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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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
675 675
680 680
680 680
C-301
FLOW
47ft
20ft
43ft
03-96M
MISSISSIPPI RIVER BACKWATER
MARSH LAKE
03-101M
03-100M
93-26M
P I - 1
.9
P I - 1
.6
P I - 1
.4
P I - 4
.1
P I - 4
.5
93-25M
85-10M
P T
.2
N
APPROX END OF MORTARED RIPRAP
SPOT EMBANKMENT CONTROL LINE
OBSERVED EAGLE NEST
SEE NOTE 2
SPOT EMBANKMENT A2
S T
A
.1
O ffs e t 2
.3
EXISTING SHEET PILE
M A
T C
H
L I
N E
W
T
D
G
S T
A
WORK LIMITS
APPROXIMATE END OF
EXISTING SPOT
EMBANKMENT A
M
IL
Z
N E
N E
BEGINNING OF
ACCESS TRAIL WORK
STA 13 + 50.00
SEE NOTE 3
700700
700700
2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
P V I 13+
68.41
E lev 676.33
P V I 14+
42.07
E lev 676.18
P V I 14+
53.90
E lev 675.00
P V I 14+
73.90
E lev 675.00
P V I 14+
91.57
E lev 676.77
Grade = -0.00
Grade = -0.10 Grade = 0.10
Grade = 0.00
Grade = 0.00
SPOT
EMBANKMENT A2
DESIGN SECTION 4
(STA 14+06.62 TO STA 15+16.78)
ACCESS TRAIL
(STA 13+50.00 TO STA 14+06.62)
STRIPPING
EXCAVATION
o
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
PLAN VIEW
PROFILE NOTE:
S T P
A U
L
M
IN
N E
S O
T A
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
C-101
P L
A N P
R O
F
IL
E
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
/1
/0
1. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
2. THE EAGLE NEST HAS 2 CONSTRUCTION ZONE RESTRICTIONS, SEE SPECIFICATIONS FOR DETAILS
3. COORDINATION REQUIRED TO ALIGN THE LOWER EMBANKMENT ACCESS TRAIL WITH THE UPPER EMBANKMENT ACCESS TRAIL
4. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH THE ACCESS TRAIL
MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE IDENTIFIED WHEN THE TRAIL ALIGNMENT
IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE WIDNR’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
D R
A W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
A A
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
C-102
P L
A N P
R O
F
IL
E
PLAN VIEW
PROFILE
NOTE:
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
S T
A
T
O
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
1. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
2. THE EAGLE NEST HAS 2 CONSTRUCTION ZONE RESTRICTIONS, SEE SPECIFICATIONS FOR DETAILS
3. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH
THE ACCESS TRAIL MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE
IDENTIFIED WHEN THE TRAIL ALIGNMENT IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE
WI.D.N.R.’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
54ft
10ft
55ft 57ft
10ft
59ft
C-30
P I - 0
.8
P I - 0
.2
P I - 0
.3
P I - 1
.0
PI - 14
23+05.62
PI - 16
23+23.42
P I - 1
.4
P I - 2
.1
C-30
C-3
MARSH LAKE
01-87M
P I - 2
.0
P C
.3
P T
.2
P T
.3
P C
.1
P T
.8
P T
.3
P C1 .9
P T
.7
P I - 2
.2
PC
23+21.85
PT
23+24.99
P C
.0
0 2
P C
.9
PC
23+04.19
PT
23+07.04
P I - 2
.7
P T
.9
P C
.3
N
SPOT EMBANKMENT A3
SPOT EMBANKMENT CONTROL LINE
OBSERVED EAGLE NEST
SEE NOTE 2
M A
T
S T
A
M A
T
S
T A
WORK L
IMITS
WORK L
IMITS
WORK LIMITS
WORK LIMITS
WORK LIMITS
WORK LI
MITS
N E
1/
N E
ACCESS TRAIL
SEE NOTE 1
SPOT EMBANKMENT
A4
700700
700700
16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
P V I 18+
78.18
E lev 677.54
P V I 19+
03.58
E lev 675.00
P V I 19+
13.58
E lev 675.00
P V I 19+
31.67
E lev 676.81
P V I 23+
34.37
E lev 677.33
P V I 23+
57.67
E lev 675.00
P V I 23+
67.67
E lev 675.00
P V I 23+
92.13
E lev 677.45
Grade = 0.00
Grade = -0.10 Grade = 0.10
Grade = 0.00
P V I 1
7+ .8
E le v
6.
