.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
VETERANS D
RIVE
STEPS
STEPS
S T
E P
S
S T
E P
S
STEPS
STEPS
ESTIMATED
ESTIMATED
ESTIMATED
SIGN
SC
P
P
DI
ST MH
CB ESTIMATED
ROCKS
ROCKS
ROCKS
5.55
5.86
5.65
6.33
6.09
4.87
5.87
5.24
6.14
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
5.27
4.45
44.70
5.15
5.37
45.54
45.20
44.51
6.23
44.89
44.19
5.44
44.92
4.48
44.67
5.71
43.49
4.89
5.05
4.60
5.76
5.30
5.11
5.84
4.53
3.92
5.73
39.06
R
C P
W
W
W
10 40
Feet
HARBOR
ST. THOMAS
¡ CONST. VETERANS DR.
DE BELTJE
N R
OAD
VETERANS DRIVE
LEGEND
WMA-VI. (WASTE MANAGEMENT AUTHORITY)
WAPA-VI. (WATER & POWER AUTHORITY)
G-05
(BY OTHERS)
PROP. 16" WATERLINE
(SCH 80 PVC)
PROP. 2.5" SERVICE LINE
(SCH 80 PVC)
PROP. 2.5" SERVICE LINE
FOR CONTINUATION
REFER TO IRRIGATION PLANS
FOR CONTINUATION
REFER TO IRRIGATION PLANS
SLEEVE (SCH 80 PVC)
PROP. 2.5" IRRIGATION
SLEEVE (SCH 80 PVC)
PROP. 2.5" IRRIGATION
SLEEVE (SCH 80 PVC)
PROP. 2.5" IRRIGATION
E 1178953.90
N 841645.97
ACOUSTIC ACCESS POINT
E 1179114.25
N 841529.58
ACOUSTIC ACCESS POINT
E 1179310.04
N 841499.07
ACOUSTIC ACCESS POINT
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
ELECTRICAL PULLBOX
COMMUNICATION PULLBOX
COMM
ELEC
20" WATERLINE
COMMUNICATION DUCTS
ELECTRICAL DUCTS
M A T C H L
IN
E S
T A
(S H
E E T O
F
UTILITY PLAN
SHEET 5 OF 6
M A T
C H
L I
A
(S H
E E
T
O F
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:21:02 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTADUW06.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
VETERANS DRIVE
DEBEL T JEN ROAD
S T
E P
S
CONC
ESTIMATED
ESTIMATED
S
SIGN
SIGN
SIGN SIGN
S
A
PIPE
SC
TANK
P
P
P
P
P
P
P
DI
ST MH
STORM PIPE
CB
SPILLWAY ESTIMATED
STORM PIPE
STORM PIPES
CB
HDW ESTIMATED
HDW ESTIMATED
A/C
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
CONC
CONC
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
41.83
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
12.11
7.08
8.13
12.90
8.24
10.93
12.62
9.88
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
Sidewalk
Sidewalk
9.8
9.6
8.6
8.7
10.0
9.7
8.8
8.9
8.6 8.6
9.3
8.8
8.1
8.2
7.6 7.5
8.2
7.5
7.0
7.1
7.2 7.3
7.3
7.0
6.4
6.3
5.7 5.6
6.3
6.2
5.5
5.6 5.3
5.5 5.5
6.0
5.9
6.4 5.8
6.0
6.1
5.7
6.6
6.1
6.2
6.6
5.8
6.5
7.0
7.1 6.76.8
7.1 7.0
7.4
6.7
7.2 7.0
7.6
7.1 7.2
7.2
7.6 7.1
7.3
7.8
8.7
7.4
7.2
7.7
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
8.5
8.1
18.8
9.8
9.6
8.7
10.0
8.9
8.6
6.0
5.7
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
R
C P
24" RCP
R C P
R
C P
R C P
R
C P
257 258 259
W
10 40
Feet
¡ CONST. VETERANS DR.
