Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 131 thru 139.pdf
PDF 20 MB Posted
- Solicitation number
- 36C25923R0039
About this file
This amendment modifies plans sheets for a road resurfacing and parking project. Amendment 0005 provides revised plans sheets 131 through 139 for the Z2DA-- Resurface Road and Parking Phase 3 solicitation issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19. The opportunity seeks offers to resurface roads and parking areas at a Veterans Affairs facility as outlined in the modified plans. Bids are due by the date specified in the original solicitation. The awarded contract is expected to cover the road and parking work depicted in sheets 131 through 139 as amended.
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(T.B.R.)
-3.25%
-6.00%
-0.50%
GR
AD
E
BR
EA
K
ST
A
+6 9.0
EL
EV
2.0
PVI STA: 53+94.27
PVI ELEV: 3874.96
K: 18.20
LVC: 50.00
BV
CS
: 5 3+
.27
BV
CE
: 3
6.4
EV
CS
: 5 4+
.27
EV
CE
: 3
4.1
PVI STA: 52+95.62
PVI ELEV: 3880.87
K: 13.64
LVC: 75.00
BV
CS
: 5 2+
.12
BV
CE
: 3
1.0
EV
CS
: 5 3+
.12
EV
CE
: 3
8.6
PROPOSED
GRADE
IN
LE
T-
TG
:38
.99
ST
A:
+2
2.7
IN
V.
IN
:38
.44
(S W
IN
V.
O
UT
:38
.44
60' of 12" HDPE Pipe S = 0.010
IN
LE
T
- 6
2A
TG
:38
.05
ST
A:
+1 0.6
IN
V.
O
UT
:38
.56
12' of 12" HDPE Pipe S = 0.010
(T.B.R.)
50+00
.3
51+00
.1
.85
52+00
.3
.35
53+00
.0
.21
54+00
.9
.87
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SITE SERIAL: 2019290075
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Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
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Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
1727717277
PLAN VIEW
SCALE: 1"=30'
ARMY LANE - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3' SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
(T.B.R.)(T.B.R.)
(T.B.R.)
(T.B.R.)
-3.25%
-1.00% 0.50% -0.67% -0.50% 0.73%0.50% -0.71% 0.50%
GR
AD
E
BR
EA
K
ST
A
+4 6.5
EL
EV
1.4
GR
AD
E
BR
EA
K
ST
A
+0 3.7
EL
EV
1.7
GR
AD
E
BR
EA
K
ST
A
+5 3.8
EL
EV
1.4
GR
AD
E
BR
EA
K
ST
A
+5 0.0
EL
EV
1.0
GR
AD
E
BR
EA
K
ST
A
+0 0.0
EL
EV
1.4
GR
AD
E
BR
EA
K
ST
A
+0 0.0
EL
EV
1.6
GR
AD
E
BR
EA
K
ST
A
+6 9.2
EL
EV
1.1
GR
AD
E
BR
EA
K
ST
A
+5 0.0
EL
EV
1.5
PVI STA: 54+82.06
PVI ELEV: 3872.10
K: 22.22
LVC: 50.00
BV
CS
: 5 4+
.06
BV
CE
: 3
2.9
EV
CS
: 5 5+
.06
EV
CE
: 3
1.8
EV
CE
: 3
4.1
PROPOSED
GRADE
(T.B.R.)
IN
LE
T
- 5
1A
TG
:38
.84
ST
A:
+5 6.2
IN
V.
O
UT
:38
.35 IN
LE
T-
TG
:38
.76
ST
A:
+5 0.6
IN
V.
IN
:38
.29 (N
IN
V.
O
UT
:38
.29
(T.B.R.)
IN
LE
T
- 5
TG
:38
.11
ST
A:
+5 3.8
IN
V.
O
UT
:38
.82
IN
LE
T
- 5
TG
:38
.99
ST
A:
+5 3.9
IN
V.
IN
:38
.25 (W
IN
V.
O
UT
:38
.25
30' of 6 INCH HDPE PIPE S=0.008
IN
LE
T
- 6
TG
:38
.21
ST
A:
+4 6.1
IN
V.
O
UT
:38
.00
56' of 12" HDPE S = 0.010
IN
LE
T
- 6
TG
:38
.08
ST
A:
+0 0.3
IN
V.
