Drawings_RTA - Bedrock Maintenance Excavation Florence Bend - W9128F22B0001 .pdf
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- Solicitation number
- W9128F22B0001
About this file
This document provides details of a federal contract solicitation issued by the U.S. Army Corps of Engineers Omaha District. The solicitation is for bedrock material removal services to restore minimum navigation channel dimensions on the Missouri River between river mile 626.4 to 625.0 near Omaha, Nebraska. Small businesses are invited to bid on this project, with bids due by March 3rd, 2022. The scope of work involves removing bedrock to restore channel depth downstream of the I-680 bridge. The construction performance period is 200 calendar days following notice to proceed. The estimated value of this contract is between $5 million and $10 million. Interested parties can find the full solicitation documents posted to SAM.gov.
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US Army Corps of Engineers
Omaha District
MISSOURI RIVER AT FLORENCE BEND NEAR OMAHA, NE
BEDROCK MAINTENANCE EXCAVATION,
ISSUE DATE: FEBRUARY 2022
CONTRACT NO.: W9128F21C00XX
SOLICITATION NO.: W9128F22B0001
ADVERTISEMENT SET
O P
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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D A
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C O
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R A
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N O h tt p
/w w w u s a c e .a rm y .m il
M
A H
A N
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R A
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A
OMAHA DISTRICT
J
K
L
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N
P
A
B
C
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F
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1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
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D .B
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/2
M
IS
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D
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A H
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B R
U A
R Y
W F
B
W
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C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
GARFIELD
WHEELER
VALLEY
DODGE
BURT
LOCATION MAP
NOT TO SCALE
MINNESOTA
SOUTH DAKOTA
NEBRASKA
MISSOURI
IOWA
L
IN
C O
L N
LYON
MURRAY
S A
N B
O R
N
MINOR
KINGSBURY
BROOKINGS
LAKE MOODY
AURORA
D A
V
IS
O N
H A
N S
O N
M C C
O O
K
MINNEHAHA
CHARLES MIX
HUTCHINSON TURNER
L
IN
C O
L N
Y A N
K T O
N
CLAYBOYD U
N
IO
N
HOLT
KNOX
C E D
A R
D A K O
TA
A N T E L O P
E PIERCE
WAYNE
THURSTON
M A D
IS
O N
S T A
N T O
N
CUMING
MARTINJACKSON
NOBLESROCK
COTTON-
WOOD
S T
O N
E
LYON
O
SCEO
LA
DI
CKI
NSO
N
EMMET
K O S S U
TH
HANCOCK
WRIGHT
PALO
ALTO
P O
C A H
O N
TA
S
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M B O
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W E B S
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C A
LH
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U X
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N CLAY
PLYMOUTH
C H E R
O K E E
SAC
IDAWOODBURY
MONONA
CRAWFORD CARROLL
GREENE
BOONE STORY
POLK
DALLAS
A U
D U
B O
N
SHELBY
PO
TT
AW
AT
TA
M
IE
MILLS
F R E
M O
N T
R
IN
G G
O
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HARRISON
BUENA
VISTA
CASS
ADAIR
MADISON
MONT-
GOMERY
ADAMS UNION
TAYLOR
PAGE
NODAWAY
ATCHISON
RI
CHARDSON
PAWNEE
GAGE
JEFFER-
SON
NEMAHA
OTOE
CASS
SARPY
JO
H
N S O
N
NANCE
M E R R
IC
K
H A
M
IL
T O
N
CLAY
F
IL
L M
O R E
SALINE
SEWARD
L A
N C
A S
T E
R
SAUNDERS
BUTLER
WASH-
INGTON
HALL
HOWARD POLK
YORK
DOUGLAS
B O
N
H O
M M
E
P
IP
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W
AT
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W A N
G U T H
R
IE
D
IX
O N
PROJECT LOCATION BOONE
G R E E
LE
Y
DOUGLAS
C O
LF
AXPLATTE
INDEX
D4.24 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)D4.23 mrS0d300 XSection&Profile (300ft).dgn
D4.22 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.21 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.20 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)D4.19 mrS0d300 XSection&Profile (300ft).dgn
D4.18 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.17 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.16 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.15 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.14 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)D4.13 mrS0d300 XSection&Profile (300ft).dgn
D4.12 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.11 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.10 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)D4.09 mrS0d300 XSection&Profile (300ft).dgn
D4.08 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.07 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.06 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)D4.05 mrS0d300 XSection&Profile (300ft).dgn
D4.04 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.03 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D4.02 CROSS SECTIONS SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)D4.01 mrS0d300 XSection&Profile (300ft).dgn
D3.04 PROFILE SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D3.03 PROFILE SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D3.02 PROFILE SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
D3.01 PROFILE SHEETS (OPTION)mrS0d300 XSection&Profile (300ft).dgn
SITE GRADING SHEET (OPTION)D2.06 mrS0d000.dgn
SITE GRADING SHEET (OPTION)D2.05 mrS0d000.dgn
SITE GRADING SHEET (OPTION)D2.04 mrS0d000.dgn
SITE GRADING SHEET (OPTION)D2.03 mrS0d000.dgn
SITE GRADING SHEET (OPTION)D2.02 mrS0d000.dgn
SITE GRADING SHEET (OPTION)D2.01 mrS0d000.dgn
SITE LAYOUT SHEET (OPTION)D1.06 mrS0d000.dgn
SITE LAYOUT SHEET (OPTION)D1.05 mrS0d000.dgn
SITE LAYOUT SHEET (OPTION)D1.04 mrS0d000.dgn
SITE LAYOUT SHEET (OPTION)D1.03 mrS0d000.dgn
SITE LAYOUT SHEET (OPTION)D1.02 mrS0d000.dgn
SITE LAYOUT SHEET (OPTION)D1.01 mrS0d000.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 624)C6.02mrS0b000.dgn
MISSOURI RIVER CONSTRUCTION REFERENCE PLANE (CRP)C6.01mrS0b000.dgn
SITE THEMATIC HEIGHT SHEET (BASIC) C5.06 mrS0c500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC)C5.05 mrS0c500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC)C5.04 mrS0c500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC)C5.03 mrS0c500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC) C5.02 mrS0c500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC)C5.01 mrS0c500.dgn
