Am0001_Dwgs.pdf
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- Rehab Little Papillion Creek
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- W9128F-16-B-0001
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AMD-1 DRAWINGS
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Other files
| File | Type | Posted |
|---|---|---|
| W9128F-16-C-0012.pdf | ||
| COMPLETED_ABSTRACT_W9128F-16-B-0001.pdf | ||
| Q A_1_15_16.pdf | ||
| Am0003.pdf | ||
| Am0003_Dwgs.pdf | ||
| Am0002.pdf | ||
| Am0002_Dwgs.pdf | ||
| Additional_Little_Papio_Contractor_Q A.pdf | ||
| Am0001.pdf | ||
| 16-B-0001_Little_Papio_Dwgs.pdf | ||
| 16-B-0001_Little_Papio_Near_NFM_Specs.pdf |
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
/1
/2
INDEX
FILE NUMBER SHEET NO. DESCRIPTIONDESIGN FILE
ER12CG811.DGN
ER12CG802.DGN
ER12CG801.DGN
ER12CG800.DGN
ER12CG708.DGN
ER12CG707.DGN
ER12CG706.DGN
ER12CG705.DGN
ER12CG704.DGN
ER12CG703.DGN
ER12CG702.DGN
ER12CG701.DGN
ER12CG501.DGN
ER12CG303.DGN
ER12CG302.DGN
ER12CG301.DGN
ER12CG221.DGN
ER12CG212.DGN
ER12CG211.DGN
ER12CG201.DGN
ER12CG122.DGN
ER12CG121.DGN
ER12CG102.DGN
ER12CG101.DGN
ER12CS101.DGN
ER12GI101.DGN
ER12G-002.DGN
ER12G-001.DGN
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
PIEZOMETER DATA
SOIL BORING LOGS SHEET 2 OF 2
SOIL BORING LOGS SHEET 1 OF 2
SOIL BORING LOGS LEGEND, ABBREVIATIONS AND GENERAL NOTES
TIMBER PILE PIPE SUPPORT DETAIL
CURB AND GUTTER DETAILS
HANDRAIL DETAILS
SHEETPILE CAP DETAILS
CONCRETE COLLAR DETAILS
SILT FENCE DETAILS
EROSION CONTROL BLANKET DETAIL
HORIZONTAL ALIGNMENT DATA AND HORIZONTAL AND VERTICAL CONTROL POINTS
RELIEF WELL DETAIL
TYPICAL CHANNEL SECTIONS SHEET 3 OF 3
TYPICAL CHANNEL SECTIONS SHEET 2 OF 3
TYPICAL CHANNEL SECTIONS SHEET 1 OF 3 DELETED
RAMP PROFILE
SHEETPILE PROFILE SHEET 2 OF 2
SHEETPILE PROFILES SHEET 1 OF 2
CHANNEL BOTTOM PROFILE
EXISTING DRAINAGE STRUCTURE 192+50R PLAN AND PROFILE
DRAINAGE STRUCTURE 194+50R PLAN AND PROFILE
DETAIL PLAN
GENERAL PLAN
EXISTING SITE CONDITIONS
LOCATION MAP, VICINTY MAP AND ACCESS POINTS
INDEX
COVER
CG811
CG802
CG801
CG800
CG708
CG707
CG706
CG705
CG704
CG703
CG702
CG701
CG501
CG303
CG302
CG301
CG221
CG212
CG211
CG201
CG122
CG121
CG102
CG101
CS101
GI101
G-002
G-001
G-002
E R
G -0
.D
G N
IN
D
E X
D D
M /R
D L
H W
B /M
E B
D P
R
B N J
:1
A
M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D D
M
.3
.4
.5
.6
.8
.9
.9
.9
.0
+1 .0
.0
.1
.1
.1
.1
.3
.6
+ 1 .6
.6
.8
.0
.0
.0
.1
.1
.2
.2
.2
.3
.4
.4
.5
.5
.5
.6
.6
.6
.6
.7
.8
.8
.8
.9
.9
.0
0 1010