IN
:38
.44 (N
W
IN
V.
O
UT
:38
.44
ST ST
ST
22' of 12" HDPE S = 0.010
6' of 12" HDPE Pipe S = 0.010
38' of 12" HDPE Pipe S = 0.010
MODIFY EX. INLET
BOX FOR NEW PIPE
NEW INV IN: 3867.90
ADJUST TG TO GRADE
NEW RIM=3870.90
55+00
.9
.94
56+00
.5
.73
57+00
.2
.64
58+00
.3
.30
59+00
.3
.30
60+00
.2
.42
61+00
.4
.18
0'O N
E
IN
C H
T
H
IR
TY
F
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T
0'
0'
0'O N
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IN
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F
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T
0'
0'
0'
0'O N
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F
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0'
CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
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Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
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F
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0'
0'O N
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0'
CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
0'
0'
0'O N
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IN
C H
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W O
-H U
N D
R
ED
F
IF
TY
F
EE
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0' architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
1727717277
PLAN VIEW
SCALE: 1"=30'
ARMY LANE - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3' SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
SHALLOW STEAM LINES ARE PRESENT
ALONG ARMY LANE. THE CONTRACTOR
SHALL COORDINATE WITH THE VA & COR.
USE CAUTION DURING CONSTRUCTION.
62+00
.8
.93
63+00
.6
.69
64+00
.5
.46
65+00
.4
.46
66+00
.2
.38
67+00
.1
.16
67+75.29
.5
.55
2.00%
-1.24%
-1.30%
-1.00%
-1.15%
GR
AD
E
BR
EA
K
ST
A
+9 3.3
EL
EV
6.5
GR
AD
E
BR
EA
K
ST
A
+5 0.0
EL
EV
4.9
GR
AD
E
BR
EA
K
ST
A
+5 0.0
EL
EV
3.8
PROPOSED
GRADE
(T.B.R.)
(T.B.R.)
IN
LE
T-
TG
:38
.50
ST
A:
+4
4.6
IN
V.
IN
:38
.59
(W
IN
V.
O
UT
:38
.59
IN
LE
T-
TG
:38
.47
ST
A:
+4
3.5
IN
V.
IN
:38
.36
(W
IN
V.
O
UT
:38
.36
(T.B.R.)23' of 12 INCH HDPE PIPE S=0.019
(T.B.R.)
IN
LE
T-
TG
:38
.46
ST
A:
+5
0.7
IN
V.
IN
:38
.93
(W
IN
V.
O
UT
:38
.92
ADJUST RIM TO GRADE
NEW RIM=3862.37
'O N
E
IN
C H
T
H
IR
TY
F
EE
T
'O N
E
IN
C H
O
N E-
H U
N D
R
ED
F
EE
T
'O N
E
IN
C H
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W O
-H U
N D
R
ED
F
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
'O N
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C H
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W O
-H U
N D
R
ED
F
IF
TY
F
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T architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
'O N
E
IN
C H
T
H
IR
TY
F
EE
T
'O N
E
IN
C H
O
N E-
H U
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R
ED
F
EE
T
'O N
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IN
C H
T
W O
-H U
N D
R
ED
F
EE
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
'O N
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IN
C H
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W O
-H U
N D
R
ED
F
IF
TY
F
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T architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
1727717277
PLAN VIEW
SCALE: 1"=30'
ARMY LANE - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3' SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
0+00
.1
.14
1+00
.3
.34
2+00
.7
.53
3+00
.7
.73
4+00
.1
.12
4+31.35
.3
0.85%
-0.80%
GR
AD
E
BR
EA
K
ST
A
0+
.00
EL
EV
6.1
GR
AD
E
BR
EA
K
ST
A
4+
.55
EL
EV
4.1
PVI STA: 3+27.83
PVI ELEV: 3893.51
K: 30.21
LVC: 50.00
BV
CS
: 3 +0
2.8
BV
CE
: 3
3.7
EV
CS
: 3 +5
2.8
EV
CE
: 3
3.7
2LOW PT. STA: 3+27.13
LOW PT ELEV: 3893.61
PROPOSED
GRADE
I I
I
E E
E E
I
RELOCATED
ELEC. LINE
RELOCATED
ELEC. LINE
0+00
.0
1+00
.0
.88
2+00
.1
.13
3+00
.9
.93
3+64.28
.4
-1.00%
0.50% -3.69%
-2.20%
-1.37%
GR
AD
E
BR
EA
K
ST
A
1+
.36
EL
EV
9.5
GR
AD
E
BR
EA
K
ST
A
3+
.85
EL
EV
5.8
GR
AD
E
BR
EA
K
ST
A
3+
.41
EL
EV
5.2
PVI STA: 0+72.48
PVI ELEV: 3880.16
K: 9.29
LVC: 25.00
BV
CS
: 0 +5
9.9
BV
CE
: 3
0.6
EV
CS
: 0 +8
4.9
EV
CE
: 3
0.0
PROPOSED
GRADE
IN
LE
T-
TG
:38
.31
ST
A:
3+
.81
IN
V.