VETERANS DRIVE
DE BELTJEN ROAD
HARBOR
ST. THOMAS
V
ET
ERA
N S D
RIV
E
UTILITIES (WAPA)
OVERHEAD
STA. 261+61.53
END RECONSTRUCTION
END PROJECT
G-06
(BY OTHERS)
PROP. 16" WATERLINE
(BY OTHERS)
WICO MARINA WATER SERVICE
E 1179502.90
N 841549.86
ACOUSTIC ACCESS POINT
LEGEND
WMA-VI. (WASTE MANAGEMENT AUTHORITY)
WAPA-VI. (WATER & POWER AUTHORITY)
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
ELECTRICAL PULLBOX
COMMUNICATION PULLBOX
COMM
ELEC
20" WATERLINE
COMMUNICATION DUCTS
ELECTRICAL DUCTS
UTILITY PLAN
SHEET 6 OF 6
(S H
E E
M A
T C
H
L I
A
N
PARSONS
MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:21:04 PM T:\Projects\173908_VeteransDr\utils\phase_1\PROFUW01.DGNMiguel
VETERANS DRIVE
DPC-A34(1)ST THOMASRTE 30
O. MIGUEL
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.
M. PAREDES
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
0+00 1+00 2+00 3+00
-4
-4
0+00 1+00
EL. UNKNOWN
EXIST. 24" WM (2)
EL. UNKNOWN
EXIST. 24" RCP
@ 3' DEEP
PROP. 2" PVC
@ 2.5' DEEP
PROP. 3-2" PVC
@ 2.5' DEEP
PROP. 2" PVC
@ 2.5' DEEP
PROP. 3-2" PVC
@ 2.5' DEEP
PROP. 3-2" PVC
EL. UNKNOWN
EXIST. 24" WM
EL. UNKNOWN
EXIST. 24" WM
EL. UNKNOWN
EXIST. 24" WM @ 3' DEEP
PROP. 2" PVC
EL. UNKNOWN
EXIST. 24" WM
@ 3' DEEP
PROP. 2" PVC
EL. UNKNOWN
EXIST. 36" RCP
EL. UNKNOWN
EXIST. 24" WM
EL. UNKNOWN
DUCTBANK
EXIST. ELECTRICAL
EL. UNKNOWN
DUCTBANK
EXIST. ELECTRICAL
EL. UNKNOWN
EXIST. 24" WM
-4
0+00 1+00 2+00 3+00
-4
0+00 1+00
TOP EL. 0.23
STA. 3+72.15
W/20" TAPPING VALVE (TIED TO TEE)
PROP. 20"x24" TAPPING SLEEVE
TOP EL. 0.06
STA. 3+21.86
PROP. 45° HORIZONTAL BEND
TOP EL. 0.06
STA. 0+00.00
(TIED TO TEE)
W/20" GATE VALVE
PROP. 20"x20" TEE
-1 .8
-1 .5
-1 .5
.0
.1
.3
.5
.2 6 4
.6
.8
.4
.0
.0
20" WM
EXIST. GROUND ¡ ALONG
20" WM
EXIST. GROUND ¡ ALONG
SCALE:
1" = 4' VERT.
1" = 40' HORIZ.
20" WM
PROP.
PROP. 20" WM
@ FINAL GRADE
STA. 2+89.00
PROP. AIR RELEASE VALVE
-0 .1
TOP EL. -0.17
STA. 0+16.83
TIED TO TEE
PROP. 20" GATE VALVE
-0 .1
-0 .1
-0 .1
-0 .1
BOT EL. -1.83
STA. 0+56.43
PROP. 45° VERTICAL BEND
BOT EL. -1.84
STA. 0+23.73
PROP. 45° VERTICAL BEND
TOP EL. -0.17
STA. 0+00.00
W/FLUSHING VALVE
PROP. 20" TEMP PLUG
TOP EL. -0.17
STA. 0+20.00
PROP. 20"x20" TEE
BOT EL. -1.61
STA. 3+59.65
PROP. 45° VERTICAL BEND
BOT EL. -3.19
STA. 3+57.26
PROP. 45° VERTICAL BEND
TOP EL. -3.19
STA. 3+21.86
PROP. 45° HORIZONTAL BEND
TOP EL. -3.19
STA. 2+99.00
PROP. 45° VERTICAL BEND
BOT EL. -3.48
STA. 0+53.94
PROP. 45° VERTICAL BEND
BOT EL. -3.19
STA. 0+25.37
PROP. 45° VERTICAL BEND
G-07
C O
V E
R
(M
I N m in m in
C O
V E
R
(M
I N
B2
A B
B1
C D E F
B
TOP EL. -0.17
STA. 2+94.85
ROTATED DOWN 45°
PROP. 20"x20" TEE
TOP EL. 0.00
STA. 0+25.33
W/20" TAPPING VALVE (TIED TO TEE)
PROP. 20"x24" TAPPING SLEEVE
TOP ELEV. -0.17
STA. 0+17.93
PROP. 45° HORIZONTAL BEND
TOP ELEV. -0.17
STA. 0+10.74
PROP. 45° HORIZONTAL BEND
SHEET 1 OF 1
UTILITY PROFILE
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:21:05 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTDTUW01.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
G-08
N.T.S.