Grade = 0.00
Grade = -0.10 Grade = 0.10
SPOT
EMBANKMENT A3
DESIGN SECTION 4
SPOT
EMBANKMENT A4
DESIGN SECTION 4ACCESS TRAIL
DESIGN SECTION 3
(STA 15+16.78 TO STA 17+14.17)
(STA 18+49.19 TO STA 19+68.18)
(STA 17+14.17 TO STA 18+49.19)
(STA 22+97.99 TO STA 24+26.42)
(STA 19+68.18 TO STA 22+97.99)
(STA 24+26.42 TO STA 37+30.00)
ACCESS TRAIL
ACCESS TRAIL
ACCESS TRAIL
STRIPPING
EXCAVATION
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
P L
A N P
R O
F
IL
E
C-103
PLAN VIEW
PROFILE
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
1. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
2. THE EAGLE NEST HAS 2 CONSTRUCTION ZONE RESTRICTIONS, SEE SPECIFICATIONS FOR DETAILS
3. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH
THE ACCESS TRAIL MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE
IDENTIFIED WHEN THE TRAIL ALIGNMENT IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE
WI.D.N.R.’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
NOTE:
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
E L
.4
"2
""M a p le
P I - 2
.0
P I - 2
.0
P I - 2
.5
P I - 2
.2
PI - 30
36+50.74
PI - 32
37+35.46
P I - 2
.9
P T
.6
P C3 .9
P T
.0
9P C
.0
P I - 2
.1
P T
.5
P C
.6
P C
.8
P I - 2
.2
P T
.1
P C
.5
9 P T
.5
P C
.5
P T
.4
N
MISSISSIPPI RIVER FLOW
ESTIMATED EXISTING EMBANKMENT PROTECTION LIMITS
SPOT EMBANKMENT CONTROL LINE
M A
T
S T
A
M A
T
S T
A
WORK LIMITS
WORK LIMITS
WORK LIMITS
WORK LIMITS
WORK LIMITS
WORK LIMITS
N
N E
ACCESS TRAIL
700700
700700
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
(STA 24+26.42 TO STA 37+30.00) (STA 37+30.00 TO STA 49+99.00)
ACCESS TRAIL ACCESS TRAIL
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
P L
A N P
R O
F
IL
E
C-104
PLAN VIEW
PROFILE
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
1 1
NOTE:
1. THERE IS AN EXISTING INLET IN SPOT EMBANKMENT D. WHEN THE IMPROVEMENTS ARE DONE TO SPOT EMBANKMENT
D, THE INLET WILL BE AFFECTED AND WILL BE IMPROVED. FOR INLET DETAIL SEE DRAWING NUMBER S-401.
2. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
3. THE EAGLE NEST HAS 2 CONSTRUCTION ZONE RESTRICTIONS, SEE SPECIFICATIONS FOR DETAILS
4. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH
THE ACCESS TRAIL MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE
IDENTIFIED WHEN THE TRAIL ALIGNMENT IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE
WI.D.N.R.’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
660 660
59ft 50ft 56ft
PI - 34
49+72.88
01-83M
93-21M
P I - 1
.6
PC
49+72.84
PT
49+72.91
0 5
0 5
P I - 1
.9
P I - 1
.0
P I - 1
.0
N
MISSISSIPPI RIVER
FLOW
EXISTING SHEET PILE LOCATION
ACCESS TRAIL
SEE NOTE 2
EXISTING SPOT EMBANKMENT B
(NO WORK REQUIRED)
EXISTING SPOT EMBANKMENT C
(NO WORK REQUIRED)
ESTIMATED EXISTING EMBANKMENT PROTECTION LIMITS
M A
T
S T
A
M A
T
S T
A
SPOT EMBANKMENT CONTROL LINE
WORK LIMITS
WORK LIMITS
N E
SPOT EMBANKMENT D
AND STOP LOG STRUCTURE
SEE NOTE 1
N E
700700
700700
40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
P V I 50+
33.38
E lev 677.42
P V
I 50+ 57.56
E lev 675.00
P
V I 51+
07.56
E lev 675.00
P
V I 51+
35.81
E lev 677.82
Grade = -0.01
Grade = 0.00
Grade = 0.00
Grade = 0.10Grade = -0.10
(STA 37+30.00 TO STA 49+99.00)
(STA 49+99.00 TO STA 51+63.91)
SPOT
EMBANKMENT D
DESIGN SECTION 4ACCESS TRAIL
STRIPPING
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
P L
A N P
R O
F
IL
E
C-105
NOTE:
PROFILE
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
PLAN VIEW
1. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
2. THE EAGLE NEST HAS 2 CONSTRUCTION ZONE RESTRICTIONS, SEE SPECIFICATIONS FOR DETAILS
3. THERE IS AN EXISTING CHANNEL MARKER THAT IS USED BY THE LOCK MASTER, IT WILL HAVE TO BE DISPLACED
BY APPROXIMATELY 15 FEET INLAND TO FACILITATE CONSTRUCTION OF THEACCESS TRAIL.
4. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH
THE ACCESS TRAIL MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE
IDENTIFIED WHEN THE TRAIL ALIGNMENT IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE
WI.D.N.R.’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
0 66
665 665
670 670
675 675
675 675 675
E L
.0
R
E E
L
IN
MISSISSIPPI RIVER
FLOW
33ft 45ft 43ft 43ft
20ft
58ft
I - 3
.6
P I - 3
.9
P I - 4
.1
01-82M
I - 1
.9
P T
.4
P C
.4
8 P C
.1
PT
66+21.09
P T
.3
P I - 1
.6
P C
.4
0 6
P I - 1
.5
01-81M
SPOT EMBANKMENT CONTROL LINE
OBSERVED EAGLES NEST
SEE NOTE 2
M A
T
S T
A
WORK LIMITS
WORK LIMITS
WORK LIMITS
WORK LIMITS
N E
N E
N E
N E
ESTIMATED EXISTING EMBANKMENT PROTECTION LIMITS
M A
T
S T
A
ACCESS TRAIL
EXISTING LOCK MASTERS
CHANNEL MARKER
(DIAMOND MARKER)
SEE NOTE 3
SPOT EMBANKMENT E2
SPOT EMBANKMENT E1
700700
700700
53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
P V I 63+
83.06
E lev 677.79
P V I 64+
10.92
E lev 675.00
P V I 64+
55.92
E lev 675.00
P V I 64+
85.50
E lev 677.96
P V I 65+
13.16
E lev 677.98
P V I 65+
42.91
E lev 675.00
P V I 65+
62.91
E lev 675.00
P V I 65+
86.96
E lev 677.41
Grade = -0.10
Grade = 0.00
Grade = 0.10
Grade = 0.00
Grade = 0.00 Grade = 0.00
Grade = 0.00
Grade = 0.10Grade = -0.10
(STA 51+63.91 TO STA 63+29.60)
(STA 63+72.16 TO STA 66+19.89)
SPOT
EMBANKMENT E1 AND E2
DESIGN SECTION 4
ACCESS TRAIL
DESIGN SECTION 3
(STA 63+29.60 TO STA 63+72.16)
ACCESS TRAIL
STRIPPING
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
P L
A N P
R O
F
IL
E
C-106
PLAN VIEW
PROFILE
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
1. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
2. THE EAGLE NEST HAS 2 CONSTRUCTION ZONE RESTRICTIONS, SEE SPECIFICATIONS FOR DETAILS
3. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH
THE ACCESS TRAIL MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE
IDENTIFIED WHEN THE TRAIL ALIGNMENT IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE
WI.D.N.R.’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
NOTE:
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
660 660
665 665
675 675
MISSISSIPPI RIVER
FLOW
ft ft ft
P I - 4
.4
P I - 4
.5
P I - 4
.4
C-
.0
P C
.9
P T
.9
P C7 .9
93-22M
P T
.1
P C
.0
N OBSERVED EAGLE NEST
SEE NOTE 2
SPOT EMBANKMENT F
SPOT EMBANKMENT CONTROL LINE
WORK LIMITS
WORK LIMITS
N E
M A
T
S T
A
M A
T
S T
A
N E
ESTIMATED EXISTING EMBANKMENT PROTECTION LIMITS
ACCESS TRAIL
N E
700700
700700
66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
P V
I 75+ 75.06
E lev 678.38
P V
I 76+ 08.91
E lev 675.00
P V I 77+
08.91
E lev 675.00
P V I 77+
34.06
E lev 677.51
Grade = -0.10
Grade = 0.00
Grade = 0.10
(STA 75+49.76 TO STA 77+67.37)
(STA 66+19.89 TO STA 75+49.76)
SPOT
EMBANKMENT F
DESIGN SECTION 4ACCESS TRAIL
STRIPPING
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
P L
A N P
R O
F
IL
E
C-107
PLAN VIEW
PROFILE
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
1. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
2. THE EAGLE NEST HAS 2 CONSTRUCTION ZONE RESTRICTIONS, SEE SPECIFICATIONS FOR DETAILS
3. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH
THE ACCESS TRAIL MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE
IDENTIFIED WHEN THE TRAIL ALIGNMENT IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE
WI.D.N.R.’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
NOTE:
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
MISSISSIPPI RIVER
FLOW
P I - 4
.8
01-78M
I - 1
.6
P I - 1
.3
P C
.4
P T
.2
P I - 1
.8
01-80M
N
SPOT EMBANKMENT G
(NO WORK REQUIRED)
SPOT EMBANKMENT CONTROL LINE
ESTIMATED EXISTING EMBANKMENT PROTECTION LIMITS
M A
T
S T
A
SPOT EMBANKMENT H
(NO WORK REQUIRED)
M A
T
S T
A
ACCESS TRAIL
WORKING LIMITS
WORKING LIMITS
N E
EXISTING SHEET PILE
700700
700700
78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
(STA 77+67.37 TO STA 85+50.00) (STA 85+50.00 TO STA 92+50.00)
ACCESS TRAIL ACCESS TRAIL
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
P L
A N P
R O
F
IL
E
C-108
PLAN VIEW
PROFILE
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
NOTE:
1. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
2. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH
THE ACCESS TRAIL MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE
IDENTIFIED WHEN THE TRAIL ALIGNMENT IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE
WI.D.N.R.’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
670 6
I - 5
.4
P I - 5
.7
I - 1
.9
P T
.5
P C
.3
P T
.7
93-23M
P C
.1
N
MISSISSIPPI RIVER
FLOW
MISSISSIPPI RIVER
FLOW
ESTIMATED EXISTING EMBANKMENT PROTECTION LIMITS
M A
T
S T
A
) M
A T
S T
A
SPOT EMBANKMENT CONTROL LINE
WORK LIMITS
WORK LIMITS
WORK LIMITS
WORK LIMITS
ACCESS TRAIL
700700
700700
90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 100+50 101+00
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
(STA 85+50.00 TO STA 92+50.00) (STA 92+50.00 TO STA 103+24.72)
ACCESS TRAIL ACCESS TRAIL
STRIPPING STRIPPING
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
P L
A N P
R O
F
IL
E
C-109
PLAN VIEW
PROFILE
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
1. THE TRAIL IS AT EXISTING GRADE, SEE SPECIFICATIONS FOR DETAILS
2. ACCESS TRAIL LIMITS OF WORK. THE INDICATED LIMITS IDENTIFY THE BOUNDARIES IN WHICH WORK ASSOCIATED WITH
THE ACCESS TRAIL MAY OCCUR. THE ALLOWABLE DISTURBED AREAS WILL BE CONSIDERABLY NARROWER AND WILL BE
IDENTIFIED WHEN THE TRAIL ALIGNMENT IS ESTABLISHED IN ACCORDANCE WITH THE CONDITIONS SPECIFIED IN THE
WI.D.N.R.’S CHAPTER 30 PERMIT & WATER QUALITY CERTIFICATION.
