Plan Set 3 - FINAL WSLP ACCESS ROAD PLAN SET 5-18-2021.pdf
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- Attached to
- Multiple WSLP Access Roads Federal contract opportunity
- Solicitation number
- W912P821B0047
About this file
This document provides details on a federal contract opportunity for multiple access roads work. The United States Army Corps of Engineers (USACE) New Orleans District is seeking bids to clear, grade and construct seven aggregate roads and associated culverts and asphalt paving. The magnitude of work is estimated between $10 and $25 million. Bids are due by 1:00 p.m. CST on July 6, 2021 and will be conducted virtually. An invitation for bid is expected to be published in June 2021. Interested parties should monitor the Federal Business Opportunities website for additional details and requirements. The selected contractor will be required to provide bid, payment and performance bonds.
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0+25
50 40 30 20 10 0 10 20 30 40 50
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0 0
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0+75
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5+20
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13+20
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OF EXISTING DITCHES OUTWARD, WITHIN THE ROW LIMITS.
2. THE CONTRACTOR SHALL RESHAPE/ADJUST ALIGNMENT
MUST REMAIN WITHIN THE LIMITS OF WORK.
THE AMOUNT OF FILL REQUIRED HOWEVER ALL WORK
THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE
1. ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES.
NOTES:
LIMITS
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LIMITS
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LIMITS
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LIMITS
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SEE NOTE 2
SEE NOTE 2
53+60
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0 0
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57+60
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
63+60
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
68+60
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
70+50
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
60 70 80 90 100
72+50
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
77+50
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
77+90
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
82+50
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
86+15
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
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IG
N E
D B
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N
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2 3
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A
B
M A
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A P
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F
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S C
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D E
S C
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IP
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N
C O
N T
R A
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N O
D A
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A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
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N
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N P
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A
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D A
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/2
L
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C\LC\L
C\LC\L
C\LC\L
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CS-107
A C
C E
S S
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C
C R
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S S
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IO
N S
2.
ROAD TO CREATE LEVEL SURFACE.
1. CONTRACTOR SHALL GRADE AND SPREAD EXISTING
NOTES:
WITHIN THE LIMITS OF WORK.
AMOUNT OF FILL REQUIRED HOWEVER ALL WORK MUST REMAIN
THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE
ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES.
87+50
-10 -10
0 0
10 10
20 20
92+50
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
97+50
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
S O
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IC
IT
A
T
IO
N N
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M A
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N
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A P
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®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
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-2
-B -0
W
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-X
B .A
.M
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A
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CS-108
A C
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S S
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C
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S S
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-10 -10
0 0
10 10
20 20
C/L
4+10
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
5+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
8+20
50 40 30 20 10 0 10 20 30 40 50
0 0
10 10
20 20
C/L
S O
L
IC
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A
T
IO
N N
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F
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D B
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N
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2 3
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M A
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A P
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A T
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F
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B E
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S I Z
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S U
B M
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B Y
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S C
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L O
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A T
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D A
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M A
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D E
S C
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IP
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N
C O
N T
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C T
N O
D A
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A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
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H H
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N P
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H -8
-4
B R
IA
N
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C
H A
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P A
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IS
H L
A
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C A
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C K
P
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T
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K R
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N P
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C T
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A
N E
A N
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D A
M A
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S H
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A K
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IN
L
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IS
IA
N A
S E
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/2
L
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C R
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ALL WORK MUST REMAIN WITHIN THE LIMITS OF WORK.
ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED HOWEVER
13+80
-10 -10
0 0
10 10
20 20
C/L
18+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
23+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
28+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
S O
L
IC
IT
A
T
IO
N N
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F
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A M
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N
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2 3
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A P
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F
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B E
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S I Z
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B M
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P L
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S C
A L
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L O
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A T
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D A
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M A
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D E
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T
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N
C O
N T
R A
C T
N O
D A
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A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
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H H
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N P
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H -8
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B R
IA
N
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C
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P A
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H L
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C A
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P
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N P
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A
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A N
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L
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F :1
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.d g n
ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
33+80
-10 -10
0 0
10 10
20 20
C/L
38+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
43+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
48+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
S O
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IC
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A
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N N
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N
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D A
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A P
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®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
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B R
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N
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F :1
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.d g n
ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
53+80
-10 -10
0 0
10 10
20 20
C/L
58+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
63+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
68+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
S O
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N
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®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
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B .A
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M
A
B
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N
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F :1
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
73+80
-10 -10
0 0
10 10
20 20
C/L
78+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
83+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
88+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
S O
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N N
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N
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A P
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®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
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-2
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B .A
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M
A
B
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REQUIRED HOWEVER ALL WORK MUST REMAIN WITHIN THE LIMITS OF WORK.
ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL
93+80
-10 -10
0 0
10 10
20 20
C/L
98+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
99+00
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
C/L
100+65
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
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20 20
C/L
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US Army Corps
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US Army Corps
A N
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
102+15
-10 -10
0 0
10 10
20 20
C/L
103+60
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
106+00
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
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20 20
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®of Engineers
US Army Corps
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US Army Corps
A N
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
2+20
-10 -10
0 0
10 10
20 20
C/L
7+20
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
8+00
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
11+00
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
S O
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N N
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N
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N O
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®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
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W
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-2
-B -0
W
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B .A
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N
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X X
X X
X X
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
14+90
-10 -10
0 0
10 10
20 20
C/L
60 70 80 90 100 110
18+90
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
22+90
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
24+10
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
S O
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IC
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A
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N N
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N
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®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
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W
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-2
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B .A
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M
A
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N
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
24+20
-10 -10
0 0
10 10
20 20
C/L
28+00
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
29+80
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
34+60
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
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®of Engineers
US Army Corps
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Sheet of Engineers
US Army Corps
A N
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
34+90
-10 -10
0 0
10 10
20 20
C/L
39+90
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
41+55
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
44+90
50 40 30 20 10 0 10 20 30 40 50
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US Army Corps
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US Army Corps
A N
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46+25
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49+00
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US Army Corps
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US Army Corps
A N
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
-10 -10
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10 10
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
11+00
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0 0
10 10
20 20
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15+15
50 40 30 20 10 0 10 20 30 40 50
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0 0
10 10
20 20
C/L
16+00
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
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21+00
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
21+05
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0 0
10 10
20 20
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26+00
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
C/L
26+40
50 40 30 20 10 0 10 20 30 40 50
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0 0
10 10
20 20
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27+40
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
31+00
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0 0
10 10
20 20
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36+00
50 40 30 20 10 0 10 20 30 40 50
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0 0
10 10
20 20
C/L
37+65
50 40 30 20 10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
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41+00
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
42+65
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0 0
10 10
20 20
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46+00
50 40 30 20 10 0 10 20 30 40 50
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0 0
10 10
20 20
C/L
51+00
50 40 30 20 10 0 10 20 30 40 50
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ADDITIONAL SAND FILL MAYBE REQUIRED AT ROAD EDGES. THE CONTRACTOR MAY SHIFT THE ROAD C/L TO REDUCE THE AMOUNT OF FILL REQUIRED
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
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100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
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39+20
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
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100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
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B .A
.M
M
A
B
L A
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H H
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N P
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H -8
-4
B R
IA
N
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IS
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A
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A N
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L
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T R
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W O
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L
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NEW ORLEANS DISTRICT
/2
L
H H
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D D
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IF
IC
A
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CS-134
C R
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S S
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T
IO
N S
A C
C E
S S
R O
A D
S
EL. 9.5
EL. 10
EL. 9.45
H -8
-4 C
S -1
T
O C
S -1
.d
69+20
-10 -10
0 0
10 10
20 20
30 30
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
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D W
N B
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D B
Y
D E
S
IG
N E
D B
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D E
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N
D
2 3
C
4 5
A
B
M A
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A P
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D
A T
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F
IL
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B E
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B M
IT
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B Y
P L
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A L
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A T