1 VERTICAL BENDS
N.T.S.
TEMPORARY CONCRETE THRUST BLOCK
N.T.S.
CONCRETE THRUST BLOCK DETAILS3
PLUGS
BASED ON 150 P.S.I. STATIC PRESSURE PLUS A.W.W.A. WATER HAMMER.
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
.S .F
NOTE
TYPE
26"14" 39"
30"
39"
45"
20"
24"
16"
60"
43"
50"
14"
11"
23"
20"
90 BENDS
SIZE
6"
S O
IL
10"
12"
8"
* 18"
33"
25"
27"
A B
22"
32"
38"
26"
11-1/4 BENDS
22-1/2 &
9"
15"
18"
11"
B
26" 13"22"
27"
33"
24"
39"
45"
30"
17"
20"
14"
45 BENDS
10"
16"
18"
14"
A
6"11"
19"
23"
14"
10"
12"
9"
B A
18"30"24"
20"
24"
28"
33"
40"
28"
*6" OR LESS
42"
49"
33"
10"
12"
16"
14"
TEES
11"
18"
21"
15"
A
13"
22"
26"
17"
B C
54"
61"
74"
88"
24"
32"
47"
40"
D
PIPE
18" MIN.-10" & SMALLER PIPE
24" MIN.-12" & LARGER PIPE
BENDS & TEES
PLAN
BENDS
CL
A
A
CL 1/4" PLYWOOD
9"
A
PLAN
TEES
18" MIN.
C S
Q
D
S
Q
A C
AL
9"
PLUGS
PLAN & ELEVATION
A
SEE DETAIL
LIFT RING
LIFT RING DETAIL
1'-0"
1'-6"
1'-2"
2'-0"
6"
10"
8"
12"
1'-4"
1'-6"
1'-2"
1'-0"
1'-10'
2'-0"
1'-6"
1'-8"
#5 BAR
0'-10"
0'-8"
T R
E N
W
ID
T
Y
P
IC
T E
R
M
IN
E N
D
T
IL
T
PLUG
C
3" 0'-8"
4" 0'-10"
SIZE A
PLAN
B
1/2" STEEL PLATE
1'-3"
1'-4"
C
R P
O R
A T
IO
N
A
2'-0"
S T
O P
18"
6"
SECTION
1/2" STEEL PLATE
PLUG
WATER MAIN
WATER MAIN
EARTH
UNDISTURBED
BASED ON 150 P.S.I. STATIC PRESSURE PLUS A.W.W.A. WATER HAMMER.
TYPE B
ALL JOINTS SHALL BE ENCASED IN CONCRETE AFTER THE CONSTRUCTION
ALL STRAPS, BOLTS AND ANCHORS SHALL BE MADE OF GALVANIZED
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
STEEL AND SHALL CONFORM TO ASTM 123 AND 153
NOTE
A
TYPE SIZE
38"
57"
50"
64"
78"
57"
44"
93"24"
S O
IL
.S .F
16"
20"
12"
14"
6"*
10"
8"
3"
L
ACB
75" 83" 78"
51"
57"
63"
51"
32"
38"
44"
67"
80"
67"
40"
64"
54"
47"
41"
27"
34"
27"
30"
37"
27"
HOT DIPPED GALVANIZED ANCHOR BOLTS
TYPE A
B
78"
54"
64"
41"
47"
30"
37"
27"
PIPE
1.
2.
3.
4.
OF THE THRUST BLOCK.
*6" OR LESS
1SIZE (DIA.)
1" 2'-0"
5/8"
5/8"
7/8"
3/4"
2'-0"
1'-0"
1'-0"
1'-0"
ANCH. BOLT
L
DC
78" 36"
49"
64"
40"
47"
30"
33"
27"
24"
30"
21"
24"
18"
18"
16"
(1) 1/4"x 1 1/8"
(2) 1/2"x 1 3/4"
(2) 3/8"x 1 1/2"
(2) 1/4"x 1 1/4"
(2) 1/2"x 2 1/2"
STRAPS
PLAN
ELEVATI0N
TYPE A
C
ANCHOR BOLTS
A B
DOUBLE NUT (TYP.)