C4.16 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C4.15 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C4.14 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
CROSS SECTIONS SHEETS (BASIC)C4.13 mrS0c300 XSection&Profile (200ft).dgn
C4.12 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C4.11 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C4.10 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
CROSS SECTIONS SHEETS (BASIC)C4.09 mrS0c300 XSection&Profile (200ft).dgn
C4.08 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C4.07 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C4.06 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
CROSS SECTIONS SHEETS (BASIC)C4.05 mrS0c300 XSection&Profile (200ft).dgn
C4.04 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C4.03 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C4.02 CROSS SECTIONS SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
CROSS SECTIONS SHEETS (BASIC)C4.01 mrS0c300 XSection&Profile (200ft).dgn
C3.04 PROFILE SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C3.03 PROFILE SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C3.02 PROFILE SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
C3.01 PROFILE SHEETS (BASIC)mrS0c300 XSection&Profile (200ft).dgn
SITE GRADING SHEET (BASIC)C2.06 mrS0c000.dgn
SITE GRADING SHEET (BASIC)C2.05 mrS0c000.dgn
SITE GRADING SHEET (BASIC)C2.04 mrS0c000.dgn
SITE GRADING SHEET (BASIC)C2.03 mrS0c000.dgn
SITE GRADING SHEET (BASIC)C2.02 mrS0c000.dgn
SITE GRADING SHEET (BASIC)C2.01 mrS0c000.dgn
SITE LAYOUT SHEET (BASIC)C1.06 mrS0c000.dgn
SITE LAYOUT SHEET (BASIC)C1.05 mrS0c000.dgn
SITE LAYOUT SHEET (BASIC)C1.04 mrS0c000.dgn
SITE LAYOUT SHEET (BASIC)C1.03 mrS0c000.dgn
SITE LAYOUT SHEET (BASIC)C1.02 mrS0c000.dgn
SITE LAYOUT SHEET (BASIC)C1.01 mrS0c000.dgn
C0.01 LAYOUT MAP (BASIC AND OPTION) mrS0b000.dgn
STAGING, ACCESS, DISPOSAL AND CORE SAMPLE MAP (5 OF 5) (BASIC AND OPTION)B0.06mrS0c003_c007.dgn
STAGING, ACCESS, DISPOSAL AND CORE SAMPLE MAP (5 OF 5) (BASIC AND OPTION)B0.05mrS0c003_c007.dgn
STAGING, ACCESS, DISPOSAL AND CORE SAMPLE MAP (4 OF 5) (BASIC AND OPTION)B0.04mrS0c003_c007.dgn
STAGING, ACCESS, DISPOSAL AND CORE SAMPLE MAP (3 OF 5) (BASIC AND OPTION)B0.03mrS0c003_c007.dgn
STAGING, ACCESS, DISPOSAL AND CORE SAMPLE MAP (2 OF 5) (BASIC AND OPTION)B0.02mrS0c003_c007.dgn
STAGING, ACCESS, DISPOSAL AND CORE SAMPLE MAP (1 OF 5) (BASIC AND OPTION)B0.01mrS0c003_c007.dgn
A0.01 LOCATION MAP & INDEX (BASIC AND OPTION) mrS0b000.dgn
- COVER mrS0b000.dgn
SHEET NO. DESCRIPTIONFILENAME
E4.06 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)E4.05 mrS0e300 XSection&Profile (300ft).dgn
E4.04 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.03 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.02 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)E4.01 mrS0e300 XSection&Profile (300ft).dgn
E3.04 PROFILE SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E3.03 PROFILE SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E3.02 PROFILE SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E3.01 PROFILE SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
SITE GRADING SHEET (OPTION)E2.06 mrS0e000.dgn
SITE GRADING SHEET (OPTION)E2.05 mrS0e000.dgn
SITE GRADING SHEET (OPTION)E2.04 mrS0e000.dgn
SITE GRADING SHEET (OPTION)E2.03 mrS0e000.dgn
SITE GRADING SHEET (OPTION)E2.02 mrS0e000.dgn
SITE GRADING SHEET (OPTION)E2.01 mrS0e000.dgn
SITE LAYOUT SHEET (OPTION)E1.06 mrS0e000.dgn
SITE LAYOUT SHEET (OPTION)E1.05 mrS0e000.dgn
SITE LAYOUT SHEET (OPTION)E1.04 mrS0e000.dgn
SITE LAYOUT SHEET (OPTION)E1.03 mrS0e000.dgn
SITE LAYOUT SHEET (OPTION)E1.02 mrS0e000.dgn
SITE LAYOUT SHEET (OPTION)E1.01 mrS0e000.dgn
SITE THEMATIC HEIGHT SHEET (BASIC) D5.06 mrS0e500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC)D5.05 mrS0d500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC)D5.04 mrS0d500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC)D5.03 mrS0d500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC) D5.02 mrS0d500.dgn
SITE THEMATIC HEIGHT SHEET (BASIC)D5.01 mrS0d500.dgn
SHEET NO. DESCRIPTIONFILENAME
SITE THEMATIC HEIGHT SHEET (OPTION)E5.06 mrS0e500.dgn
SITE THEMATIC HEIGHT SHEET (OPTION)E5.05 mrS0e500.dgn
SITE THEMATIC HEIGHT SHEET (OPTION)E5.04 mrS0e500.dgn
SITE THEMATIC HEIGHT SHEET (OPTION)E5.03 mrS0e500.dgn
SITE THEMATIC HEIGHT SHEET (OPTION) E5.02 mrS0e500.dgn
SITE THEMATIC HEIGHT SHEET (OPTION)E5.01 mrS0e500.dgn
E4.27 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.26 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.25 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.24 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)E4.23 mrS0e300 XSection&Profile (300ft).dgn
E4.22 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.21 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.20 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)E4.19 mrS0e300 XSection&Profile (300ft).dgn
E4.18 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.17 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.16 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.15 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.14 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)E4.13 mrS0e300 XSection&Profile (300ft).dgn
E4.12 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.11 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.10 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
CROSS SECTIONS SHEETS (OPTION)E4.09 mrS0e300 XSection&Profile (300ft).dgn
E4.08 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
E4.07 CROSS SECTIONS SHEETS (OPTION)mrS0e300 XSection&Profile (300ft).dgn
SHEET NO. DESCRIPTIONFILENAME
L O
C A
T
IO
N M
A P
I
N D
E X
A0.01
.6
L
.0
S T A
.3
E L 1 .0
S
TA
SLOPE = -0.02%
0+00 0+50 1+00 1+50 2+00 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
935 935
940 940
945 945
950 950
955 955
960 960
965 965
970 970
975 975
.3
.0
.2
.3
.0
.3
.4
.0
.8
.6
.9
.5
.7
.1
.7
.6
.6
.6
.5
.5
.5
.5
.5
.4
.4
.4
.4
.4
.3
.3
14+00 14+50 15+00 15+50 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
935 935
940 940
945 945
950 950
955 955
960 960
965 965
970 970
975 975
.7
.7
.7
.4
.4
.3
.8
.6
.1
.6
.5
.5
.1
.1
.4
.3
.3
.3
.3
.2
.2
.2
.2
.2
.2
.1
.1
.1
.1
.1
.3
.0
S
.1
E L
.0
S
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
THE FLORENCE REEF REMOVAL
PROFILE STATIONS FOR
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
P R
O F
IL
E
S H
E E
T S
C3.012. NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED GRADE.