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D A
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M A
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D E
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R
IP
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IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
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H H
A T
T E
N P
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H -8
-4
B R
IA
N
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H N
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C
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P A
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IS
H L
A
B O
N N
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C A
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T O
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P
IL
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A C
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K R
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T
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N P
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C T
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IC
A
N E
A N
D S
T O
R M
D A
M A
S T
S H
O R
E L
A K
E P
O N
T C
H A
R T
R A
IN
L
O U
IS
IA
N A
S E
P T
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B E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
NEW ORLEANS DISTRICT
/2
L
H H
A C
C E
S S
R O
A D
J A
D D
E D
B Y
M O
D
IF
IC
A
T
IO
N
M A
R C
H
49+20
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
59+20
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
CS-135
C R
O S
S S
E C
T
IO
N S
A C
C E
S S
R O
A D
S
EL. 9.2
EL. 9.2
EL. 8.6
H -8
-4 C
S -1
T
O C
S -1
.d
74+00
-10 -10
0 0
10 10
20 20
30 30
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
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IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D
A T
E
F
IL
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U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
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S C
A L
E P
L O
T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
U R
E N
H H
A T
T E
N P
.E
H -8
-4
B R
IA
N
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H N
S
C
H A
R L
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P A
R
IS
H L
A
B O
N N
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C A
R R
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T O
C K
P
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E C
O N
T R
A C
T
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K R
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T
IO
N P
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J E
C T
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IC
A
N E
A N
D S
T O
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D A
M A
S T
S H
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E L
A K
E P
O N
T C
H A
R T
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IN
L
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IS
IA
N A
S E
P T
E M
B E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
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IS
IA
N A
NEW ORLEANS DISTRICT
/2
L
H H
A C
C E
S S
R O
A D
J A
D D
E D
B Y
M O
D
IF
IC
A
T
IO
N
M A
R C
H
72+00
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
73+00
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
CS-136
C R
O S
S S
E C
T
IO
N S
A C
C E
S S
R O
A D
S
EL. 9.1
EL. 9.5
EL. 9.9
H -8
-4 C
S -1
T
O C
S -1
.d
77+00
-10 -10
0 0
10 10
20 20
30 30
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
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IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D
A T
E
F
IL
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U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
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H H
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T E
N P
.E
H -8
-4
B R
IA
N
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S
C
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P A
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IS
H L
A
B O
N N
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C A
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T O
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P
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IS
K R
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T
IO
N P
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C T
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IC
A
N E
A N
D S
T O
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D A
M A
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S H
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H A
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IN
L
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IS
IA
N A
S E
P T
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B E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
NEW ORLEANS DISTRICT
/2
L
H H
A C
C E
S S
R O
A D
J A
D D
E D
B Y
M O
D
IF
IC
A
T
IO
N
M A
R C
H
75+00
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
76+00
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
CS-137
C R
O S
S S
E C
T
IO
N S
A C
C E
S S
R O
A D
S
EL. 14.6
EL. 13.7
EL. 15.1
H -8
-4 C
S -1
T
O C
S -1
.d
80+00
-10 -10
0 0
10 10
20 20
30 30
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D
A T
E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
U R
E N
H H
A T
T E
N P
.E
H -8
-4
B R
IA
N
R J O
H N
S
C
H A
R L
E S
P A
R
IS
H L
A
B O
N N
E T
C A
R R
E S
T O
C K
P
IL
E C
O N
T R
A C
T
R
IS
K R
E D
U C
T
IO
N P
R O
J E
C T
H U
R R
IC
A
N E
A N
D S
T O
R M
D A
M A
S T
S H
O R
E L
A K
E P
O N
T C
H A
R T
R A
IN
L
O U
IS
IA
N A
S E
P T
E M
B E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
NEW ORLEANS DISTRICT
/2
L
H H
A C
C E
S S
R O
A D
J A
D D
E D
B Y
M O
D
IF
IC
A
T
IO
N
M A
R C
H
78+00
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
79+00
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
CS-138
C R
O S
S S
E C
T
IO
N S
A C
C E
S S
R O
A D
S
EL. 12.6
EL. 11.6
EL. 12.1
H -8
-4 C
S -1
T
O C
S -1
.d
83+00
-10 -10
0 0
10 10
20 20
30 30
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D
A T
E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
U R
E N
H H
A T
T E
N P
.E
H -8
-4
B R
IA
N
R J O
H N
S
C
H A
R L
E S
P A
R
IS
H L
A
B O
N N
E T
C A
R R
E S
T O
C K
P
IL
E C
O N
T R
A C
T
R
IS
K R
E D
U C
T
IO
N P
R O
J E
C T
H U
R R
IC
A
N E
A N
D S
T O
R M
D A
M A
S T
S H
O R
E L
A K
E P
O N
T C
H A
R T
R A
IN
L
O U
IS
IA
N A
S E
P T
E M
B E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
NEW ORLEANS DISTRICT
/2
L
H H
A C
C E
S S
R O
A D
J A
D D
E D
B Y
M O
D
IF
IC
A
T
IO
N
M A
R C
H
81+00
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
82+00
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
CS-139
C R
O S
S S
E C
T
IO
N S
A C
C E
S S
R O
A D
S
EL. 15.4
EL. 10.8
EL. 7.86
H -8
-4 C
S -1
T
O C
S -1
.d
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D
A T
E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
B .A
.M
M
A
B
L A
U R
E N
H H
A T
T E
N P
.E
H -8
-4
B R
IA
N
R J O
H N
S
C
H A
R L
E S
P A
R
IS
H L
A
B O
N N
E T
C A
R R
E S
T O
C K
P
IL
E C
O N
T R
A C
T
R
IS
K R
E D
U C
T
IO
N P
R O
J E
C T
H U
R R
IC
A
N E
A N
D S
T O
R M
D A
M A
S T
S H
O R
E L
A K
E P
O N
T C
H A
R T
R A
IN
L
O U
IS
IA
N A
S E
P T
E M
B E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
NEW ORLEANS DISTRICT
/2
L
H H
A C
C E
S S
R O
A D
J A
D D
E D
B Y
M O
D
IF
IC
A
T
IO
N
M A
R C
H
89+20
100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100
-10 -10
0 0
10 10
20 20
30 30
CS-140
C R
O S
S S
E C
T
IO
N S
A C
C E
S S
R O
A D
S
EL. 7.9
H -8
-4 C
S -1
T
O C
S -1
.d
PANEL MATS
BOLTED IN 4'
(1' X 1' X 20')
NEW TIMBER MATTING
WASHDOWN RACK
TOP OF TRUCK
20'
(TYP.)