NOTE:
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
40ft 100ft
48ftP I - 5
.3
P I - 5
.1
P I - 5
.0
P I - 6
.7
P I - 6
.9
P I - 6
.1
01-77M P
.7
P C
.0
P I - 2
.5
P T
.1
P C
.8
P T
.3
P C
.5
P T
.0
P C
.9
P T
.5
P C1 .6
P T1 .9
P C1 .7
N
F L
O W
SPOT EMBANKMENT IEXISTING SHEET PILE
M A
T
S
T A
SPOT EMBANKMENT CONTROL LINE
M A
T
S T
A
WORK LIMITS
WORK LIMITS
WORK LIMITS
ACCESS TRAIL
700700
700700
101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
P V I 103+
09.13
E lev 676.70
P V I 103+
59.49
E lev 676.03
P V I 103+
69.83
E lev 675.00
P V I 104+
69.83
E lev 675.00
P V I 104+
86.34
E lev 676.65
Grade = -0.01 Grade = -0.10 Grade = 0.00 Grade = 0.10
(STA 92+50.00 TO STA 103+24.72)
(STA 103+24.72 TO STA 105+18.35)
(STA 105+18.35 TO STA 112+67.96)
SPOT
EMBANKMENT I
DESIGN SECTION 4ACCESS TRAIL ACCESS TRAIL
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -1
A .d g n
100’0 50’
SCALE:1"=50’ NOTES:
PLAN VIEW
PROFILE
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A N
S I
D
J B
M
A A
M
A A
M
C A
A
P L
A N P
R O
F
IL
E
C-110
S T
A
T
O
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
EXISTING GRADE
EXISTING GRADE
POST CONSTRUCTION PERMANENT TRAIL SEGMENT
PROTECTED AREA CAP
A A
M D
R A
W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
1. SEE DETAIL B ON SHEET C-301
AND SPECIFICATIONS FOR DETAILS
ON PROTECTED AREA CAP. HATCHED
AREA REPRESENTS PROBABLE CAP
AREA TO BE REMOVED UPON PROJECT
COMPLETION. SEE DETAILS AND
SPECIFICATIONS FOR POST
CONSTRUCTION REMOVAL OF
PROTECTED AREA CAP AND
SUBSEQUENT TRAIL CONNECTION
SEGMENT.
2. THE ACCESS TRAIL IS AT EXISTING
GRADE EXCEPT WHERE IT RAMPS TO
MEET THE CULTURAL RESOURCE CAP
AND 290TH AVENUE, SEE
SPECIFICATIONS FOR DETAILS.
3. ACCESS TRAIL LIMITS OF WORK.
THE INDICATED LIMITS IDENTIFY THE
BOUNDARIES IN WHICH WORK
ASSOCIATED WITH THE ACCESS TRAIL
MAY OCCUR. THE ALLOWABLE
DISTURBED AREAS WILL BE
CONSIDERABLY NARROWER AND WILL
BE IDENTIFIED WHEN THE TRAIL
ALIGNMENT IS ESTABLISHED IN
ACCORDANCE WITH THE CONDITIONS
SPECIFIED IN THE WI.D.N.R.’S
CHAPTER 30 PERMIT & WATER QUALITY
CERTIFICATION.