.0
.0
.1
.1
+ 1 .2
1015 1015
+ 2
C M
P
IN
V E
R T .9
+ 2
IN
C
M P
IN
V E
R T .6
+ 4
IN
C
M P
IN
V E
R T .9
10201020
10201020
1025 1025
10251025
1030 1030
1030 1030
M E
R L -4 E
N D L -5 S
T A
R T
IH
-1
-0
N
.3
E
.1
E L E
V
.5
+M E
R L -5 E
N D
+ 1035 10351035
P
IE
Z U
S R
B
N F
M B
H -1
.720
.875
.9
.033
7.05
.060
.2
.321
P
IE
Z D
S R
B
M E
R L -2 S
T A
R T
M E
R L -1 E
N D
1040 1040
1040 1040 1040
N F
M B
H -3
N F
M B
H -2
A
M W+
N F
M B
H -2
B
NFM WAREHOUSE
M W+
M W++ x
NFM WAREHOUSE
P
IE
Z M
ID
L
B
P
IE
Z D
S L
B
P
IE
Z U
S L
B
+ 1 x
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
/1
/2
A
A
A
A
CG1.02
S P +0
S P +5
S P 1+
S P 1+
S P
+0
S P
+5
S P
+6
S P
+6
R
+0
R
+5
R
1+
R
1+
R
+0
R
+5
R
+0
R
+5
R
+0
R
+1
R
+1
S P +0
S P +5
S P 1+
S P 1+
S P
+0
S P
+2
S P
+2 x x x x x x x
C
+5
C
1+
C
1+
C
+0
C
+5
C
+0
C
+5
C
+0
C
+5
C
+0
C
+5
C
+0
WALL 01
L SHEETPILE C
CL CHANNEL
CL CHANNEL
CL CHANNEL
PIPE SECTION
REMOVE AND REPLACE
1-48" DIA. RCP
STRUCTURE 194+50R
L DRAINAGE C C
1-24" DIA. CMP
STRUCTURE 196+00R
L EXISTING DRAINAGE
C
WALL 02
L SHEETPILE
WALL 03
L SHEETPILE C
C
RAMP
L ACCESS
C
RAMP
L ACCESS
3- RELIEF WELLS
INSTALL
1-18" DIA. CMP
195+45L
STRUCTURE
EXISTING DRAINAGE
ACCESS ROUTE
WAREHOUSE
FURNITURE MART
NEBRASKA
WAREHOUSE
FURNITURE MART
NEBRASKA
WAREHOUSE
FURNITURE MART
NEBRASKA
x x x x x x x x x x x x x x x x x x
SP3 0+00
SP3 0+50
SP3 1+00
SP3 1+50
SP3 2+00
SP3 2+20SP3 2+20
x
GUTTER
CURB AND
INSTALL 115'
HANDRAIL
INSTALL 240'
XX
X
X
X
X
X
XX
XX
X
X
X
X
X
XX
N 543 344.589
E 2 730 533.323
N 543 157.116
E 2 730 639.467
ROW
PROJECT
EASEMENT
TEMPORARY
ROW
PROJECT
ROW
PROJECT
N 543 396.081
E 2 730 502.847 N 543 247.157
E 2 730 580.959
CG302
CG102
CG101
CG302
CD102
CG101
CG303
CG102
CG101
CG303
CG102
CG101
CG303
CD102
CG101
CG303
CD102
CG101
CG101
020' 20'
SCALE: 1 INCH = 20 FEET
G E
N E
R A
L P
L A
N
E R
C G
.D
G N
D D
M /R
D L
H W
B /M
E B
D P
R /J J R
B N J /C
M
:1
A
M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D D
M
54" I.D. CMP
EXTEND EXISTING
Shall Not Be Removed Existing Cottonwood Tree
Shall Not Be Removed Existing Evergreen Tree
IN
C
M P
IN
V E
R T .9
10201020
1020 1025
M E
R L -5 E
N D
P
IE
Z U
S R
B
N F
M B
H -1
.720
.875
.9
7.05
.060
.2
P
IE
Z D
S R
B
1040 1040
"1
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
/1
/2
C
+1 .0
T r a n s it io n to
E l.
.0
1V o n
H
B e g in
S lo p e
P r o te c ti o n
CA
C
A
A
A
S P
+0
S P +2
S P +4
S P +6
S P +8
S P 1+
S P 1+
S P 1+
S P 1+
S P 1+
S P
+0
S P
+2
S P
+4
S P
+6 0S
P +2
.0
P C
S P
+2 1.