1. MATERIAL REMOVAL OCCURS IN ALL AREAS WHERE EXISTING GRADE IS ABOVE THE FINISHED GRADE.
NOTES:
28+00 28+50 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 40+50 41+00 41+50 42+00
935 935
940 940
945 945
950 950
955 955
960 960
965 965
970 970
975 975
.4
.5
.1
.3
.3
.3
.4
.5
.7
.8
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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 53+50 54+00 54+50 55+00 55+50 56+00
935 935
940 940
945 945
950 950
955 955
960 960
965 965
970 970
975 975
.7
.6
.9
.9
.6
.1
.2
.4
.1
.8
.2
.7
.6
.2
.6
-0.02%SLOPE =
.8
.8
.7
.7
.7
.7
.7
.7
.6
.6
.6
.6
.6
.5
.5
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.5
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-3
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D B
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D E
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R
IP
T
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N M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
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N O h tt p
/w w w u s a c e .a rm y
A H
A N
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J
K
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B
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1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
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B R
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W F
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F
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X
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B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
THE FLORENCE REEF REMOVAL
PROFILE STATIONS FOR
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
P R
O F
IL
E
S H
E E
T S
C3.022. NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED GRADE.
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 67+00 67+50 68+00 68+50 69+00 69+50 70+00
940 940
945 945
950 950
955 955
960 960
965 965
970 970
975 975
.6
.2
.7
.7
.3
.4
.6
.2
.9
.1
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.9
.9
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.0
.5
.5
.5
.5
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.4
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.3
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.3
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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 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00
935 935
940 940
945 945
950 950
955 955
960 960
965 965
970 970
975 975
.0
.6
.4
.1
.8
.8
.2
.4
.8
.9
.7
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.7
.1
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.3
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.2
.2
.2
.2
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.0
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N N
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D E
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N E
D B
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D E
S C
R
IP
T
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N M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
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J
K
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A
B
C
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1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
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A
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C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
THE FLORENCE REEF REMOVAL
PROFILE STATIONS FOR
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
P R
O F
IL
E
S H
E E
T S
C3.03
2. NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED GRADE.
84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00
940 940
945 945
950 950
955 955
960 960
965 965
970 970
975 975
.8
.5
.2
.2
.3
.3
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.0
.9
.9
.9
.9
.0
.0
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.9
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S
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M R
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-3
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N N
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F
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A M
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D W
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D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
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P L
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N A
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R A
C T
N O h tt p
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A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
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A
B
C
D
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F
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1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
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.1 X
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R A
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A R
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A H
A
B R
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W F
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F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
THE FLORENCE REEF REMOVAL
PROFILE STATIONS FOR
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
P R
O F
IL
E
S H
E E
T S
C3.042. NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED GRADE.
.5
.0
O
.5
.0
O
.9
E
L .0
O
STA 3+75.00
150 100 50 0 50 100 150 200 250 950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.5
O
STA 4+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.5
O
.5
E
L .0
O
STA 4+50.00
950 950
955 955
960 960
965 965
Florence - Horiz
.5
O
STA 5+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.5
O
.5
.0
O
.7
E
L .0
O
STA 5+50.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.5
O
STA 6+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
B A
S
IC
M R
P M
R
-3
S O
L
IC
IT
A
T
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N N
O
F
IL
E N
A M
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D W
N B
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C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
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B Y
P L
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N A
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D A
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R A
C T
N O h tt p
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A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
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A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
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C .J
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D .B
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.1 X
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IV
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X
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A
IN
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N A
N C
E E
X C
A V
A T
IO
N
C R
O S
S S
E C
T
IO
N S
C4.01
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
.5
O
.5
E
L .0
O
STA 6+50.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.5
O
.5
.0
O
.2
E
L .0
O
STA 7+00.00
945 945
950 950