4'
D R
A
IN
S L
O P
E T
O
PANEL MATS
BOLTED IN 4'
(1' X 1' X 12')
NEW TIMBER MATTING
WASHDOWN RACK
BASE OF TRUCK
NOT TO SCALE
PLAN VIEW
TRUCK WASHDOWN RACK
DESIGN FOR COE APPROVAL
CONTRACTOR MAY SUMBIT OPTIONAL
PANEL MATS
BOLTED IN 4'
(1' X 1' X 20')
NEW TIMBER MATTING
WASHDOWN RACK
TOP OF TRUCK
20'
(TYPICAL)
TO TRUCK WASHDOWN RACK
FOR INGRESS AND EGRESS
RAMP (SURFACING MATERIAL)
CONTRACTOR TO PROVIDE
AND DRAIN)
(TO RECEIVE MATTING
12' X 20'
EXCAVATION
PANEL MATS
BOLTED IN 4'
(1' X 1' X 12')
NEW TIMBER MATTING
WASH RACK
BASE OF TRUCK
E X
IS
T
G R
O U
N D
T
O
A
B O
V E
D E
P T
H O
F E
X C
A V
A T
IO
N
T
O
USACE FOR APPROVAL.
WASH DOWN RACK PER SITE SPECIFIC CONDITIONS. THE CONTRACTOR SHALL SUBMIT ANY DESIGN CHANGES TO
2. THE TRUCK WASH DOWN RACK DETAIL IS TYPICAL, THE CONTRACTOR SHALL ADJUST THE DESIGN OF THE TRUCK
DURATION OF THE CONTRACT.
1. THE CONTRACTOR MUST MAINTAIN THE TRUCK WASH DOWN RACK THROUGH THE
NOTES:
FERTILIZE AND SEED
ROAD
ASPHALT
TO DRAIN
MIN. 2% SLOPE
TO DRAIN
MIN. 2% SLOPE
SIDE
WEIGH STATION
SIDE
WOODED
ROAD
ASPHALT
TO DRAIN
MIN 2% SLOPE
TO DRAIN
MIN. 2% SLOPE
ROAD
ASPHALT
TO DRAIN
MIN. 2% SLOPE
TO DRAIN
MIN. 2% SLOPE
H -8
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T -1
.d g n
DT-101
S E
C T
IO
N
S A
N D
D E
T A
IL
S
R O
A D
E N
T R
A N
C E
T Y
P
IC
A L
10'
EL 17.0
(COMPACTED CRUSHED STONE)
12" BASE COURSE
AS NEEDED
CONTRACTOR TO EXCAVATE EXISTING ROAD
SEPARATOR FABRIC
TO PROVIDE A LEVEL ROAD BASE
SOME SAND FILL MAY BE REQUIRED
EXISTING ADJACENT GROUND
S O
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N N
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4 5
A
B
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A P
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D A
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N
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N T
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N O
D A
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A P
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®of Engineers
US Army Corps a u to ti m e
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
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A
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H A
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IN
B .J
O H
N S
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IA
N
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S O
N P
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M A
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F
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NEW ORLEANS DISTRICT
N E
W O
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N S
L
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IS
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N A
N E
W O
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N S
D
IS
T R
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U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
ASPHALT ROAD TYPICAL SECTION
ACCESS ROAD S ENTRANCE
LEVEL ROAD ELEVATION
INCREASE THICKNESS TO 9" BUT MAINTAIN
INTERSECTION OF AGGREGATE ROAD
FOR LAST 18" OF ASPHALT ROAD AT
3" ASPHALT BINDER COURSE.
LEVEL ROAD ELEVATION
INCREASE THICKNESS TO 9" BUT MAINTAIN
INTERSECTION OF AGGREGATE ROAD
FOR LAST 18" OF ASPHALT ROAD AT
3" ASPHALT BINDER COURSE.
N.T.S.
C L
3" ASPHALT SURFACE COURSE
N.T.S.
C L
3" ASPHALT SURFACE COURSE
EMBANKMENT FILL AREA
1V:3H
N.T.S.
C L
PUBLIC ROAD TYPICAL SECTION
ASPHALT ROAD ENTRANCE OFF
LEVEL ROAD ELEVATION
INCREASE THICKNESS TO 9" BUT MAINTAIN
INTERSECTION OF AGGREGATE ROAD
FOR LAST 18" OF ASPHALT ROAD AT
3" ASPHALT BINDER COURSE.