O
UT
:38
.31
(T.B.R.)
6' WIDE VALLEY
GUTTER
6' WIDE VALLEY
GUTTER
0'O N
E
IN
C H
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TY
F
EE
T
0'
0'
0'O N
E
IN
C H
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N E-
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N D
R
ED
F
EE
T
0'
0'
0'
0'O N
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IN
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F
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0'
CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
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Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
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0'
0'O N
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
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0'
0'O N
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0' architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
1727717277
PLAN VIEW
SCALE: 1"=30'
BLDG 1 - ACCESS ROAD - PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3' SCALE: 1"=30'
60'30'0'UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
PLAN VIEW
SCALE: 1"=30'
PARKING LOT 12 PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3' SCALE: 1"=30'
60'30'0'
ELECTRICAL LINES ARE PRESENT
NEAR AND WITHIN THE AREA OF
CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE WITH THE VA AND
COR. USE CAUTION DURING
CONSTRUCTION.
1.77% -0.75%
-1.49%
-2.73%
-2.00%
-5.00%
GR
AD
E
BR
EA
K
ST
A
0+
.72
EL
EV
7.1
GR
AD
E
BR
EA
K
ST
A
2+
.98
EL
EV
6.3
GR
AD
E
BR
EA
K
ST
A
4+
.35
EL
EV
4.4
GR
AD
E
BR
EA
K
ST
A
5+
.18
EL
EV
0.4
GR
AD
E
BR
EA
K
ST
A
7+
.57
EL
EV
5.3
PVI STA: 6+43.18
PVI ELEV: 3878.93
K: 10.00
LVC: 30.00
BV
CS
: 6 +2
8.1
BV
CE
: 3
9.2
EV
CS
: 6 +5
8.1
EV
CE
: 3
8.1
K: 19.86
LVC: 50.00
BV
CS
: 0 +3
9.5
BV
CE
: 3
7.6
EV
CS
: 0 +8
9.5
EV
CE
: 3
7.8
7HIGH PT. STA: 0+74.64
HIGH PT ELEV: 3887.93
PROPOSED
GRADE IN
LE
T-
TG
:38
.74
ST
A:
IN
V.
O
UT
:38
.23
(T.B.R.)
ADJUST RIM TO GRADE
NEW RIM=3875.63
GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
6' WIDE VALLEY
GUTTER
ADJUST RIM TO GRADE
NEW RIM=3882.91
0+00
.3
1+00
.8
.79
2+00
.9
.04
3+00
.1
.26
4+00
.8
.77
5+00
.5
.29
6+00
.9
.79
7+00
.1
.08
7+32.58
.4
'O N
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
'O N
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-H U
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F
IF
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F
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T architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
'O N
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
'O N
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IN
C H
T
W O
-H U
N D
R
ED
F
IF
TY
F
EE
T architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
1727717277
PLAN VIEW
SCALE: 1"=30'
PARKING LOT 4 - PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3' SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD SCALE: 1"=30'
60'30'0'
IN
LE
T
- 6
2A
TG
:38
.1
ST
A:
0+
.98
IN
V.
O
UT
:38
.56
12' of
12" HDPE PIPE
S=0.010
IN
LE
T-
TG
:38
.0
ST
A:
0+
.55
IN
V.
IN
:38
.44 (S
W
IN
V.