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
A V
E N
U E
38ft 200ft 40ft
P O
E
- 1
.6
P I - 6
.4
PI - 68
116+84.06
PI - 70
117+14.65
PI - 72
117+47.97
PI - 74
117+90.18
01-76M
P T
.8
P C
.7
P I - 2
.9
P I - 2
.5
PC
116+78.69
PT
116+89.39
PC
117+06.00
PT
117+23.19
PC
117+33.16
PT
117+62.19
PC
117+70.06
P T
.3
PI - 206
118+41.36
P I - 2
.6
P I - 1
.7
P I - 1
.7
P I - 2
.7
P I - 2
.9
N
ACCESS TRAIL
M A
T
S T
A
LOCATION OF ENTRY
TRAIL VEHICLE GATE
STA. 121+60.00
SEE SHEET S-206
FOR DETAIL
WORK LIMITS
WORK LIMITS
W
ORK
LI
MI
TS
W
ORK
LI
MI
TS
SPOT EMBANKMENT J
SPOT EMBANKMENT CONTROL LINE
SEE NOTE 2
POST CONSTRUCTION PERMANENT
TRAIL CONNECTION THROUGH
PROTECTED SITE
66’ ROW FOR 290TH AVENUE
PROTECTED SITE BOUNDRY SEE NOTE 1
HATCHED AREA REPRESENTS
TEMPORARY PROTECTED
SITE CAP. SEE NOTES 1 & 2
730730
730730
111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00
E L E
V A
T
IO
N M .S .L A
D J
E L E
V A
T
IO
N M .S .L A
D J
STATION
P V I 112+
97.44
E lev 676.16
P V I 113+
09.04
E lev 675.00
P V I 115+
09.04
E lev 675.00
P V I 115+
18.38
E lev 675.93
P V I 115+
42.65
E lev 676.00
Grade = -0.10
Grade = 0.00
Grade = 0.10 Grade = 0.00 Grade = 0.00
(STA 112+67.96 TO STA 115+49.14)
(STA 115+49.14 TO STA 116+62.26)
(STA 116+62.26 TO STA 118+90.80)
(STA 118+90.80 TO STA 122+62.00)
SPOT
EMBANKMENT J
DESIGN SECTION 4
CULTURAL RESOURCE AREA CAP
SEE NOTE 1
ACCESS TRAIL
ACCESS TRAIL
B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C K A
N D D
A M N
O U
P P
E R E
M B
A N
K M
E N
T S
L O
C K A
N D D
A M N
O
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
L D
U
E
C
C -3
A .d g n
S T P
A U
L
M
IN
N E
S O
T A
A N
S I
D
J B
M
A A
M
C A
A
C-301
-4
S T
A G
E T
Y P
IC
A L S
E C
T
IO
N S
S E
C T
IO
N S D
E T
A
IL
S
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
NOTE:
CONTROL STRUCTURE AT SPOT
EMBANKMENT "D" NOT SHOWN
FOR CLARITY PURPOSES
D R
A W
IN
G R
E V
IS
E D W
IT
H A
M E
N D
M E
N T N
O
/1
/0
A A
M
1. INCREASE RIPRAP THICKNESS BY 50% IF PLACED UNDERWATER.
2. USE EXCAVATED UNCONTAMINATED 1984 ROCK MATERIAL FROM PREVIOUS EMBANKMENT PROJECT WORK FOR BACKFILL AT SPOT EMBANKMENTS D, E1-E2, AND F.
FOR SPOT EMBANKMENTS A2, A3, A4, I, AND J, USE UNCONTAMINATED EXCAVATED MATERIAL.
WHEN SOIL CONDITIONS SUCH AS CONTAMINATION PREVENT USAGE OF EXCAVATED MATERIAL USE TRAIL FILL MATERIAL (BREAKER ROCK).