3" ASPHALT SURFACE COURSE
GROUND
ADJACENT
EXISTING
(FULL WIDTH OF FILL)
GEOGRID MAT
15 " SAND FILL
LEVEL ROAD ELEVATION
INCREASE THICKNESS TO 9" BUT MAINTAIN
INTERSECTION OF AGGREGATE ROAD
FOR LAST 18" OF ASPHALT ROAD AT
3" ASPHALT BINDER COURSE.
N.T.S.
C L3" ASPHALT SURFACE COURSE GROUND
ADJACENT
EXISTING
EMBANKMENT FILL AREA
SEPARATOR FABRIC
IN-SITU SOIL FROM EXCAVATION
BACKFILL AND COMPACT WITH
IN-SITU SOIL FROM EXCAVATION
BACKFILL AND COMPACT WITH
IN-SITU SOIL FROM EXCAVATION
BACKFILL AND COMPACT WITH
SEPARATOR FABRIC
SEPARATOR FABRIC
ASPHALT ROAD G ROADWAY TYPICAL SECTION
(COMPACTED CRUSHED STONE)
12" BASE COURSE
(COMPACTED CRUSHED STONE)
12" BASE COURSE
TO MEET FINAL GRADES ON PLANS
CONTRACTOR TO EXCAVATE EXISTING ROAD
LEVEE SIDE
EXISTING GUIDE
1V:1H
16'
VARIES
1V:1H
VARIES
ASPHALT ROADS F AND P ENTRANCE TYPICAL SECTION
(COMPACTED CRUSHED STONE)
12" BASE COURSE
AS NEEDED
CONTRACTOR TO EXCAVATE EXISTING ROAD
1V:1H
16'
GROUND
ADJACENT
EXISTING
GROUND
ADJACENT
EXISTING
NOT TO SCALE
PROFILE
ROAD
AGGREGATE
ROAD
AGGREGATE
ROAD
AGGREGATE
ROAD
AGGREGATE
H -8
-4 D
T -1
.d g n
DT-102
(COMPACTED CRUSHED STONE)
12" BASE COURSE
R O
A D
T Y
P
IC
A L
S E
C T
IO
N
S
C L
GEOTEXTILE SEPARATOR FABRIC
1V:1H
ROAD
AGGREGATE
24'1' 1'
(COMPACTED CRUSHED STONE)
12" BASE COURSE
GEOGRID MAT(FULL WIDTH OF FILL)
EX. GROUND
N.T.S.
AGGREGATE ROAD TYPICAL SECTION 2
STONE)
(COMPACTED CRUSHED
12" BASE COURSE
15" SAND FILL
THICKNESS VARIES SEE TABLE
BASE COURSE (COMPACTED CRUSHED STONE)
IV:1H
VARIES693+84.300+0012S
3.67453+400+8014P
2.5246+000+0015G
3.54101+6096+0012
1194+000+0012 F
2.33294+0069+4013
1168+583+4012 C
2.25258+0021+0012
VARIES520+400+0012
B
1117+000+012A
ENDBEGIN
(LF)
GROUND
EXIST.
ROAD TO
TOP OF
TYP SECTION
ROAD STATIONING
(IN.)
THICKNESS
AGGREGATE
TOP LAYER
ROAD
SEE CROSS SECTIONS FOR REQUIRED FILL.
ROAD BASE TO THE FULL DESIGN ROAD WIDTH.
SAND FILL MAY BE REQUIRED TO PROVIDE LEVEL
NOTE:
SEE NOTE
SEE NOTE
FOR THE PLACMENT OF GEOGRID OR GEOTEXTILE SEPERATOR.
4. DEGRADE AND SPREAD EXISTING GROUND AS NEEDED TO PROVIDE AN EVEN LEVEL SURFACE
OR UNTIL SUCH TIME AS THE ROAD(S) ARE PARTIALLY ACCEPTED BY THE GOVERNMENT.
3. THE CONTRACTOR MUST MAINTAIN ALL ROADS THROUGH THE DURATION OF THE CONTRACT
SECTIONS FOR THE CONSTRUCTION GRADE ELEVATIONS.
2. FOR THE REACHES THAT STATE "VARIES" IN THE TABLE, REFER TO THE CROSS
"VARIES".