O
UT
:38
.44
60' of 12" HDPE PIPE S=0.010
EN
DW
AL
L -
ST
A:
0+
.52
IN
V.
:38
.84
PROPOSED
GRADE
ARMY
LANE
ADJUST AS
NECESSARY TO
PROVIDE COVER
(COORDINATE W/ COR)
10+00 11+00 12+00
.8
12+56.65
.6
IN
LE
T-
B
TG
:38
.9
ST
A:
+0 6.6
IN
V.
O
UT
:38
.43
20' of
12" HDPE PIPE
S=0.010
IN
LE
T-
C
TG
:38
.0
ST
A:
+2 6.7
IN
V.
IN
:38
.23 (S
IN
V.
O
UT
:38
.23
223' of 12" HDPE PIPE S=0.010
EN
DW
AL
L -
ST
A:
+4 9.7
IN
V.
:38
.00
NAVY
LANE
PROPOSED
GRADE
ADJUST AS
NECESSARY TO
PROVIDE COVER
(COORDINATE W/ COR)
21+00 22+00
.4
IN
LE
T-
TG
:38
.5
ST
A:
+0
4.6
IN
V.
O
UT
:38
.91
60' of 12" HDPE PIPE S=0.020
IN
LE
T
A
TG
:38
.8
ST
A:
+6 4.6
IN
V.
IN
:38
.71 (W
IN
V.
O
UT
:38
.71
160' of 12" HDPE PIPE S=0.020
EN
DW
AL
L -
A
ST
A:
+2
5.0
IN
V.
:38
.50
AIR FORCE LANE
PROPOSED
GRADE
IN
LE
T-
TG
:38
.3
ST
A:
+0
5.5
IN
V.
O
UT
:38
.31
49' of 12" HDPE PIPE S=0.107
PROPOSED
GRADE
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
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1727717277
PLAN VIEW
SCALE: 1"=30'
INLET - 62A TO ENDWALL PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM LOCATION
AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
PLAN VIEW
SCALE: 1"=30'
INLET - 62B TO ENDWALL PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM LOCATION
AND DEPTH IN FIELD
SCALE: 1"=3'
6'3'0'
INLET - 42 TO ENDWALL PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM LOCATION
AND DEPTH IN FIELD
SCALE: 1"=3'
6'3'0'
PLAN VIEW
SCALE: 1"=30'
PLAN VIEW
SCALE: 1"=30'
INLET - 27 TO DMH-28 PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
UTILITIES SHOWN ARE
APPROXIMATE
CONTRACTOR SHALL
CONFIRM LOCATION
AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
CONTRACTOR TO FIELD VERIFY DEPTH &
LOCATION OF STEAM LINE PRIOR TO
ORDERING AND INSTALLING STORM
STRUCTURES & PIPES. IF IN CONFLICT
COORDINATE W/ COR TO PROVIDE PROPER
COVER AND SEPARATION.
COMPACTED EARTH 8" CRUSHED AGGREGATE BASE COURSE (GRADING W)
DESIGN DEPTH OR MATCH EXISTING DEPTH
WHICHEVER IS GREATER (PER WYDOT SPECIFICATIONS)
PROFILE
GRADE LINE
MEET
EXISTING
MEET
EXISTING
VARIES
(REFER TO PLANS)
3:1 (MAX)
3:1 (MAX)
10.25'-12' TRAVEL LANE
[3.12m-3.65m]
10.25'-12' TRAVEL LANE
[3.12m-3.65m]
CONCRETE PAVEMENT
8" DEPTH OR MATCH EXISTING
WHICHEVER IS GREATER
VARIES
SEE NOTE
COMPACTED EARTH
(SUBGRADE)
SUPERELEVATION AWAY
FROM RESIDENTIAL
BUILDINGS, PROVIDE
POSITIVE DRAINAGE AWAY
FROM BUILDINGS AND STAIRS
VARIES
(REFER TO PLANS)
HOT PLANT MIX ASPHALT
CRUSHED AGGREGATE BASE COURSE (GRADING W) DESIGN DEPTH
OR MATCH EXISTING DEPTH TO MEET FINISHED GRADE
(PER WYDOT SPECIFICATIONS)
(MATCH EXISTING)
MATCH EXISTING GRADE
GEOTEXTILE SEPARATION FABRIC
(MIRAFI HP270 OR APPROVED EQUAL)
PROFILE
GRADE LINE
MEET
EXISTING
MEET
EXISTING
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
HOT PLANT MIX ASPHALT
CRUSHED AGGREGATE BASE COURSE (GRADING W) DESIGN DEPTH
OR MATCH EXISTING DEPTH TO MEET FINISHED GRADE
(PER WYDOT SPECIFICATIONS)
GEOTEXTILE SEPARATION FABRIC
(MIRAFI HP270 OR APPROVED EQUAL)COMPACTED EARTH
(SUBGRADE)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
CONCRETE CURB
AND GUTTER
(TYP)
(MATCH
EXISTING)
VARIES
SEE NOTE
VARIES
SEE NOTE
VARIES
SEE NOTE
PROVIDE POSITIVE DRAINAGE
AWAY FROM BUILDINGS AND
STAIRS
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0' architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
17277
FORT ROAD
N.T.S.