CONC. BLOCK OR BRICK
DIA./4
STAINLESS STEEL STRAP
A/2
D
CONC. BLOCK OR BRICK
C
A
B
ELEVATION
TYPE B
PLAN
NOTE: DETAILS PROVIDED BY VIRGIN ISLANDS WATER AND POWER AUTHORITY
N.T.S.
4 TYPICAL WATER MAIN TRENCH DETAIL - A
AS SPECIFIED
P
. W = OD + 18", MIN. 2'-4"
MAGNETIC LOCATOR TYPE
W
9" MIN
SEE PAVEMENT REPLACEMENT DETAILS.
OD
LAYERS UNDER PAVEMENT
CRUSHER RUN TAMPED IN 6"
C905 PVC PIPE (BLUE COLOR)
PER FP-92 REQUIREMENTS
ITEM 5.
COMPACTED SAND BEDDING
SEE TECHNICAL SPECS, SECT. 01005,
D
2" MIN. GRANULAR MAT'L
3000 PSI CONC.
6X6-W1.4X1.4WWF
1/4"X1" CONST JTS @ 30' FT.
1/2" EXPAN JTS @ 5' FT.
JOINT SPACING
1-1/2 "
4" FOR SIDEWALKS
SUBGRADE
COMPACTED
6" FOR DRIVEWAY
VARIES FOR DRIVEWAY
3'0" TO 5'0" TO MATCH EXISTING
OR FIBERMESH REINFORCEMENT
N.T.S.
5 REPLACEMENT DETAIL
CONCRETE WALK OR DRIVEWAY
NOTE: CONTRACTOR SHALL REPLACE1/4"R.
6"
NEW CURB
3"R.
1"
5"
CONCRETE CURB IN 4 FOOT
* CONTRACTOR SHALL MATCH
EXISTING ELEVATIONS.
MINIMUM SECTIONS.
N.T.S.
10 REPLACEMENT DETAIL
CONCRETE CURB
FOR ASPHALT SECTION
TAMPED IN 6" LAYERS
TO NOT LESS THAN 90%
STANDARD PROCTOR
DENSITY- UPPER 2'
SHALL BE COMPACTED
NEW PIPE.
TO 95%
ASPHALT PAVEMENT AS
SPECIFIED OR MATCH
EXISTING SURFACE
SELECTED BACKFILL
EXIST. ASPHALT
SURFACE
EXIST. BASE
CONCRETE PAVEMENT
6x6- W2.1xW2.1 WWF
AS SPECIFIED
SAW CUT (TYP.)
EXIST. CONCRETE
ABOVE
TRENCH CUT
DETECTION &
IDENTIFICATION TAPE
SURFACE
ORIGINAL
(LOCATION AS INDICATED
IN TYP. TRENCH DETAIL
(TYP.) 36" (Min)
24"
(MIN)
4" (MIN)
FOR CONCRETE SECTION
2" (MIN)
N.T.S.
8 TYPICAL SIDEWALK PATCH
(WATER MAIN)
CONCRETE fc=4000 psig
(6 SACK) CLASS "C"
T
Y P
T
Y P
B E
L L
O .D
P
IP
E
O.D. PIPE
N.T.S.
9 CONCRETE ENCASEMENT DETAIL
AS SPECIFIED
P
. W = OD + 18", MIN. 2'-4"
MAGNETIC LOCATOR TYPE
W
9" MIN
SEE PAVEMENT REPLACEMENT DETAILS.
OD
LAYERS UNDER PAVEMENT
CRUSHER RUN TAMPED IN 6"
C900 PVC PIPE (BLUE COLOR)
PER FP-92 REQUIREMENTS
ITEM 5.
COMPACTED SAND BEDDING
SEE TECHNICAL SPECS, SECT. 01005,
D
N.T.S.
N.T.S.
12" MIN
CLASS "B"
6" MIN
9" MIN, 2'0 MAX
FOR TRENCH
BEDDING AS SPECIFIED
3000 PSI CONC.
6" MIN
A
(STORM OR SANITARY)
SEWER
B
SEWER
1'0 MIN
OF PIPE DIA.