AND THE TYPICAL SECTIONS, WITH THE EXCEPTION OF THOSE REACHES WHICH STATE
1. CONSTRUCTION GRADES ARE BASED ON THE THICKNESSES SHOWN IN THE TABLE
NOTES:
THICKNESS VARIES SEE TABLE
BASE COURSE (COMPACTED CRUSHED STONE)
S O
L
IC
IT
A
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N N
O
F
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A M
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D B
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2 3
C
4 5
A
B
M A
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A P
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US Army Corps a u to ti m e
ID
Sheet of Engineers
US Army Corps
A N
S I
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W
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W
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NEW ORLEANS DISTRICT
N E
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A
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P S
O F
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G
IN
E E
R S
C L
C L
GEOTEXTILE SEPARATOR FABRIC
EX. GROUND
WITHIN ROW LIMITS
DITCHES AS REQUIRED
ALIGNMENT OF EX.
RESHAPE/ADJUST
CONTRACTOR TO
N.T.S.
FOR ELEVATIONS)
AND PROFILE
(EL. VARIES-SEE PLANS
CUT EX. GROUND
C L
GEOTEXTILE SEPARATOR FABRIC
(FULL WIDTH OF FILL)
GEOGRID MAT
N.T.S.
AGGREGATE ROAD TYPICAL SECTION 4
C L
(FULL WIDTH OF FILL)
GEOGRID MAT
(DEPTH VARIES)
SAND FILL
1V:24H SLOPE
EX. GROUND
N.T.S.
1V:7H SLOPE
EX. GROUND
AND MULCH
THEN 2" OF TOPSOIL AND SEED, FERTILIZE,
ADD SAND FILL FOR POSITIVE DRAINAGE,
AND MULCH ON SAND SIDE SLOPES
ADD 2" OF TOPSOIL AND SEED, FERTILIZE,
15" SAND FILL
AGGREGATE ROAD TYPICAL SECTION 5
FABRIC
GEOTEXTILE SEPARATOR
WITHIN ROW LIMITS
DITCHES AS REQUIRED
ALIGNMENT OF EX.
RESHAPE/ADJUST
CONTRACTOR TO
SEPARATOR FABRIC
GEOTEXTILE
N.T.S.
1V:1H
24'1' 1'
1V:1H
24'1' 1'
1V:1H
24'1' 1'
EX. GROUND
1V:1H
24'1'
1V:3H
VARIES
AGGREGATE ROAD TYPICAL SECTION 1
AGGREGATE ROAD TYPICAL SECTION 6
1V:1H
EX. DITCH
C/L
ROAD
C/L
H -8
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DT-104
NOT TO SCALE
E N
T R
A N
C E
C U
L V
E R
T D
E T
A
IL
S
6" THICK ASPHALT
EXISTING GROUND
SAND FILL
GEOTEXTILE SEPARATOR FABRIC
12" COMPACTED BEDDING MATERIAL
GEOTEXTILE SEPARATOR FABRIC
12" SAND FILL
A
EXISTING GROUND
AGGREGATE BASE COURSESEE TABLE FOR THICKNESS (D)
SINGLE STEEL CORRUGATEDMETAL PIPE 24" DIA.
ENTRANCE CULVERT CROSS SECTION
B
7. THE CONTRACTOR SHALL FIELD VERIFY PIPE LENGTHS BEFORE ORDERING.
6. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE CULVERT AND ROAD DUE TO CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL MAINTAIN THE CULVERTS IN GOOD WORKING ORDER THROUGHOUT THE CONTRACT.
INCH FROM THE NOMINAL DIAMETER.124. ALL CULVERT PIPE DIAMETERS SHALL NOT VARY MORE THAN
3. ALL CULVERT PIPES SHALL HAVE SINGE LINE RIVETS.
2. ALL CULVERT PIPES SHALL BE 14 GAUGE (0.079 INCHES THICK) STEEL.
INCH.12X231. ALL CULVERT PIPES SHALL HAVE CORRUGATION OF 2
NOTES:
5'
24'
12' 12'
SEE TABLE FOR PIPE LENGTHFABRIC
SEPARATOR
GEOTEXTILE
6" THICK ASPHALT
12" SAND FILL
AND NUMBER OF PIPES.