P T
S P
+0
S P
+2
S P
+4
S P
+6
S P
+8
S P
1+
S P
1+
S P
1+
S P
1+
S P
1+
S P
+0
S P
+2
S P
+2
.0
P C
S P
1+ .3
P T
R
+0
R
+2
R
+4
R
+6
R
+8
R
1+
R
1+
R
1+
R
1+
R
1+
R
+0
R
+2
R
+4
R
+6
R
+8
R
+5
.0
P C
R
+0 .8
P R
C
R
+4
.8
P T
A
A
C
C
A A
C
C
C
A
A
C
C
S P 1+ .8
P .I
S P
+6 .0
P .I
S P +0
.0
P .I
S P
1+ .3
P .I
S P
+0
.0
P .I
S P
+2 .0
P .I
R
+0
.0
P .I
R
1+ .5
P .I
R
+2
.3
P .I x x x
El. 1024.00
El. 1024.00 El. 1024.00
El. 1013.00
El. 1013.00
El. 1013.00 x x x x
C
1+
C
1+
C
1+
C
1+
C
+0
C
+2
C
+4
C
+6
C
+8
C
+0
C
+2
C
+4
C
+6
C
+8
C
+0
C
+2
C
1+ 1.
P C
C
+8
.8
P T
C
+3
1.
P .I
S P
+3 .0
E n d
S h e e tp il
W a ll
1WALL 01
L SHEETPILE C
CL CHANNEL
CL CHANNEL
C
WALL 02
L SHEETPILE
S P
+0 .0
E n d
S h e e tp il a ll
WALL 03
L SHEETPILE C
C
+4
.0
E l.
.0
B e g in
S lo p e
P r o te c ti o n
E n d
T r a n s it io n
C
+1
T r a n s it io n
B e g in
1V o n
E l.
.0 n d
S lo p e
P r o te c ti o
C
+4
T ie
In to
E x is ti g
G r o u n d
E n d
S lo p e
P r o te c ti o
C
RAMP
L ACCESS
x x x x x x x x x x x x x x x
SP3 0+40
SP3 0+60
SP3 0+80
SP3 1+00
SP3 1+20
SP3 1+40
SP3 1+60
SP3 1+80
SP3 2+00
SP3 2+20
SP3 2+20.00
P.I.-2 A x SP3 1+45.00
End Sheetpile
SP3 0+85.00
Begin Sheetpile
S P +0
.0
S h e e tp il e w a ll
B e in
P
+0
.0
S h e e tp il e w a ll
B e in
GUTTER
CURB AND
INSTALL 115'
E l.
.0
E
,7
,5
.6
N
,4
.7
S h e e t
C G
F o r
D e ta il s
S
+6
.0
In s ta ll R e li f ll
E l.
.0
E
,7
,5
.8
N
,3
.3
S h e e t
C G
F o r
D e ta il s
S
1+ .0
In s ta ll R e li ll
E l.
.0
E
,7
,5
.4
N
,3
1.
S h e e t
C G
F o r
D e ta il s
S
+9
.0
In s ta ll R e li ll
HANDRAIL
INSTALL 240'
PAVEMENT
DISTURBED ASPHALT
REPLACE CONTRACTOR
Shall Not Be Removed Existing Evergreen Tree
N 543,252.303
E 2,730,533.737
N 543,281.668
E 2,730,564.086
N 543,396.081
E 2,730,502.847
N 543 247.157
E 2 730 580.959
ROW
PROJECT
ROW
PROJECT
ROW
PROJECT
N 543 344.589
E 2 730 533.323
EASEMENT
TEMPORARY
CG303
CD102
CG101
CG302
CD102
CG101
CG102
010' 10'
SCALE: 1 INCH = 10 FEET
D E
T A
IL
P
L A
N
E R
C G
.D
G N
H W
B /M
E B
D P
R
B N J
:1
D D
M /R
D L /M
E B
A
M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D D
Granular FIll Thickness
1.00' Existing Select
Stone Protection
3.00'-4.00' Existing Dumped
From Sta. 191+30
Riprap Thickness
2.00' Existing
Bottom Riprap
Existing Channel
Stone Protection
3.00'-4.00' Existing Dumped
Granular FIll Thickness
1.00' Existing Select
To Sta. 193+70
Bottom Riprap
Existing Channel
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
/1
/2
1 1
STATION (FEET)
EXISTING CHANNEL BOTTOM
PAPIO CREEK CHANNEL BOTTOM PROFILE
FLOW
EL. 1013.0
EL. 993.0
010' 10'
SCALE: 1 INCH = 10 FEET
SEE PROFILE ON SHEET CG212.