CLR BTWN PIPES
LIMITED BY VERT
9" MIN, 2'0 MAX
OD
WATER
B
W A
T E
R
SEWER
A
WATER
SEWER UNDERCROSSING
CENTERED ACROSS
WATERLINE SHALL BE
A FULL LENGTH OF
ROOTED OVER SEWER.
WATER MAIN CANNOT BE
USED WHERE ONLY WHERE
NOTE:
SADDLE
10 LINEAL FT. EACH SIDE.
CONCRETE ENCASEMENT
CONCRETE SADDLE DETAIL
BOTTOM OF WATER MAIN.
BETWEEN SLEEVE AND
W/2" LAYER OF SAND
D.I. SLEEVE, CONTINUOUS
22 1/2" BEND, TYP.
MIN.
3'-0"
MIN.
MAINTAIN 18-INCH
6", MIN.
SEPARATION
CULVERT
3'-0"
WATER MAIN
24" (MIN)
PIPE COVER NOT AVAILABLE.
USED WHERE ONLY MIN. 12"
NOTE:
FINISHED GRADE z
N.T.S.
7 CULVERT UNDERCROSSING FOR WATER MAIN DETAIL
TYPICAL WATER MAIN TRENCH DETAIL - A
9" 3000 PSI CONC.
UNDISTURBED
SAWCUT PAVEMENT
EXIST. CONCRETE
6X6-W4.0XW4.0 WWF
EARTH
BACKFILL UNDER PAVEMENT
CRUSHED STONE
12"12"
TRENCH WIDTH
MIN
VARIABLE
MIN
SAWCUT PAVEMENT
BOLTS @ 30" O.C.
EXIST. CONCRETE
3/4" DIA HOOK
N.T.S.
(IN ACCORDANCE WITH FP-92 REQUIREMENTS)
N.T.S.
12 PAVEMENT REPLACEMENT - CONCRETE ROADWAY DETAIL
UTILITY DETAILS
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:21:07 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTDTUW02.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
G-09
3'
NOTES:
1. IF PIPE REQUIRES LOWERING,
USE FITTINGS OR PIPE DEFLECTION
PER MANUFACTURE'S SPECIFICATIONS.
2. ALL FITTINGS WITH RESTRAIN GLANDS, SEE ALSO 'VERTICAL BENDS'
MAINTAIN 18-INCH SEPARATION
22 1/2" BEND, TYP.
SEWER or STORM DRAIN
WATER MAIN
FINISHED GRADE z
PIPE SPACERS
D.I. OR PVC SLEEVE
NOTE: DETAILS PROVIDED BY VIRGIN ISLANDS WATER AND POWER AUTHORITY
PAY ITEMS #3a, #3b OR #3c.
3/4" SCH 80 PVC
WATER MAIN
#3c INCLUDES CONNECTION
TO EXISTING LINE
CURB STOP W/2-1/2" C.I.
FORD METER BOX,
NOTE: 1. FOR 2" SERVICE LINES, END LINE AT 2" CURB STOP WITH 5 1/2" VALVE RISER
BE PACK-JOINT TYPE.
ALL CURB AND CORP. STOPS TONOTE:
CORP. STOP FORD FB-1002,
1" (TYP.) SCH 80 PVC
OR APPROVED EQUAL
SERVICE LINE
PAY ITEM #3e
2. ALSO REFER TO SERVICE CONNECTION DETAIL TYPE 'A'
A
ROAD
TO CURB STOP
SCHEDULE 80 PVC PIPE
w/ SOLVENT CEMENT JOINTS AND
PACK JOINTS TO APPURTENANCES
18" (MIN)
USE PIPE SADDLES FOR
CORP. STOP
(FORD FB-1002, OR APPROVED EQUAL)
TAP
PROFILE
PIPE MAIN
USE SADDLES FOR ALL
PLASTIC PIPES.
IRON PIPES 4" AND SMALLER.
FOR PIPES LARGER THAN 4",
USE DIRECT TAPS OR SADDLES.
N.T.S.
4 TO DISTRIBUTION MAIN
TYPICAL SERVICE TAP CONNECTION
N.T.S.
3 SERVICE CONNECTION - TYPICAL
N.T.S.