SHEET DT-106 FOR DIMENSIONS
METAL PIPE. SEE TABLE ON
STEEL CORRUGATED
FABRIC
SEPARATOR
GEOTEXTILE
E
12" CLAY CAP
SAND FILL
12" COMPACTED BEDDING MATERIAL
UP TO CENTERLINE OF PIPE
CONTINUE COMPACTED BEDDING MATERIAL
GEOGRID
1V:3H
1V:1H
6" BASE COURSE AGGREGATE (D)
1V:3H
40155.501.002411.255+61.96GE1
63125.231.002411.20+14.21FE1
6369.701.2024160+17.08BE1
(FT)
NEW CUL. LENGTH
THICKNESS (IN) (D)
AGGREGATE
ROAD EL. (FT) (B)DEPTH OF SAND (E)DIA. (IN)
CMP
NO. OF
(A)
EL. (FT)
INVERT
STATIONCULVERT
E
S O
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N N
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D
2 3
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4 5
A
B
M A
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A P
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N
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N T
R A
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N O
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A P
P R
®of Engineers
US Army Corps a u to ti m e
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
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M
A
B
B R
IA
N
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A N
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D A
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B .J
O H
N S
O N
B R
IA
N
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S O
N P
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M A
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F
E B
NEW ORLEANS DISTRICT
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOT TO SCALE
CULVERT PROFILE
C/L
EX. DITCH
C/L
EX. DITCH
C/L
ROAD
C/L
H -8
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.d g n
DT-105
S
IN
G L
E P
IP
E
C U
L V
E R
T D
E T
A
IL
S
H -8
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T -1
.d g n
2'
FABRIC
SEPARATOR
GEOTEXTILE
INVERT ELEVATION (A)
12" SAND FILL
FABRIC
SEPARATOR
GEOTEXTILE
BEDDING MATERIAL
12" COMPACTED
SEE TABLE ON DT-102
AGGREGATE BASE COURSE,
SHEET DT-106 FOR DIMENSIONS.
METAL PIPE. SEE TABLE ON
ONE (1) STEEL CORRUGATED
SAND FILL
ROAD ELEVATION VARIES
MIN. 1'
GEOGRID
2'
FABRIC
SEPARATOR
GEOTEXTILE
INVERT ELEVATION (A)
12" SAND FILL
FABRIC
SEPARATOR
GEOTEXTILE
BEDDING MATERIAL
12" COMPACTED
SEE TABLE ON DT-102
AGGREGATE BASE COURSE,
SHEET DT-106 FOR DIMENSIONS.
METAL PIPE. SEE TABLE ON
ONE (1) STEEL CORRUGATED
SAND FILL
ROAD ELEVATION VARIES
MIN. 1'
GEOGRID
24'
12' 12'
SEE TABLE FOR PIPE LENGTHFABRIC
SEPARATOR
GEOTEXTILE
SEE TABLE ON DT-102
AGGREGATE BASE COURSE,
12" SAND FILL
AND NUMBER OF PIPES.
SHEET DT-106 FOR DIMENSIONS
METAL PIPE. SEE TABLE ON
STEEL CORRUGATED
FABRIC
SEPARATOR
GEOTEXTILE
M
IN
GEOGRID
SAND FILL
12" COMPACTED BEDDING MATERIAL
UP TO CENTERLINE OF PIPE
CONTINUE COMPACTED BEDDING MATERIAL
1V:3H
CULVERT CROSS SECTION 2 ONLY
GEOGRID, APPLICABLE TO
AND ROAD ELEVATION.
7. SEE SHEET DT-106 FOR ROAD, STATION, INVERT ELEVATION, PIPE LENGTH,
ROAD DUE TO CONSTRUCTION ACTIVITIES.
6. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE CULVERT AND
ORDER THROUGHOUT THE CONTRACT.
5. THE CONTRACTOR SHALL MAINTAIN THE CULVERTS IN GOOD WORKING
FROM THE NOMINAL DIAMETER.
INCH 214. ALL CULVERT PIPE DIAMETERS SHALL NOT VARY MORE THAN
3. ALL CULVERT PIPES SHALL HAVE SINGLE LINE RIVETS.
2. ALL CULVERT PIPES SHALL BE 14 GAUGE (0.079 INCHES THICK) STEEL.
INCH.21X321. ALL CULVERT PIPES SHALL HAVE CORRUGATION OF 2
NOTES:
2'
FABRIC
SEPARATOR
GEOTEXTILE
BEDDING MATERIAL
12" COMPACTED
SAND FILL
MIN. 1'
2'2'
SEE TABLE ON DT-102
AGGREGATE BASE COURSE,
SEE TABLE
METAL PIPE DIAMETER VARIES,
ONE (1) STEEL CORRUGATED
REMOVE AND REPLACE EXISTING PIPE WITH
ELEVATION
EXIST. INVERT
FABRIC
GEOTEXTILE SEPARATOR
ELEVATION VARIES
EXISTING ROAD,
1V:3H
1V:1H
BEDDING MATERIAL
12" COMPACTED
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D
A T
E
F
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E N
U M
B E
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S I Z
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S U
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IT
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E D
B Y
P L
O T
S C
A L
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A T
E
D A
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M A
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D E
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IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps a u to ti m e
ID
Sheet of Engineers
US Army Corps
A N
S I
D
W
P
-2
-B -0
W
P
-X
M
A
B
B R
IA
N
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-4
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N A
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C
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A N
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A P
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IS
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A C
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A N
D S
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D A
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A K
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B .J
O H
N S
O N
B R
IA
N
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S O
N P
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M A
R
F
E B
NEW ORLEANS DISTRICT
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOT TO SCALE
NOT TO SCALENOT TO SCALE NOT TO SCALE
CULVERT PROFILE
EXISTING CULVERT TYPICAL SECTIONCULVERT CROSS SECTION 1 CULVERT CROSS SECTION 2
DT-106
C U
L V
E R
T S
T A
B U
L A
T
IO
N S
:1
H -8
-4 D
T -1
.d g n
THE CONTRACTOR SHALL FIELD VERIFY PIPE LENGTHS BEFORE ORDERING.2.