INSTALL SHEET PILE WEIR. (WALL 03)
T R
A N
S
IT
IO
N E
N D
V O
N
H
S T
A
T R
A N
S
IT
IO
N B
E G
IN
V O
N
H
S H
E E
T P
IL
E W
A L L
S
T A
TO ELEV. 1010.0
SPALLS LAYER
1' THICK
C 191+20 C 191+30 C 191+40 C 191+50 C 191+60 C 191+70 C 191+80 C 191+90 C 192+00 C 192+10 C 192+20 C 192+30 C 192+40 C 192+50 C 192+60 C 192+70 C 192+80 C 192+90 C 193+00 C 193+10 C 193+20 C 193+30 C 193+40 C 193+50
STATION (FEET)
Slope =-0.00200
PROFILE
CHANNEL
PROFILE
CHANNEL
PROFILE
CHANNEL
STONE PROTECTION IN CHANNEL BOTTOM
LIMITS OF NEW GRADED FILTER
70'
LAYER TO ELEV. 1013.0
3' THICK NEW RIPRAP
TO ELEV. 1009.0
BEDDING LAYER
FLOW
10401040
C 193+50 C 193+60 C 193+70 C 193+80 C 193+90 C 194+00 C 194+10 C 194+20 C 194+30 C 194+40 C 194+50 C 194+60 C 194+70 C 194+80 C 194+90 C 195+00 C 195+10 C 195+20 C 195+30 C 195+40 C 195+50 C 195+60 C 195+70 C 195+80 C 195+90 C 196+00
E L
E V
A T I
O N
F E
E T
PROFILE
CHANNEL
STATION (FEET)
PAPIO CREEK CHANNEL BOTTOM PROFILE, CONT'D
010' 10'
SCALE: 1 INCH = 10 FEET
STATION (FEET)
(Approx. 3600cf)
Salvaged Riprap.
2.00' Layer Thickness
CG201
C H
A N
N E
L B
O T
T O
M P
R O
F
IL
E
E R
C G
.D
G N
H W
B /M
E B
D D
M /R
D L
10401040
10401040
E L
E V
A T I
O N
F E
E T
E L
E V
A T I
O N
F E
E T
10401040
E L
E V
A T I
O N
F E
E T
E L
E V
A T I
O N
F E
E T
B N J /C
M
D P
R /J J R
:1
A M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D D
M
M A
T C
H L I
N
T
I
E E
T
M A
T C
H L I
N
T
I
E E
T
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
/1
/2
10401040
10401040
SP1 0+00SP1 0+00 SP1 0+10 SP1 0+20 SP1 0+30 SP1 0+40 SP1 0+50 SP1 0+60 SP1 0+70 SP1 0+80 SP1 0+90 SP1 1+00 SP1 1+10 SP1 1+20 SP1 1+30 SP1 1+40 SP1 1+50 SP1 1+60 SP1 1+70 SP1 1+80 SP1 1+90 SP1 2+00 SP1 2+10 SP1 2+20
E L
E V
A T I
O N
F E
E T
E L
E V
A T I
O N
F E
E T
STATION (FEET)
10501050
10501050
SP1 0+00SP1 0+00 SP1 0+10 SP1 0+20 SP1 0+30 SP1 0+40 SP1 0+50 SP1 0+60 SP1 0+70 SP1 0+80 SP1 0+90 SP1 1+00 SP1 1+10 SP1 1+20 SP1 1+30 SP1 1+40 SP1 1+50 SP1 1+60 SP1 1+70 SP1 1+80 SP1 1+90 SP1 2+00 SP1 2+10 SP1 2+20 SP1 2+30
E L
E V
A T I
O N
F E
E T
E L
E V
A T I
O N
F E
E T
STATION (FEET)
Slope =0.00000
Slope =0.00000
El. 988.00
El. 1024.0
El. 999.50
El. 1035.50
SP1 0+05.00
Begin Sheetpile Wall 01
El. 1035.50
SP1 2+35.00
End Sheetpile Wall 01
El. 1024.00
SP2 0+05.00
Begin Sheetpile Wall 02 El. 1024.00
SP2 2+00.00
End Sheetpile Wall 02
El. 1035.50
SHEETPILE 02 PROFILE
SHEETPILE 01 PROFILE
Surface 2014
Existing Ground Surface 2014
Existing Ground
Surface 2014
Existing Ground Surface 2014
Existing Ground
Grade
Ramp
Access
230.00'
195.00'
010' 10'
SCALE: 1 INCH = 10 FEET
010' 10'
SCALE: 1 INCH = 10 FEET
SP1 2+35
See Sheet CG705
For Details
Pile Cap
See Sheet CG705
For Details
Pile Cap
CG211
S H
E E
T O
F
E R
C G
.D
G N
H W
B /M
E B
S H
E E
T P
IL
E P
R O
F
IL
E S
TO ASTM A572 GRADE 50.