2 SEWER OR STORM DRAIN UNDERCROSSING DETAIL
INSTALL NEW CORP. AND CURB STOPS ON NEW SERVICE LINE. UP TO THREE (3) RESIDENTIAL METERS
MAY BE INSTALLED ON ONE 1" LINE UNLESS NOTED OTHERWISE ON PLANS. FOR MORE THAN THREE
METERS, SEE MULTIPLE SERVICE DETAIL THIS SHEET.
SEE NOTE "A"
CUSTOMER CHECK VALVE
OR BRASS BALL VALVE RECOMMENDED
CUSTOMER BALL TYPE SHUTOFF
THIS SHEET
LINE.
NOTE "A"
THE PROPERTY LINE.
NEW CORP. STOP
N
T
I N
NEW 1" SC.
EOR
BOX.
M
M
EOR
NEW CURB STOP
THE CONTRACTOR SHALL MAKE CONNECTION TO CUSTOMER
ENGINEER FOR RESOLUTION.
THE ABOVE CRITERIA SHALL BE REFERRED TO THE
THOSE SERVICE CONNECTIONS THAT DO NOT FALL WITHIN
THE CUSTOMER VALVE SHALL BE WITHIN 12", AND INSIDE
THE CUSTOMER LINE SHALL BE 10" MINIMUM BELOW GRADE.
CONTRACTOR SHALL INSTALL SCH 80 PVC TO CUSTOMER
LINES THAT ARE NOT SCH 80 PVC WITHIN 5' OF THE METER
INSTALL 12" LONG SCH 80 PVC BEYOND METER BOX AND CAP
WHERE CUSTOMER LINE DOES NOT EXIST, CONTRACTOR SHALL
END AND MARK LOCATION OF CAP WITH APPROVED MARKER.
N.T.S.
9 TYPE A - NEW SERVICE
SERVICE CONNECTION DETAIL
N.T.S.
ON
OFF
AIR RELEASE VALVE8
BRASS CAP
BRASS HANDEL
1-1/4" BRASS PIPE
12" MIN. DIAMETER
DUCTILE IRON STANDPIPE
WHEN HANDLE IS DOWN
SO VALVE IS IN OFF POSITION
BALL VALVE MUST BE SET
WITH PITOMETER HANDLE
FORD BALL VALVE 1-1/4" B 11455
MASONRY BLOCK FOUNDATION
STOP MUST BE LEFT ON
1" FORD F800 CORPORATION
WATER MAIN
COVER
GATE VALVE FRAME AND
STANDARD 16" x 18"
6"
6"
ON CONCRETE FOUNDATION
SET CAST IRON FRAME
1/4"
BOX COVER
TO BE MARKED
"WATER"
2" BRASS CAP 1"
BELOW BOX COVER
2" BRASS PIPE
MPT BOTH ENDS
REST ON PIPE
VALVE BOX, DO NOT
1'-6" SQ. x 6" THICK
CONCRETE PAD W/
2.1x2.1 WWF.
6" COMPACTED GRAVEL
PVC MAIN W/ #" x 2" SADDLE
NO PENETRATION
TO BE MARKED
BOX COVER
"WATER"
1'-6" SQ. x 6" THICK
CONCRETE PAD W/
FIBERMESH REINFORCEMENT
CRADLE
CONCRETE SUPPORT
D
RESPECTIVE
VALVE
DESIGNED FOR
VALVE BOX
USE WITH
6" COMPACTED GRAVEL
W
W
(IN)(IN)
D
S
T E
1/4"
6" MIN
VALVE BOX
NOTE
UNDISTURBED
EARTH
DEPTH TO VALVE NUT NOT TO BE
MORE THAN 3' OTHERWISE CONTRACTOR
SHALL PROVIDE A STEM RISER.
3000 PSI CONCRETE
N.T.S.
WATER VALVE DETAILS5
N.T.S.
7 ACOUSTIC ACCESS POINT DETAIL
12" MAX.
6" COMPACTED FILL
3/4" SCH 80 PVC
GRADE OFFSET (TYP.)
4" TO
2" IN PAVED WALKWAYS
4" TO 1" IN UNPAVED AREAS
CAST IRON VALVE BOX AS
MANUFACTURED BY FORD
METERBOX YLHC-171-243-TP-NL
12" TYP.
6" COMPACTED GRAVEL
6" COMPACTED GRAVEL
C.I. 2.5" VALVE RISER BOX
(18" SQ.x 4" THICK CONCRETE PAD
AROUND COLLAR.)