SHALL FIELD VERIFY ALL LENGTHS BEFORE ORDERING PIPE.
CMP LENGTHS ARE APPROXIMATE AND THE CONTRACTOR 1.
NOTE:
ROAD C/L
ROW LIMIT
EDGE OF NEW ROAD
EXIST. HEADLAND
HEADLAND TIE-IN DETAIL
FROM EDGE OF ROAD TO EXISTING ROW LIMIT
CONTRACTOR TO PROVIDE SMOOTH AGGREGATE SLOPE
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D
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B E
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S I Z
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54121.9216.679+23SC4
62123.2217.477+67SC3
62123.17218.776+47SC2
55122.0121975+87SC1
ACCESS ROAD S
57142.5021-1.1752+55PC9
57142.5021-0.9842+65PC8
57142.5021-1.3537+65PC7
57142.5021-0.521+05PC4
57142.5021-0.9815+15PC3
57142.502108+00PC2
57142.5021-0.61+45PC1
ACCESS ROAD P
56152.23211.56+05GC7
63153.35214.412+90GC6
109152.4141-0.915+50GC5
60152.9721-0.441+55GC4
60152.95210.334+60GC3
54151.9821-1.628+00GC2
64153.6221-1.824+20GC1
ACCESS ROAD G
74124.0046-3.487+50FC1ACCESS ROAD F
95131.0041-1.9370+50CC4
130123.9541-0.6549+80CC3C
134123.9541-0.6549+80CC3B
140123.9541-0.6549+80CC3A
54131.85210.586+15CC2
55132.0821177+90CC1
ACCESS ROAD C
54121.9721050+50BC3
58122.60210.641+30BC2
57122.34211.233+60BC1
ACCESS ROAD B
48121.00210.3914+75AC3
48121.00210.148+05AC2
48121.00210.121+75AC1
ACCESS ROAD A
LENGTH
NEW CMP
(IN.)
THICKNESS
AGGREGATE
OVER CMP
SAND FILL
DEPTH OF
DIAMETER
CMP
OF CMP
NUMBER
ELEVATION
INVERT
STATIONCULVERT
C/LEX. DITCH
C/L
ROAD
C/L
VARIES
FABRIC
SEPARATOR
GEOTEXTILE
INVERT ELEVATION (A)
12" SAND FILL
FABRIC
SEPARATOR
GEOTEXTILE
BEDDING MATERIAL
12" COMPACTED
SEE SHEET DT-102
AGGREGATE BASE COURSE,
DIMENSIONS AND NUMBER OF PIPES.
METAL PIPES. SEE SHEET DT-106 FOR
MULTIPLE STEEL CORRUGATED
SAND FILL
ROAD ELEVATION VARIES
MIN. 1'
GEOGRID2' 2'
H -8
-4 D
T -1
.d g n
M U
L T
IP
L
E P
IP
E
C U
L V
E R
T D
E T
A
IL
S
DT-107
VARIES
FABRIC
SEPARATOR
GEOTEXTILE
INVERT ELEVATION (A)
12" SAND FILL
FABRIC
SEPARATOR
GEOTEXTILE
BEDDING MATERIAL
12" COMPACTED
SEE SHEET DT-102
AGGREGATE BASE COURSE,
DIMENSIONS AND NUMBER OF PIPES.
METAL PIPES. SEE SHEET DT-106 FOR
MULTIPLE STEEL CORRUGATED
SAND FILL
ROAD ELEVATION VARIES
MIN. 1'
GEOGRID
AND ROAD ELEVATION.
7. SEE SHEET DT-106 FOR ROAD, STATION, INVERT ELEVATION, PIPE LENGTH,
ROAD DUE TO CONSTRUCTION ACTIVITIES.
6. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE CULVERT AND
ORDER THROUGHOUT THE CONTRACT.
5. THE CONTRACTOR SHALL MAINTAIN THE CULVERTS IN GOOD WORKING
FROM THE NOMINAL DIAMETER.
INCH 214. ALL CULVERT PIPE DIAMETERS SHALL NOT VARY MORE THAN
3. ALL CULVERT PIPES SHALL HAVE SINGLE LINE RIVETS.
2. ALL CULVERT PIPES SHALL BE 14 GAUGE (0.079 INCHES THICK) STEEL.
INCH.21X321. ALL CULVERT…
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