2. SHEET PILE SHALL BE STEEL SECTIONS CONFORMING
Z, AND w IS THE WIDTH OF THE SECTION.
THE WEB PORTION OF THE Z, h IS THE HEIGHT OF THE
IS THE THICKNESS OF
w h/w, WHERE t W
= t V
EQUATION: A
*CALCULATE SHEAR AREA BY USING THE FOLLOWING
D. ELASTIC SECTION MODULUS, S = 17.1 IN^3/FT
= 0.4 IN^2/FT*
V
C. SHEAR AREA, A
B. MODULUS OF ELASTICITY, E = 29,000,000 PSI
A. MOMENT OF INERTIA, I = 400 IN^4/FT
THE FOLLOWING MINIMUM SECTION PROPERTIES:
1. SHEET PILE SHALL BE A Z-SHAPED SECTION AND HAVE
SHEET PILE GENERAL NOTES:
B N J /W
R B
D P
R /R
J T
J E
O /D
D M /R
D L /M
E B
:1
APPROVAL TO THE CONTRACTING OFFICER.
SHALL MEET SSPC 38. SUBMIT PAINT SYSTEMS FOR
SECOND COAT SHALL MEET SSPC 41. THE FINAL COAT
8. FIRST COAT SHALL MEET SSPC 40 TYPE II. THE
IS APPLIED.
THE REPAIRED AREAS BEFORE A SUBSEQUENT COAT
SHALL BE FEATHERED AND THE COAT REAPPLIED TO
SCREENING. THE EDGES OF THE REPAIRED AREAS
INDIVIDUAL COAT SHALL BE REMOVED BY SANDING OR
7. AREAS OF BUBBLING NOTED UPON CURING OF ANY
TIME BETWEEN COATS SHALL BE MET.
RECOMMENDATIONS FOR MINIMUM AND MAXIMUM DRY
SHALL NOT BE APPLIED. THE MANUFACTURER'S
MATERIALS THAT HAVE THICKENED APPRECIABLY
MANUFACTURER'S POT LIFE SHALL NOT BE APPLIED.
6. COATING MATERIAL THAT HAS EXCEEDED THE
DIRECTIONS.
ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
5. COATINGS SHALL BE MIXED AND THINNED IN
THAT RECOMMENDED BY THE MANUFACTURER.
4. DRY FILM THICKNESSES PER COAT SHALL BE
THICKNESSES ARE ACHIEVED.
PERMITTED PROVIDED THE SPECIFIED FILM
LIMITED USE OF BRUSH AND ROLLER APPLICATION IS
WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.
3. APPLICATION SHALL BE SPRAY IN ACCORDANCE
SSPC STANDARDS.
PASSED ALL REQUIREMENTS OF THE APPLICABLE
FROM THE SAME COATING MANUFACTURER AND HAVE
2. ALL PAINT MATERIALS SHALL BE PROCURED
BLAST CLEANING.
CLEANING TO REMOVE BURS AND THEN COMMERCIAL
HAND TOOL CLEANING FOLLOWED BY POWER TOOL
1. CLEAN SHEET PILE PRIOR TO PAINTING WITH
SHEET PILE COATING NOTES:
A M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D 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
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
/1
/2
E L E
V A
T
IO
N F
E E
T
0-100 100
E L E
V A
T
IO
N F
E E
T
NFM
-90 -80 -70 -60 -50 -40 -30 -20 -10 10 20 30 40 50 60 70 80 90
990 990
980 980
970 970
DETAIL "A"
C E
N T
E R
L
IN
E L
IT
T L E P
A P
IO
C
R E
E K
33'VARIES
ELEV. 1035.5
EXISTING GRADE
EXISTING GRADE
SEDIMENT
EXCAVATE
SEE DETAIL "A" ABOVE.
GRADED FILTER.
SEDIMENT
EXCAVATE
3' RIPRAP LAYER
ABOVE.
SEE DETAIL "A"
RIPRAP LAYER.
CG501.
SEE DETAILS ON SHEET
INSTALL RELIEF WELL.
ELEV. 999.5
INSTALL SHEET PILE WALL.