3. FINISH BACKFILLED AREAS WITH RECLAIMED SITE TOPSOIL FROM STRIPPING AND EXCAVATION OPERATION.
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
IZ
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
10’
15’
10’
10’
10’
FLOW
01020304050 -10 -20 -30 -40 -50
E L
E V
A T I
O N
-60 -70
E L
E V
A T I
O N
36" RIPRAP
12" BEDDING
675.0
EL. 667.0
CHINK RIPRAP WITH AGGREGATE
SURFACE MATERIAL
SCALE:
EXISTING SHEETPILE
( DEPTH VARIES )
EXISTING GROUND LINE
24" RIPRAP
12" BEDDING
12" BEDDING
24" RIPRAP
SHEETPILE
EXISTING GROUND LINE
TYPICAL DESIGN SECTION
ACCESS TRAIL
C
C
ACCESS TRAIL
EXISTING GROUND LINE
ACCESS TRAIL
C
CHINK WITH AGGREGATE SURFACE MATERIAL
6" STRIPPING
CHINK BREAKER ROCK WITH
AGGREGATE SURFACE MATERIAL
EL. VARIES
SEE SHEET S-105
FOR PROPER DEPTH
GEOTEXTILE (TYP)
GEOTEXTILE (TYP)
6" OF BREAKER ROCK
1 ON 10 SIDE SLOPE 1 ON 10 SIDE SLOPE
1 ON 3 SIDE SLOPE1 ON 3 SIDE SLOPE
1 ON 3 SIDE SLOPE 1 ON 3 SIDE SLOPE
WARP AS NECESSARY
WARP AS NECESSARY
WARP AS NECESSARY
WARP AS NECESSARY
WARP AS NECESSARY WARP AS NECESSARY
WARP AS NECESSARY WARP AS NECESSARY
LOCATION OF EXISTING
SHEET PILE
SPOT EMBANKMENTS
SCALE:
SPOT EMBANKMENTS
A
PRIMARY DESIGN SECTION
C-101 C-102 C-103 C-105 C-107 C-108 C-109
C-103 C-104 C-105 C-106 C-107 C-108
DESIGN SECTION IN AREAS WHERE THERE IS
EXISTING EMBANKMENT PROTECTION, USE IF
SUBGRADE IS A MINIMUM OF 24" THICK OF
SAND/GRAVEL LAYER BELOW STRIPPING
ELEVATION
DESIGN SECTION IN AREAS WHERE TRAIL
ELEVATION IS ABOVE EXISTING GRADE.
C-102 C-105
C-101
C-102
C-104
C-105
C-106
C-109
NOT TO SCALE
NOT TO SCALE
SEE GRADING DETAIL "A" AT RIGHT
TYPICAL DESIGN SECTION
TYPICAL DESIGN SECTION
DESIGN GRADING DETAIL
LOCATION OF PROPOSED
SHEET PILE
SCALE: NOT TO SCALE
WHERE CAP SLOPES TO TRAIL
INTERLOCKING COMPOSITE MAT
EXISTING GRADE
GEOTEXTILE (TYP)
C-110
B
24" LEVELED SAND
SCALE: NOT TO SCALE
C-110
C
PROTECTED AREA CAP DETAIL
PROTECTED AREA TRAIL DETAIL
POST CONSTRUCTION TRAIL SEGMENT
EXISTING GRADE
8" BREAKER ROCK CHINKED
WITH AGGREGATE.
GEOTEXTILE (TYP)
INTERLOCKING COMPOSITE MAT SIZES VARY BY MANUFACTURER,
TYPICALY THEY ARE 48" X 48" X 3".
CONSTRUCT ACCESS TRAIL OVER
CONTRACTOR DESIGNED HAUL ROAD
MINIMUM TYPICAL DESIGN SECTION
CONSTRUCT ACCESS TRAIL OVER
CONTRACTOR DESIGNED HAUL ROAD
EXISTING GROUND LINE
BACKFILL, TOPSOIL, SEED
SEE NOTES 2 & 3
BACKFILL WITH
RECLAIMED SITE
TOPSOIL TO COVER
DENOTES RECLAIMED SITE
TOPSOIL AND SEEDING LOCATION
| LD3UE05C101___C-101A01.pdf |
| LD3UE05C102___C-102A01 |
| LD3UE05C103___C-103A01 |
| LD3UE05C104___C-104A01 |
| LD3UE05C105___C-105A01 |
| LD3UE05C106___C-106A01 |
| LD3UE05C107___C-107A01 |
| LD3UE05C108___C-108A01 |
| LD3UE05C109___C-109A01 |
| LD3UE05C110___C-110A01 |
| LD3UE05C301___C-301A01 |
File details come from the government source that posted it. Updated .