QUARTERS ROAD
N.T.S.
AIR FORCE LANE
N.T.S.
PAVEMENT NOTES:
1. MEDIUM DUTY ASPHALT PAVEMENT (STA 180+00 TO 200+85)
2. LANE WIDTH VARIES TO MATCH EXISTING FEATURES
3. REFER TO PLANS FOR LOCATION OF PROPOSED CURB
GRADE NOTES:
1. CROWN (STA 181+05 TO 186+25)
(STA 197+78 TO 200+46)
2. SUPERELEVATION (STA 186+76 TO 197+25)
3. TRANSITION (STA 186+25 TO 186+76)
(STA 197+25 TO 197+78)
(STA 180+00 TO 181+05)
(STA 200+46 TO 200+85)
PAVEMENT NOTES:
1. HEAVY DUTY ASPHALT PAVEMENT (STA 70+00 TO 74+09)
(STA 80+00 TO 89+02)
2. LANE WIDTH MAY VARY TO MATCH EXISTING FEATURES
3. REFER TO PLANS FOR LOCATION OF PROPOSED CURB
GRADE NOTES:
1. CROWN (STA 70+20 TO 74+09)
(STA 80+40 TO 81+32)
(STA 87+07 TO 88+10)
2. SUPERELEVATION (STA 83+17 TO 86+91)
3. TRANSITION (STA 70+00 TO 70+20)
(STA 80+00 TO 80+40)
(STA 81+32 TO 83+17)
(STA 86+91 TO 87+07)
(STA 88+10 TO 89+02)
MEDIUM DUTY PAVEMENT
• • 4" HOT MIX ASPHALT
• • 6" CRUSHED AGGREGATE BASE COURSE
PORTLAND CEMENT CONCRETE PAVEMENT
• • 8" CLASS A CONCRETE
• • 6" CRUSHED AGGREGATE BASE COURSE
HEAVY DUTY PAVEMENT
• • 5" HOT MIX ASPHALT
• • 8" CRUSHED AGGREGATE BASE COURSE
STANDARD SLOPE OF ROADWAY IS 2% WHEN CROWNED AND VARIES WHEN
SUPERELEVATED. SLOPE OF ROAD, INCLUDING CROWNS, SUPERELEVATION AND
TRANSITION AREAS MAY VARY TO MATCH EXISTING ELEVATIONS AS NEEDED, SUCH AS
EXISTING CURB OR EDGE OF PAVEMENT. (REFER TO GRADING & SPOT GRADE PLANS
FOR FURTHER DETAIL)
SLOPE OF ROAD SHALL MATCH EXISTING ELEVATIONS (REFER TO GRADING & SPOT
GRADE PLANS FOR FURTHER DETAIL)
STANDARD SLOPE OF ROADWAY IS 2% WHEN CROWNED AND VARIES WHEN
SUPERELEVATED. SLOPE OF ROAD, INCLUDING CROWNS, SUPERELEVATION AND
TRANSITION AREAS MAY VARY TO MATCH EXISTING ELEVATIONS AS NEEDED, SUCH AS
EXISTING CURB OR EDGE OF PAVEMENT. (REFER TO GRADING & SPOT GRADE PLANS
FOR FURTHER DETAIL)
PROFILE
GRADE LINE
MEET
EXISTING
11.5'-12' TRAVEL LANE
[3.50m-3.65m]
MEET
EXISTING
11.5'-12' TRAVEL LANE
[3.50m-3.65m]
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
HOT PLANT MIX ASPHALT
CRUSHED AGGREGATE BASE COURSE (GRADING W) DESIGN DEPTH
OR MATCH EXISTING DEPTH TO MEET FINISHED GRADE
(PER WYDOT SPECIFICATIONS)
GEOTEXTILE SEPARATION FABRIC
(MIRAFI HP270 OR APPROVED EQUAL)COMPACTED EARTH
(SUBGRADE)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
PROFILE
GRADE LINE
MEET
EXISTING
11'-12' TRAVEL LANE
[3.35m-3.65m]
MEET
EXISTING