EXCAVATE
ELEV. 1024.0
ELEV. 1009.0
ELEV. 1010.0
ELEV. 1013.0
ELEV. 988.0
EL. 1013.0
.5
9" SPALLS LAYER
9" BEDDING LAYER
EXISTING RIPRAP
REMOVE AND SALVAGE
ELEV. 1013.0
EXISTING RIPRAP
EXISTING RIPRAP
EMBANKMENT
COMPACTED
AND CG212.
SHEETS CG211
PROFILES ON
PILE WALL. SEE
INSTALL SHEET
1' SPALLS LAYER
ELEV. 1037.0
ELEV. 1026.00
SEE PROFILES ON SHEETS CG211 AND CG212.
INSTALL SHEET PILE WALL.
ELEV. 1025.50
EL. 1024.00
CG706.
DETAILS ON SHEET
INSTALL HANDRAIL. SEE
C 192+63.44
TYPICAL SECTION FROM STA. 192+40 TO 193+10
CG302
CG102
CG101
SECTION
010' 10'
SCALE: 1 INCH = 10 FEET
WALL TO ELEVATION 1010.0
RIVERSIDE OF SHEET PILE
EXCAVATE MATERIAL ON
SHEET PILE WALL TO ELEVATION 1010.0
EXCAVATE MATERIAL ON RIVERSIDE OF
LAYER.
2' NEW OR SALVAGED RIPRAP
SURFACING FOR ACCESS.
FILL IN VOIDS WITH 4" GRAVEL
(APPROX. 7500cf)
EXISTING RIPRAP
REMOVE AND SALVAGE
BEDDING LAYER TO ELEV. 1009.0
ALL REMAINING WORK)
(BID ITEM 0015-
ELEV. 1010
GEOTEXTILE AT
(12 OZ/SY)
INSTALL NON-WOVEN
CG302
E R
C G
.D
G N
H W
B /M
E B
D D
M /R
D L
D P
R
B N J
S H
E E
T O
F
T Y
P
IC
A L C
H A
N N
E L S
E C
T
IO
N S
:1
A M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D
2.5' See Channel Profile
Elevation Varies
7.5'
Existing 18" Riprap Layer
Varies
Elevation Granular Material Existing 12" Select Granular Material
Existing 12" Select
Riprap Layer Existing 18"
Existing 18" Riprap Layer
Granular Material Existing 12" Select
Channel Bottom Buttress
Existing 4' Thick on 12oz. Geotextile Riprap Layer
Remove Existing 18"
Granular Material Remove Existing 12" Select
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
/1
/2
E L
E V
A T I
O N
F E
E T
0 10 20 30 40 50 60 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
C 194+40.00
E L
E V
A T I
O N
F E
E T
TYPICAL CHANNEL SECTION FROM STA. 193+50 TO 193+70
CG303
CG102
CG101
SECTION
CG303
CG102
CG101
SECTION
TYPICAL CHANNEL SECTION FROM STA. 193+70 TO 194+30
C
Ramp
Access
LC
Channel
L
010' 10'
SCALE: 1 INCH = 10 FEET
010' 10'
SCALE: 1 INCH = 10 FEET
2.00' Salvaged Riprap Layer Thickness
6" SURFACING
NFM
NFM
E L
E V
A T I
O N
F E
E T
0 10 20 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
C 193+70.00
E L
E V
A T I
O N
F E
E T
ELEV. 988.0
SEE PROFILES ON SHEETS CG211 AND CG212.
INSTALL SHEET PILE WALL.
AND CG212.
SHEETS CG211
PROFILES ON
PILE WALL. SEE
INSTALL SHEET
ELEV. 999.5
ELEV. 1037.0
ELEV. 1035.5
CG706.
DETAILS ON SHEET
INSTALL HANDRAIL. SEE
33'
Layer THickness
2.00' New Riprap
Layer Thickness
0.75' New Spalls
Layer Thickness
0.75' New Bedding
Ramp
Access
LC
Ramp
Access
LC
C
Channel
L
LAYER THICKNESS
2.00' NEW RIPRAP
Thickness Layer Bedding 0.75' New
Thickness Layer Spalls 0.75' New
CG303
E R
C G
.D
G N
H W
B /M
E B
D D
M /R
D L
D P
R
B N J
S H
E E
T O
F
T Y
P
IC
A L C
H A
N N
E L S
E C
T
IO
N S
:1
A M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D
| ER12G-002 |
| ER12CG101 |
| ER12CG102 |
| ER12CG201 |
| ER12CG211 |
| ER12CG302 |
| ER12CG303 |
File details come from the government source that posted it. Updated .