955 955
960 960
965 965
Florence - Horiz
.5
O
STA 7+50.00
945 945
950 950
955 955
960 960
965 965
Florence - Horiz
.4
O
.4
.0
O
.2
E
L .2
O
STA 8+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.4
O
.4
E
L .0
O
STA 8+50.00
950 950
955 955
960 960
965 965
Florence - Horiz
.4
O
STA 9+00.00
950 950
955 955
960 960
965 965
Florence - Horiz
.4
O
.4
.0
O
.1
E
L
.0
O
STA 9+50.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
B A
S
IC
M R
P M
R
-3
S O
L
IC
IT
A
T
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N N
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F
IL
E N
A M
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D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
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A L
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P L
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A
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IN
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D
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T R
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D E
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N A
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D A
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C O
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R A
C T
N O h tt p
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A H
A N
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R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
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A
B
C
D
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F
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1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
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R .G
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X
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B E
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A
IN
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N A
N C
E E
X C
A V
A T
IO
N
C R
O S
S S
E C
T
IO
N S
C4.02
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
.4
O
.4
.0
O
.6
E
L .0
O
STA 10+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.4
O
.4
.0
O
.5
E
L .1
O
STA 10+50.00
955 955
960 960
965 965
970 970
Florence - Horiz
.4
O
.4
.0
O
.7
E
L .0
O
STA 11+00.00
955 955
960 960
965 965
970 970
Florence - Horiz
.4
O
.4
.0
O
.1
E
L .0
O
STA 11+50.00
960 960
965 965
970 970
Florence - Horiz
.4
O
.4
.0
O F F .4
.0
O
.9
E
L .1
O
.7
E
L .0
O
STA 12+00.00
960 960
965 965
970 970
Florence - Horiz
.4
O
.4
.0
O
.4
E
L .0
O
.9
E
L .1
O
STA 12+50.00
960 960
965 965
970 970
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.0
E
L .2
O
.3
E
L .1
O
STA 13+00.00
960 960
965 965
970 970
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.4
E
L .2
O
.6
E
L .1
O
STA 13+50.00
960 960
965 965
970 970
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.9
E
L
.2
O
.0
E
L .1
O
STA 14+00.00
960 960
965 965
970 970
Florence - Horiz
B A
S
IC
M R
P M
R
-3
S O
L
IC
IT
A
T
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N N
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F
IL
E N
A M
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D W
N B
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C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
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D A
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IN
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N A
P P
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D A
T E
C O
N T
R A
C T
N O h tt p
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A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
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A
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F
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1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
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R .G
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C .J
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D .B
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.1 X
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A R
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A H
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X
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B E
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IN
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N A
N C
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X C
A V
A T
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N
C R
O S
S S
E C
T
IO
N S
C4.03
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
.3
O
.3
.0
O F F .3
.0
O
.7
E
L .2
O
.5
E
L .1
O
STA 14+50.00
960 960
965 965
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.2
E
L .1
O
.5
E
L .1
O
STA 15+00.00
960 960
965 965
970 970
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.6
E
L
.1
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F
.9
E
L .1
O
STA 15+50.00
960 960
965 965
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.8
E
L
.2
O
.9
E
L .1
O
STA 16+00.00
960 960
965 965
970 970
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.8
E
L
.2
O
.3
E
L .1
O
STA 16+50.00
955 955
960 960
965 965
Florence - Horiz .3
O
.3
.0
O F F .3
.0
O
.3
E
L .1
O
F F
.2
E
L .1
O
STA 17+00.00
960 960
965 965
970 970
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.9
E
L .2
O
.2
E
L .1
O
STA 17+50.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O
.2
.0
O
.7
E
L .2
O
.2
E
L .1
O
STA 18+00.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O
.2
E
L .0
O
.8
E
L .1
O
STA 18+50.00
960 960
965 965
Florence - Horiz
.2
O
.2
.0
O
.2
E
L .0
O
.3
E
L .1
O
STA 19+00.00
960 960
965 965
970 970
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
C R
O S
S S
E C
T
IO
N S
C4.04
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
.2
O
.2
.0
O F F .2
.0
O
.7
E
L .2
O
.6
E
L .0
O
STA 19+50.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O
.2
E
L .0
O
.7
E
L .1
O
STA 20+00.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O F F .2
.0
O
.8
E
L .1
O
.3
E
L
.0
O
STA 20+50.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O F F .2
.0
O
.7
E
L .1
O
.2
E
L .0
O
STA 21+00.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O F F .2
.0
O
.5
E
L
.1
O F
F .5
E
L
.1
O
STA 21+50.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O F F .2
.0
O
.0
E
L .0
O
.8
E
L .0
O
STA 22+00.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O F F .2
.0
O
.8
E
L .0
O
.2
E
L .0
O
STA 22+50.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O
.2
E
L .0
O
.0
E
L .0
O
STA 23+00.00
960 960
965 965
970 970
Florence - Horiz
.1
O
.1
.0
O
.1
E
L .0
O
.6
E
L
.0
O
STA 23+50.00
960 960
965 965
970 970
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
C R
O S
S S
E C
T
IO
N S
C4.05
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
.1
O
.1
.0
O
.4
E
L .1
O
STA 24+00.00
960 960
965 965
970 970
Florence - Horiz
.1
O
.1
.0
O
.7
E
L .0
O
STA 24+50.00
955 955
960 960
965 965
970 970
Florence - Horiz
.1
O
.1
E
L .0
O
STA 25+00.00
955 955
960 960
965 965
970 970
Florence - Horiz
.1
O
.1
.0
O
.8
E
L .0
O
STA 25+50.00
955 955
960 960
965 965
Florence - Horiz
.1
O
.1
.0
O
.5
E
L .0
O
STA 26+00.00
955 955
960 960
965 965
970 970
Florence - Horiz
.1
O
.1
E
L .0
O
STA 26+50.00
955 955
960 960
965 965
970 970
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
C R
O S
S S
E C
T
IO
N S
C4.06
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
TO STA 36+00).