11'-12' TRAVEL LANE
[3.35m-3.65m]
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
HOT PLANT MIX ASPHALT
CRUSHED AGGREGATE BASE COURSE (GRADING W) DESIGN DEPTH
OR MATCH EXISTING DEPTH TO MEET FINISHED GRADE
(PER WYDOT SPECIFICATIONS)
GEOTEXTILE SEPARATION FABRIC
(MIRAFI HP270 OR APPROVED EQUAL)COMPACTED EARTH
(SUBGRADE)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
PROFILE
GRADE LINE
MEET
EXISTING
11.5'-12' TRAVEL LANE
[3.50m-3.65m]
MEET
EXISTING
11.5'-12' TRAVEL LANE
[3.50m-3.65m]
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
HOT PLANT MIX ASPHALT
CRUSHED AGGREGATE BASE COURSE (GRADING W) DESIGN DEPTH
OR MATCH EXISTING DEPTH TO MEET FINISHED GRADE
(PER WYDOT SPECIFICATIONS)
GEOTEXTILE SEPARATION FABRIC
(MIRAFI HP270 OR APPROVED EQUAL)COMPACTED EARTH
(SUBGRADE)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
VARIES
SEE NOTE
VARIES
SEE NOTE
VARIES
SEE NOTE
VARIES
SEE NOTE
VARIES
SEE NOTE
VARIES
SEE NOTE
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17277
MARINE CORPS LANE
N.T.S.
COAST GUARD LANE
N.T.S.
FREEDOM LANE
N.T.S.
PAVEMENT NOTES:
1. PORTLAND CEMENT CONCRETE PAVEMENT (STA 1+00 TO 1+34, EXISTING TO
REMAIN)
2. PORTLAND CEMENT CONCRETE PAVEMENT (STA 1+34 TO 2+18)
3. HEAVY DUTY ASPHALT PAVEMENT (STA 2+18 TO 8+50)
4. MEDIUM DUTY ASPHALT PAVEMENT (STA 8+50 TO 43+08)
5. LANE WIDTH MAY VARY TO MATCH EXISTING FEATURES
6. REFER TO PLANS FOR LOCATION OF PROPOSED CURB
GRADE NOTES:
1. CROWN (STA 1+40 TO 21+11)
(STA 23+90 TO 43+08)
2. SUPERELEVATION (STA 21+60 TO 23+07)
3. TRANSITION (STA 21+11 TO 21+60)
(STA 23+07 TO 23+90)
PAVEMENT NOTES:
1. HEAVY DUTY ASPHALT PAVEMENT (STA 9+45 TO 20+68)
2. MEDIUM DUTY ASPHALT PAVEMENT (STA 20+68 TO 24+35)
(STA 7+13 TO 9+45)
3. LANE WIDTH MAY VARY TO MATCH EXISTING FEATURES
4. REFER TO PLANS FOR LOCATION OF PROPOSED CURB
GRADE NOTES:
1. CROWN (STA 7+13 TO 9+54)
(STA 13+07 TO 16+01)
(STA 18+15 TO 22+41)
2. SUPERELEVATION (STA 10+34 TO 12+57)
(STA 16+26 TO 17+50)
(STA 22+71 TO 24+18)
3. TRANSITION (STA 9+54 TO 10+34)
(STA 12+57 TO 13+07)
(STA 16+01 TO 16+26)
(STA 17+50 TO 18+15)
(STA 22+41 TO 22+71)
(STA 24+19 TO 24+35)
PAVEMENT NOTES:
1. HEAVY DUTY ASPHALT PAVEMENT (STA 110+00 TO 116+79)
2. PORTLAND CEMENT CONCRETE PAVEMENT (STA 116+79 TO 119+73)
3. MEDIUM DUTY ASPHALT PAVEMENT (STA 119+73 TO 126+63)
4. LANE WIDTH MAY VARY TO MATCH EXISTING FEATURES