CURB STOP
LOCATION
TO SERVICE 4" INCH THICK CONCRETE
METER BOX
BY WAPA
TO BE PROVIDED
" WATER METER 4
PLAN
METER BOX VALVE BOX TO BE
SUPPLIED BY CONTRACTOR
BALL VALVE TO BE
SUPPLIED BY CONTRACTOR
CHECK VALVE TO BE
SUPPLIED BY CONTRACTOR
MAX.
12"
MAX.
12"
12"
CUSTOMER VALVE INSTALLATION DETAIL
(FOR OPTIONAL ITEM) N.T.S.
N.T.S.
6"
6"
6"6"
COLLAR
CONCRETE
6" MIN.
N.T.S.
1 WATER METER DETAIL
(FORD LA77-44 AWT)
BRASS 45 DEGREE BEND
MODEL NO. YLHC-171-243-TP-NL
2-PIECE SLIDING TYPE ADJUSTABLE
VALVE BOX (FIG. 4908)
BOX 2-PIECE SLIDING TYPE ADJUSTABLE VALVE BOX (FIG. 4908)
AMERICAN AVK RESILIENT SEATED
GATE VALVE 55/MMN MJxMJ (20")
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:21:08 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTDTUW03.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
N.T.S.
OR EXISTING GROUND
TOP OF PAVEMENT
VARIES
SECTIONS
SEE DUCTBANK
DUCTBANK TRENCH DETAIL (TYP.)
PER DUCTBANK
WARNING TAPE
COMPACTED LAYER
BACKFILL IN 8"
COMPACTED GRANULAR
MIN. COMPACTION
BASE #4 - 95%
6" MIN. AGGREGATED
N.T.S.
6"2" 2" 6" 2"
(RED DYED)
ENCASEMENT
CONCRETE
1'-6"
PVC CONDUIT
6-6" ELECTRICAL
N.T.S.
PVC CONDUIT
2-6" ELECTRICAL
4"
8"
6"2"
10"
2'-6"
2"2"2"
PVC CONDUIT
2-4" COMMUNICATION
DUCTBANK SECTION A
1'-0"
(RED DYED) (TYP.)
CONCRETE ENCASEMENT
(RED DYED) (TYP.)
CONCRETE ENCASEMENT
9'-0"8" 8"
CABLE RACKS
ROOF 30" DIA.
OPENING IN
A
A
A
A
ROOF REMOVED
TYPICAL MANHOLE SECTION A-A
TYPICAL MANHOLE
CABLE RACKS
SUMP
12" X 12" X 4"
GROUND ROD
3/4' DIA. X 10'-0"
PVC WATER STOP
RIGID PVC CONDUIT
W/ BELL END
P U
L L I N
G
I R
O N
P U
L L I N
G
I R
O N
S T
A I N
L E
S S
S
T E
A L
1/2" STEEL
1 DUCTBANKS DETAILS
ELECTRICAL MANHOLE DETAILS2
(AS PER WAPA STANDARD SD-A-7353)
(AS PER WAPA STANDARD SD-A-7352)
MANHOLE COVER AND FRAME
G-10
NOTES:
N.T.S.
PVC CONDUIT
2-6" ELECTRICAL
7" 10"
6"
7"
2'-0"
2" 2"
DUCTBANK SECTION C
(RED DYED)
ENCASEMENT
CONCRETE
DUCTBANK SECTION B
4.
3.
2.
1.
MANHOLE COVER SHALL READ "WAPA ELECTRICAL"
ENGINEER FOR APPROVAL.
WITH SIGNED & SEALED STRUCTURAL CALCULATIONS TO THE
CONTRACTOR SHALL SUBMIT MANHOLE SHOP DRAWINGS
DUCTS PLACEMENT OF SPACERS NOT TO EXCEED 4' SPACING.
SPACERS TO BE USED TO ALLOW FOR CONCRETE BETWEEN
CONCRETE PAD, TYPICAL METALLIC RISER,
FRAME H-20, MANHOLE INSTALLATION DETAILS, TRANSFOMER
PULLBOXES/HANDHOLE DETAILS, TYPICAL MANHOLE COVER AND
REFER TO VI WATER AND POWER STANDARDS FOR ELECTRICAL
10'-4"
COUNTYROAD NO.