OCCURS IN AREAS WHERE NO REMOVAL IS REQUIRED (STA 26+50
CENTERLINE ALIGNMENT. GAP IN CROSS SECTION STATIONING
CROSS SECTIONS PROVIDED AT 50 FOOT INTERVAL ALONG
NOTE:
.9
O
.9
E
L .0
O
STA 37+50.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.9
O
STA 38+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.9
O
STA 38+50.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
.8
E
L .0
O
STA 39+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
.8
.0
O
.1
E
L .0
O
STA 39+50.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
STA 40+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N
C4.07
.8
O
.8
E
L .0
O
STA 40+50.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
STA 41+00.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
.8
.0
O
.9
E
L
.0
O
STA 41+50.00
950 950
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
.8
.0
O
.3
E
L .0
O
STA 42+00.00
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
.8
.0
O
.0
E
L .0
O
STA 42+50.00
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
.8
.0
O
.9
E
L .1
O
STA 43+00.00
955 955
960 960
965 965
970 970
Florence - Horiz
.8
O
.8
.0
O
.2
E
L .1
O
STA 43+50.00
955 955
960 960
965 965
970 970
Florence - Horiz
.7
O
.7
.0
O
.5
E
L .0
O
STA 44+00.00
955 955
960 960
965 965
970 970
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N
C4.08
.7
O
.7
E
L .0
O
STA 44+50.00
955 955
960 960
965 965
Florence - Horiz
.7
O
.7
E
L .0
O
STA 45+00.00
955 955
960 960
965 965
Florence - Horiz
.7
O
STA 45+50.00
955 955
960 960
965 965
Florence - Horiz
.7
O
.7
.0
O
.3
E
L .0
O
STA 46+00.00
955 955
960 960
965 965
Florence - Horiz
.7
O
.7
.0
O
.6
E
L .0
O
STA 46+50.00
955 955
960 960
965 965
Florence - Horiz
.7
O
.7
.0
O
.8
E
L
.0
O
STA 47+00.00
955 955
960 960
965 965
Florence - Horiz
.7
O
STA 47+50.00
955 955
960 960
965 965
Florence - Horiz
.7
O
.7
E
L .0
O
STA 48+00.00
955 955
960 960
965 965
970 970
Florence - Horiz
.7
O
.7
.0
O
.9
E
L .1
O
STA 48+50.00
955 955
960 960
965 965
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N
C4.09
.7
O
.7
.0
O
.9
E
L .0
O
STA 49+00.00
955 955
960 960
965 965
Florence - Horiz
.6
O
.6
.0
O
.1
E
L .0
O
STA 49+50.00
955 955
960 960
965 965
Florence - Horiz
.6
O
.6
E
L .0
O
STA 50+00.00
955 955
960 960
965 965
Florence - Horiz
.6
O
.6
E
L .0
O
STA 50+50.00
955 955
960 960
965 965
Florence - Horiz
.6
O
.6
.0
O
.3
E
L .1
O
STA 51+00.00
955 955
960 960
965 965
Florence - Horiz
.6
O
.6
.0
O
.6
E
L .2
O
STA 51+50.00
955 955
960 960
965 965
Florence - Horiz
.6
O
.6
.0
O F F .6
E
L .0
O
.7
E
L .2
O
STA 52+00.00
955 955
960 960
965 965
Florence - Horiz
.6
O
F F
.6
.0
O
.2
E
L .2
O
STA 52+50.00
955 955
960 960
965 965
Florence - Horiz
.6
O
.6
.0
O
.6
E
L .0
O
.6
E
L .1
O
STA 53+00.00
955 955
960 960
965 965
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
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N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N
C4.10
.6
O
.6
.0
O
.6
E
L .0
O
.2
E
L .1
O
STA 53+50.00
955 955
960 960
965 965
Florence - Horiz
.6
O
.6
.0
O
.6
E
L .0
O
.4
E
L .1
O
STA 54+00.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
.0
O
.5
E
L .0
O
.4
E
L .1
O
STA 54+50.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
.0
O
.5
E
L .0
O
.1
E
L .1
O
STA 55+00.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
.0
O
.5
E
L .0
O
.5
E
L .0
O
STA 55+50.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
.0
O
.5
E
L .0
O
.3
E
L .0
O
STA 56+00.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
.0
O
.5
E
L .0
O
.9
E
L .0
O
STA 56+50.00
955 955
960 960
965 965
Florence - Horiz
.5
O
STA 57+00.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
E
L .0
O
STA 57+50.00
955 955
960 960
965 965
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N
C4.11
.5
O
STA 58+00.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
.0
O
.5
E
L .0
O
.3
E
L .0
O
STA 58+50.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
.0
O
.0
E
L .1
O
STA 59+00.00
955 955
960 960
965 965
Florence - Horiz
.5
O
.5
.0
O
.4
E
L .1
O
STA 59+50.00
955 955
960 960
965 965
Florence - Horiz
.4
O
.4
.0
O
.7
E
L .1
O
STA 60+00.00
955 955
960 960
965 965
Florence - Horiz
.4
O
.4
.0
O
.9
E
L
.2
O
STA 60+50.00
955 955
960 960
965 965
Florence - Horiz
.4
O
.4
E
L .0
O
STA 61+00.00
955 955
960 960
965 965
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N S
C4.12
(STA 61+00 TO STA 66+50).
OCCURS IN AREAS WHERE NO REMOVAL IS REQUIRED
CENTERLINE ALIGNMENT. GAP IN CROSS SECTION STATIONING
CROSS SECTIONS PROVIDED AT 50 FOOT INTERVAL ALONG
.3
O
.3
.0
O
.8
E
L .0
O
STA 66+50.00
955 955
960 960
965 965
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.8
E
L .0
O
.5
E
L
.0
O
STA 67+00.00
955 955
960 960
965 965
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.6
E
L .0
O
.5
E
L .1
O
STA 67+50.00
955 955
960 960
965 965
Florence - Horiz
.3
O
.3
E
L .0
O
F F
.3
E
L .0
O
STA 68+00.00
955 955
960 960
965 965
Florence - Horiz
.3
O
.3
E
L .0
O
.3
.0
O
.7
E
L .1
O
STA 68+50.00
955 955
960 960
965 965
Florence - Horiz
.3
O
.3
E
L .0
O
.3
.0
O
.6
E
L
.1
O
STA 69+00.00
955 955
960 960
965 965
Florence - Horiz
.3
O
.3
.0
O F F .3
.0
O
.3
E
L .0
O
.0
E
L .0
O
STA 69+50.00
955 955
960 960
965 965
Florence - Horiz
.3
O
.3
E
L .0
O
.3
.0
O
.0
E
L .0
O
STA 70+00.00
955 955
960 960
965 965
Florence - Horiz
.2
O
.2
E
L .0
O
F F
.2
E
L .0
O
STA 70+50.00
955 955
960 960
965 965
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N
C4.13
.2
O
.2
.0
O
.2
E
L .0
O
.7
E
L .0
O
STA 71+00.00
955 955
960 960
965 965
Florence - Horiz
.2
O
.2
E
L .0
O
.2
.0
O F F
.3
E
L .0
O
STA 71+50.00
955 955
960 960
Florence - Horiz
.2
O
.2
E
L .0
O
.2
.0
O
.5
E
L
.1
O
STA 72+00.00
955 955
960 960
965 965
Florence - Horiz .2
O
.2
.0
O
.2
E
L .0
O
.8
E
L .0
O
STA 72+50.00
955 955
960 960
965 965
Florence - Horiz
.2
O
.2
E
L .0
O
F F
.2
E
L .0
O
STA 73+00.00
955 955
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O
.2
E
L .0
O
.9
E
L .0
O
STA 73+50.00
960 960
965 965
970 970
Florence - Horiz
.2
O
.2
.0
O
.2
E
L .0
O
.6
E
L .0
O
STA 74+00.00
955 955
960 960
965 965
Florence - Horiz
.2
O
.2
.0
O F F .2
.0
O
.5
E
L .1
O
.4
E
L .0
O
STA 74+50.00
960 960
965 965
Florence - Horiz
.2
O
.2
E
L .0
O
.2
.0
O
.0
E
L .0
O
STA 75+00.00
960 960
965 965
Florence - Horiz
.1
O
.1
E
L .0
O
.1
.0
O
.4
E
L .1
O
STA 75+50.00
955 955
960 960
965 965
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N
C4.14
.1
O
.1
E
L .0
O
.1
.0
O
.3
E
L .1
O
STA 76+00.00
955 955
960 960
965 965
Florence - Horiz
.1
O
.1
E
L .0
O
.1
.0
O
.7
E
L .1
O
STA 76+50.00
955 955
960 960
965 965
Florence - Horiz
.1
O
.1
E
L .0
O
STA 77+00.00
955 955
960 960
965 965
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
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D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N S
C4.15
OCCURS IN AREAS WHERE NO REMOVAL IS REQUIRED (STA 77+00 TO STA 84+00).