5. REFER TO PLANS FOR LOCATION OF PROPOSED CURB
GRADE NOTES:
1. CROWN (STA 111+06 TO 125+80)
2. TRANSITION (STA 110+00 TO 111+06)
(STA 125+80 TO 126+63)
MEDIUM DUTY PAVEMENT
• • 4" HOT MIX ASPHALT
• • 6" CRUSHED AGGREGATE BASE COURSE
HEAVY DUTY PAVEMENT
• • 5" HOT MIX ASPHALT
• • 8" CRUSHED AGGREGATE BASE COURSE
MEDIUM DUTY PAVEMENT
• • 4" HOT MIX ASPHALT
• • 6" CRUSHED AGGREGATE BASE COURSE
HEAVY DUTY PAVEMENT
• • 5" HOT MIX ASPHALT
• • 8" CRUSHED AGGREGATE BASE COURSE
PORTLAND CEMENT CONCRETE PAVEMENT
• • 8" CLASS A CONCRETE
• • 6" CRUSHED AGGREGATE BASE COURSE
MEDIUM DUTY PAVEMENT
• • 4" HOT MIX ASPHALT
• • 6" CRUSHED AGGREGATE BASE COURSE
HEAVY DUTY PAVEMENT
• • 5" HOT MIX ASPHALT
• • 8" CRUSHED AGGREGATE BASE COURSE
PORTLAND CEMENT CONCRETE PAVEMENT
• • 8" CLASS A CONCRETE
• • 6" CRUSHED AGGREGATE BASE COURSE
STANDARD SLOPE OF ROADWAY IS 2% WHEN CROWNED AND VARIES WHEN
SUPERELEVATED. SLOPE OF ROAD, INCLUDING CROWNS, SUPERELEVATION AND
TRANSITION AREAS MAY VARY TO MATCH EXISTING ELEVATIONS AS NEEDED, SUCH AS
EXISTING CURB OR EDGE OF PAVEMENT. (REFER TO GRADING & SPOT GRADE PLANS
FOR FURTHER DETAIL)
STANDARD SLOPE OF ROADWAY IS 2% WHEN CROWNED AND VARIES WHEN
SUPERELEVATED. SLOPE OF ROAD, INCLUDING CROWNS, SUPERELEVATION AND
TRANSITION AREAS MAY VARY TO MATCH EXISTING ELEVATIONS AS NEEDED, SUCH AS
EXISTING CURB OR EDGE OF PAVEMENT. (REFER TO GRADING & SPOT GRADE PLANS
FOR FURTHER DETAIL)
STANDARD SLOPE OF ROADWAY IS 2% WHEN CROWNED AND VARIES WHEN
SUPERELEVATED. SLOPE OF ROAD, INCLUDING CROWNS, SUPERELEVATION AND
TRANSITION AREAS MAY VARY TO MATCH EXISTING ELEVATIONS AS NEEDED, SUCH AS
PROFILE
GRADE LINE
MEET
EXISTING
MEET
EXISTING
12'-17.5' TRAVEL LANE
[3.65m-5.33m]
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
12'-17.5' TRAVEL LANE
[3.65m-5.33m]
COMPACTED EARTH
(SUBGRADE)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
CRUSHED AGGREGATE BASE COURSE (GRADING W) DESIGN DEPTH
OR MATCH EXISTING DEPTH TO MEET FINISHED GRADE
(PER WYDOT SPECIFICATIONS)
GEOTEXTILE SEPARATION FABRIC
(MIRAFI HP270 OR APPROVED EQUAL)
HOT PLANT MIX ASPHALT
PROFILE
GRADE LINE
MEET
EXISTING
MEET
EXISTING
7.5'-10.5' TRAVEL LANE
[2.28m-3.20m]
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
7.5'-10.5' TRAVEL LANE
[2.28m-3.20m]
COMPACTED EARTH
(SUBGRADE)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
TYPE C CONCRETE
CURB AND GUTTER
(TYP.)