RTE 30
O. MIGUEL
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:21:09 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTDTUW04.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
SPARE4"
4"
R I S
E R
P
O L E
U G
U G
U G
U G
U G
U G
UG
WITH PIPE CLAMPS
EVERY 4' UP POLE
BRACKETS FOR CONDUITS
INSTALL STAND OFF
STEEL PIPE
ONE 4" GALVANIZED
CABLE INSTALLATION
FOR REMOVAL DURING
THREADED COUPLING
AT THIS LOCATION
CAP SPARE CONDUIT
PVC TO HERE
2-4" SCH 40
ENCASEMENT
CONCRETE
N.T.S.
N.T.S.
TYPE UM-AB MANHOLE
TYPICAL DETAIL
ROAD SURFACE ASPHALT
1/2" X 10"
GROUND ROD
TOP VIEW
CONDUIT
6'-4"
CONDUIT
6'-4"
IRON
PULLING
IRON
PULLING
N.T.S.
2" CONCRETE
8" SEWER PIPE
12" LENGTH OF
PULLING-IN IRON
TYPICAL DETAIL
15"
3"
CONSTRUCTION NOTES:
USE A 3-3/4" TEST MANDREL.
DUCTS IN MULTIDUCT FORMATIONS AND ALL RISER DUCTS.
MANDREL THROUGH TWO DIAGONALLY OPPOSITE
OF FINAL COVER-SOD OR REPAVING-PULL A TEST
- FOLLOWING BACKFILL BUT PRIOR TO REPLACEMENT
RUBBER TYPE CONDUIT PLUGS.
- SEAL THE ENDS OF ALL CONDUITS USING
MAIN CONDUIT RUNS.
- PROVIDE 2" PREFORMED SPACERS IN ALL
- ENCASE ALL CONDUIT RUNS IN CONCRETE.
PVC ON ALL CONDUIT RUNS.
- USE TYPE B THINWALL SCHEDULE 40
TYPE UM-A MANHOLE CONSTRUCTION SPECIFICATIONS
E
D
C
B
A
N.T.S.
MOUNTING CABLE RACK
TYPICAL DETAIL FOR
N.T.S.
TYPE B FRAME AND COVER
M.H. COVER DETAIL
1 COMMUNICATION MANHOLE DETAIL
COMMUNICATIONS RISER POLE DETAIL
G-11
REFER TO INNOVATIVE CONSTRUCTION STANDARDS FOR MORE DETAILS
3. MANHOLE STRUCTURES TO BE PRE-CAST.
2. MANHOLE STRUCTURES AND COVER TO BE TRAFFIC RATED (H-20 LOADING)
1. MANHOLES TO BE CONSTRUCTED TO REA SPECIFICATIONS
UTILITY DETAILS
8"7'-0"8"
3" 3"
SUMP
8"
8'-4"
3"
3"
" 3
2'-6"
8"7'-0"8"
8'-4"
8"
2'-6"
4"
1/2" X 10"
GROUND ROD
3'-6"3'-6"3'-6"
N.T.S.
COUNTYROAD NO.
RTE 30
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONBYDATE
MODEL NAME =defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:21:10 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTDTUW05.DGNMiguel
Reference
Sheet
Marie-Elsie Dowell, P.E., No. 1235E
ENGINEER OF RECORD
MAY, 2017
J. MITCHELL
S. LAWSON
J. HARTSHORN
G-12
N.T.S.
SINGLE PHASE TRANSFORMER PAD DETAIL
UTILITY DETAILS
"4
12TRANSFORMER"4
" x 10'-0"4
GROUND ROD
" x 10'-0"4
GROUND ROD
" x 10'-0"4
GROUND ROD
SEE NOTE 1
"2 11"4
GROUND RING
TRANSFORMER MANUFACTURER INSTRUCTIONS.
FOR CONDUIT APERTURE DIMENSIONS, FOLLOW THE2.
POURING CONCRETE.
INSTALL CONDUITS AND TERMINATION BELLS BEFORE
DO NOT USE REINFORCEMENT RODS IN THIS AREA.1.
NOTES:
"8 13'-0
"4
12TRANSFORMER"4
"2 11 "4
30" x 10'-0"4
GROUND ROD
" x 10'-0"4
GROUND ROD
" x 10'-0"4
GROUND ROD
#3 BARS @ 6" (EACH WAY)
TOP VIEW
SECTION A-A
SECTION B-B
A A
File details come from the government source that posted it. Updated .