CROSS SECTIONS PROVIDED AT 50 FOOT INTERVAL ALONG CENTERLINE ALIGNMENT. GAP IN CROSS SECTION STATIONING
.0
O
.0
.0
O
.2
E
L .0
O
STA 84+00.00
950 950
955 955
960 960
965 965
Florence - Horiz
.0
O
.0
.0
O
.8
E
L .0
O
STA 84+50.00
950 950
955 955
960 960
965 965
Florence - Horiz
.0
O
STA 85+00.00
950 950
955 955
960 960
965 965
Florence - Horiz
.0
O
STA 85+50.00
950 950
955 955
960 960
965 965
Florence - Horiz
.9
O
STA 86+00.00
950 950
955 955
960 960
965 965
Florence - Horiz
.9
O
STA 86+50.00
950 950
955 955
960 960
965 965
Florence - Horiz
.9
O
.9
E
L .0
O
STA 86+90.00
950 950
955 955
960 960
965 965
Florence - Horiz
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
FINISHED GRADE
EXISTING GRADE
REEF REMOVAL AREA
THE FLORENCE
STATIONS FOR
CROSS SECTION
SCALE . INCH FEET=1 5
5' 5'
050' 50'
50SCALE . INCH FEET=1
SCALE:
HORIZ. 1 INCH = 50 FEET
VERT. 1 INCH = 5 FEET
C R
O S
S S
E C
T
IO
N
C4.16
IT
E T
H E
M A
T
IC
H E
IG
H
T L
A Y
O U
T S
H E
E T
C5.01
- 0.5 FT
- 1.5 FT
- 2.0 FT
- 1.0 FT
- 0.0 FT
- 2.5 FT
- 3.0 FT
- 3.5 FT
- 4.0 FT
- 4.5 FT
- >5 FTLEGEND:
050' 50'
50SCALE.
INCH FEET=1
NOTES:
OF MISSOURI RIVER FLOW VARIABILITY, STAGE-FLOW VARIATION, AND DATA SOURCES.
AND NORMAL STAGE FLUCTATION ON THE MISSOURI RIVER OF 1 FEET OR MORE. REFER TO SHEET C6.02 FOR A DESCRIPTION
6) WORKING DEPTH WILL BE AFFECTED BY MANY FACTORS INCLUDING VARIABILITY IN SHIP SQUAT, BEDLOAD, RIVER SLOPE, OF 25,000 CFS CORRELATES TO AN OMAHA GAGE HEIGHT OF 11.7 WHICH IS 3.4 FEET BELOW CRP.
5) FOR CONTRACTOR PURPOSES TO ESTIMATE WORKING DEPTH, ESTIMATED WATER LEVEL AT THE MINIMUM SERVICE LEVEL
4) THE ZERO REMOVAL DEPTH FOR THE BASE 200 FT REMOVAL AREA CORRELATES TO 13.4 FEET BELOW CRP.
NOT PERMITTED.
GRADE. CONTRACTOR OPERATIONS TO DISPLACE EXCAVATED MATERIAL INTO GREATER DEPTH AREAS ARE
3) NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED
2) MATERIAL REMOVAL OCCURS IN ALL AREAS WHERE EXISTING GRADE IS ABOVE THE FINISHED GRADE.
ELEVATIONS AT THE TIME OF SURVEY OCT 2021.
1) COLOR SHADED REMOVAL DEPTHS PROVIDES APPROXIMATE INFORMATION REGARDING EXISTING BED
STRUCTURE
EXISTING RIVER
670.50
A B
O V
E E
X C
A V
A T
IO
N
P L
A N
E E
X
IS
T
IN
G B
E D
E L
E V
A T
IO
N
RIVER MILES670.50
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
200-FOOT EXCAVATION LIMIT LINE
200-FOOT EXCAVATION LIMIT LINE
0 1 0 1 0 1
0671.30
.6
.7
.5
.4
.3
E T
H E
M A
T
IC
H E
IG
H
T L
A Y
O U
T S
H E
E T
C5.02
- 0.5 FT
- 1.5 FT
- 2.0 FT
- 1.0 FT
- 0.0 FT
- 2.5 FT
- 3.0 FT
- 3.5 FT
- 4.0 FT
- 4.5 FT
- >5 FTLEGEND:
050' 50'
50SCALE.
INCH FEET=1
OF MISSOURI RIVER FLOW VARIABILITY, STAGE-FLOW VARIATION, AND DATA SOURCES.