(PER WYDOT
STANDARDS)
CRUSHED AGGREGATE BASE COURSE (GRADING W) DESIGN DEPTH
OR MATCH EXISTING DEPTH TO MEET FINISHED GRADE
(PER WYDOT SPECIFICATIONS)
GEOTEXTILE SEPARATION FABRIC
(MIRAFI HP270 OR APPROVED EQUAL)
HOT PLANT MIX ASPHALT
VARIES
SEE NOTE
VARIES
SEE NOTE
VARIES
SEE NOTE
VARIES
SEE NOTE
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17277
NAVY LANE
N.T.S.
ARMY LANE
N.T.S.
PAVEMENT NOTES:
1. MEDIUM DUTY PAVEMENT (STA 100+40 TO 106+00)
2. HEAVY DUTY PAVEMENT (STA 90+17 TO 95+80)
(STA 106+00 TO 106+39)
(STA 100+00 TO 100+40)
(STA 0+00 TO 2+28)
3. FROM STA 100+40 TO 103+81 INSTALL CONCRETE VALLEY GUTTER AND PARKING
AS SHOWN ON PLANS INSTEAD OF CURB & GUTTER.
4. REFER TO PLANS FOR LOCATION OF PROPOSED CURB
PAVEMENT NOTES:
1. PORTLAND CEMENT CONCRETE PAVEMENT (STA 50+69 TO 51+29)
2. HEAVY DUTY ASPHALT PAVEMENT (STA 51+29 TO 67+75)
3. PORTLAND CEMENT CONCRETE PAVEMENT (STA 50+00 TO 50+69, EXISTING TO
REMAIN)
4. LANE WIDTH MAY VARY TO MATCH EXISTING FEATURES
5. REFER TO PLANS FOR LOCATION OF PROPOSED CURB
HEAVY DUTY PAVEMENT
• • 5" HOT MIX ASPHALT
• • 8" CRUSHED AGGREGATE BASE COURSE
PORTLAND CEMENT CONCRETE PAVEMENT
• • 8" CLASS A CONCRETE
• • 6" CRUSHED AGGREGATE BASE COURSE
MEDIUM DUTY PAVEMENT
• • 4" HOT MIX ASPHALT
• • 6" CRUSHED AGGREGATE BASE COURSE
HEAVY DUTY PAVEMENT
• • 5" HOT MIX ASPHALT
• • 8" CRUSHED AGGREGATE BASE COURSE
GRADE NOTES:
1. CROWN (STA 50+69 TO 59+85)
(STA 61+48 TO 65+91)
2. SUPERELEVATION (STA 60+00 TO 61+37)
(STA 66+00 TO 67+36)
3. TRANSITION (STA 59+85 TO 60+00)
(STA 61+37 TO 61+48)
(STA 65+91 TO 66+00)
(STA 67+36 TO 67+75)
GRADE NOTES:
1. CROWN (STA 100+00 TO 106+00)
(STA 90+17 TO 95+80)
(STA 0+00 TO 0+14)
2. TRANSITION (STA 106+00 TO 106+40)
(STA 2+14 TO 2+28)
3. SUPERELEVATION (STA 0+14 TO 2+14)
STANDARD SLOPE OF ROADWAY IS 2% WHEN CROWNED AND VARIES WHEN
SUPERELEVATED. SLOPE OF ROAD, INCLUDING CROWNS, SUPERELEVATION AND
TRANSITION AREAS MAY VARY TO MATCH EXISTING ELEVATIONS AS NEEDED, SUCH AS
EXISTING CURB OR EDGE OF PAVEMENT. (REFER TO GRADING & SPOT GRADE PLANS
FOR FURTHER DETAIL)
STANDARD SLOPE OF ROADWAY IS 2% WHEN CROWNED AND VARIES WHEN
SUPERELEVATED. SLOPE OF ROAD, INCLUDING CROWNS, SUPERELEVATION AND
TRANSITION AREAS MAY VARY TO MATCH EXISTING ELEVATIONS AS NEEDED, SUCH AS
File details come from the government source that posted it. Updated .