AND NORMAL STAGE FLUCTATION ON THE MISSOURI RIVER OF 1 FEET OR MORE. REFER TO SHEET C6.02 FOR A DESCRIPTION
6) WORKING DEPTH WILL BE AFFECTED BY MANY FACTORS INCLUDING VARIABILITY IN SHIP SQUAT, BEDLOAD, RIVER SLOPE, OF 25,000 CFS CORRELATES TO AN OMAHA GAGE HEIGHT OF 11.7 WHICH IS 3.4 FEET BELOW CRP.
5) FOR CONTRACTOR PURPOSES TO ESTIMATE WORKING DEPTH, ESTIMATED WATER LEVEL AT THE MINIMUM SERVICE LEVEL
4) THE ZERO REMOVAL DEPTH FOR THE BASE 200 FT REMOVAL AREA CORRELATES TO 13.4 FEET BELOW CRP.
NOT PERMITTED.
GRADE. CONTRACTOR OPERATIONS TO DISPLACE EXCAVATED MATERIAL INTO GREATER DEPTH AREAS ARE
3) NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED
2) MATERIAL REMOVAL OCCURS IN ALL AREAS WHERE EXISTING GRADE IS ABOVE THE FINISHED GRADE.
ELEVATIONS AT THE TIME OF SURVEY OCT 2021.
1) COLOR SHADED REMOVAL DEPTHS PROVIDES APPROXIMATE INFORMATION REGARDING EXISTING BED
NOTES:
STRUCTURE
EXISTING RIVER
670.50
A B
O V
E E
X C
A V
A T
IO
N
P L
A N
E
E X
IS
T
IN
G
B E
D E
L E
V A
T
IO
N
RIVER MILES670.50
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
200-FOOT EXCAVATION LIMIT LINE
200-FOOT EXCAVATION LIMIT LINE
670.55
.3
.5
.0
.2
.1
E T
H E
M A
T
IC
H E
IG
H
T L
A Y
O U
T S
H E
E T
C5.03
- 0.5 FT
- 1.5 FT
- 2.0 FT
- 1.0 FT
- 0.0 FT
- 2.5 FT
- 3.0 FT
- 3.5 FT
- 4.0 FT
- 4.5 FT
- >5 FTLEGEND:
050' 50'
50SCALE.
INCH FEET=1
SHEET C6.02 FOR A DESCRIPTION OF MISSOURI RIVER FLOW VARIABILITY, STAGE-FLOW VARIATION, AND DATA SOURCES.
RIVER SLOPE, AND NORMAL STAGE FLUCTATION ON THE MISSOURI RIVER OF 1 FEET OR MORE. REFER TO
6) WORKING DEPTH WILL BE AFFECTED BY MANY FACTORS INCLUDING VARIABILITY IN SHIP SQUAT, BEDLOAD, SERVICE LEVEL OF 25,000 CFS CORRELATES TO AN OMAHA GAGE HEIGHT OF 11.7 WHICH IS 3.4 FEET BELOW CRP.
5) FOR CONTRACTOR PURPOSES TO ESTIMATE WORKING DEPTH, ESTIMATED WATER LEVEL AT THE MINIMUM
4) THE ZERO REMOVAL DEPTH FOR THE BASE 200 FT REMOVAL AREA CORRELATES TO 13.4 FEET BELOW CRP.
NOT PERMITTED.
GRADE. CONTRACTOR OPERATIONS TO DISPLACE EXCAVATED MATERIAL INTO GREATER DEPTH AREAS ARE
3) NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED
2) MATERIAL REMOVAL OCCURS IN ALL AREAS WHERE EXISTING GRADE IS ABOVE THE FINISHED GRADE.
ELEVATIONS AT THE TIME OF SURVEY OCT 2021.
1) COLOR SHADED REMOVAL DEPTHS PROVIDES APPROXIMATE INFORMATION REGARDING EXISTING BED
NOTES:
STRUCTURE
EXISTING RIVER
670.50
A B
O V
E E
X C
A V
A T
IO
N
P L
A N
E
E X
IS
T
IN
G
B E
D E
L E
V A
T
IO
N
670.50 RIVER MILES
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
200-FOOT EXCAVATION LIMIT LINE
200-FOOT EXCAVATION LIMIT LINE
0 3
.2
.3
.0
.9 6
.8
E T
H E
M A
T
IC
H E
IG
H
T L
A Y
O U
T S
H E
E T
C5.04
- 0.5 FT
- 1.5 FT
- 2.0 FT
- 1.0 FT
- 0.0 FT
- 2.5 FT
- 3.0 FT
- 3.5 FT
- 4.0 FT
- 4.5 FT
- >5 FTLEGEND:
050' 50'
50SCALE.
INCH FEET=1
OF MISSOURI RIVER FLOW VARIABILITY, STAGE-FLOW VARIATION, AND DATA SOURCES.
AND NORMAL STAGE FLUCTATION ON THE MISSOURI RIVER OF 1 FEET OR MORE. REFER TO SHEET C6.02 FOR A DESCRIPTION
6) WORKING DEPTH WILL BE AFFECTED BY MANY FACTORS INCLUDING VARIABILITY IN SHIP SQUAT, BEDLOAD, RIVER SLOPE, OF 25,000 CFS CORRELATES TO AN OMAHA GAGE HEIGHT OF 11.7 WHICH IS 3.4 FEET BELOW CRP.
5) FOR CONTRACTOR PURPOSES TO ESTIMATE WORKING DEPTH, ESTIMATED WATER LEVEL AT THE MINIMUM SERVICE LEVEL
4) THE ZERO REMOVAL DEPTH FOR THE BASE 200 FT REMOVAL AREA CORRELATES TO 13.4 FEET BELOW CRP.
NOT PERMITTED.
GRADE. CONTRACTOR OPERATIONS TO DISPLACE EXCAVATED MATERIAL INTO GREATER DEPTH AREAS ARE
3) NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED
2) MATERIAL REMOVAL OCCURS IN ALL AREAS WHERE EXISTING GRADE IS ABOVE THE FINISHED GRADE.
ELEVATIONS AT THE TIME OF SURVEY OCT 2021.
1) COLOR SHADED REMOVAL DEPTHS PROVIDES APPROXIMATE INFORMATION REGARDING EXISTING BED
NOTES:
STRUCTURE
EXISTING RIVER
670.50
A B
O V
E E
X C
A V
A T
IO
N
P L
A N
E
E X
IS
T
IN
G
B E
D E
L E
V A
T
IO
N
670.50 RIVER MILES
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
200-FOOT EXCAVATION LIMIT L
INE
200-FOOT EXCAVATION LIMIT L
INE
670.30
.0
.7
5.
5.
E T
H E
M A
T
IC
H E
IG
H
T L
A Y
O U
T S
H E
E T
C5.05
- 0.5 FT
- 1.5 FT
- 2.0 FT
- 1.0 FT
- 0.0 FT
- 2.5 FT
- 3.0 FT
- 3.5 FT
- 4.0 FT
- 4.5 FT
- >5 FTLEGEND:
050' 50'
50SCALE.
INCH FEET=1
OF MISSOURI RIVER FLOW VARIABILITY, STAGE-FLOW VARIATION, AND DATA SOURCES.
AND NORMAL STAGE FLUCTATION ON THE MISSOURI RIVER OF 1 FEET OR MORE. REFER TO SHEET C6.02 FOR A DESCRIPTION
6) WORKING DEPTH WILL BE AFFECTED BY MANY FACTORS INCLUDING VARIABILITY IN SHIP SQUAT, BEDLOAD, RIVER SLOPE, OF 25,000 CFS CORRELATES TO AN OMAHA GAGE HEIGHT OF 11.7 WHICH IS 3.4 FEET BELOW CRP.
5) FOR CONTRACTOR PURPOSES TO ESTIMATE WORKING DEPTH, ESTIMATED WATER LEVEL AT THE MINIMUM SERVICE LEVEL
4) THE ZERO REMOVAL DEPTH FOR THE BASE 200 FT REMOVAL AREA CORRELATES TO 13.4 FEET BELOW CRP.
NOT PERMITTED.
GRADE. CONTRACTOR OPERATIONS TO DISPLACE EXCAVATED MATERIAL INTO GREATER DEPTH AREAS ARE
3) NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED
2) MATERIAL REMOVAL OCCURS IN ALL AREAS WHERE EXISTING GRADE IS ABOVE THE FINISHED GRADE.
ELEVATIONS AT THE TIME OF SURVEY OCT 2021.
1) COLOR SHADED REMOVAL DEPTHS PROVIDES APPROXIMATE INFORMATION REGARDING EXISTING BED
NOTES:
A B
O V
E E
X C
A V
A T
IO
N
P L
A N
E
E X
IS
T
IN
G
B E
D E
L E
V A
T
IO
N
STRUCTURE
EXISTING RIVER
670.50
670.50 RIVER MILES
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
200-FOOT EXCAVATION LIMIT LINE
200-FOOT EXCAVATION LIMIT LINE
.4
.3
.2
E T
H E
M A
T
IC
H E
IG
H
T L
A Y
O U
T S
H E
E T
C5.06
- 0.5 FT
- 1.5 FT
- 2.0 FT
- 1.0 FT
- 0.0 FT
- 2.5 FT
- 3.0 FT
- 3.5 FT
- 4.0 FT
- 4.5 FT
- >5 FT
LEGEND:
050' 50'
50SCALE.
INCH FEET=1
OF MISSOURI RIVER FLOW VARIABILITY, STAGE-FLOW VARIATION, AND DATA SOURCES.
AND NORMAL STAGE FLUCTATION ON THE MISSOURI RIVER OF 1 FEET OR MORE. REFER TO SHEET C6.02 FOR A DESCRIPTION
6) WORKING DEPTH WILL BE AFFECTED BY MANY FACTORS INCLUDING VARIABILITY IN SHIP SQUAT, BEDLOAD, RIVER SLOPE, OF 25,000 CFS CORRELATES TO AN OMAHA GAGE HEIGHT OF 11.7 WHICH IS 3.4 FEET BELOW CRP.
5) FOR CONTRACTOR PURPOSES TO ESTIMATE WORKING DEPTH, ESTIMATED WATER LEVEL AT THE MINIMUM SERVICE LEVEL
4) THE ZERO REMOVAL DEPTH FOR THE BASE 200 FT REMOVAL AREA CORRELATES TO 13.4 FEET BELOW CRP.
NOT PERMITTED.
GRADE. CONTRACTOR OPERATIONS TO DISPLACE EXCAVATED MATERIAL INTO GREATER DEPTH AREAS ARE
3) NO BACKFILL OF MATERIAL IS ALLOWED WITHIN AREAS WHERE EXISTING GRADE IS BELOW THE FINISHED
2) MATERIAL REMOVAL OCCURS IN ALL AREAS WHERE EXISTING GRADE IS ABOVE THE FINISHED GRADE.
ELEVATIONS AT THE TIME OF SURVEY OCT 2021.
1) COLOR SHADED REMOVAL DEPTHS PROVIDES APPROXIMATE INFORMATION REGARDING EXISTING BED
NOTES:
STRUCTURE
EXISTING RIVER
670.50
A B
O V
E E
X C
A V
A T
IO
N
P L
A N
E
E X
IS
T
IN
G
B E
D E
L E
V A
T
IO
N
670.50 RIVER MILES
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S K
A
OMAHA DISTRICT
J
K
L
M
N
P
A
B
C
D
E
F
G
H
1 2 3 10 11 12 13 14 15 164 5 6 7 8 9 17 18 19 20
R .G
.P
R .G
.P
C .J
.S
D .B
.P
.1 X
.1 i n
/2
/2
M
IS
S O
U R
I R
IV
E
R A
T F
L O
R E
N C
E B
E
A R
O M
A H
A
B R
U A
R Y
W F
B
F
C
X
X
B E
D R
O C
K M
A
IN
T E
N A
N C
E E
X C
A V
A T
IO
N
200-FOOT EXCAVATION LIMI
T LINE
200-FOOT EXCAVATION LIMI
T LINE
.0
.1
P
T
IO
N A
N D
B A
S
IC
M R
P M
R
-3
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 M
A R
K A
P P
R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E
E R
S
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T
N O h tt p
/w w w u s a c e .a rm y
A H
A N
E B
R A
S…
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