R562-step-1-Plans_Vol2.pdf
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- Attached to
- Missouri River Levee R-562 Repair
- Solicitation number
- W9128F25BA001
About this file
This file is a detailed design plan (Volume 2) for the Missouri River Levee System Unit R-562 PL 84-99 Rehabilitation Project, prepared by the U.S. Army Corps of Engineers Omaha District. The comprehensive 27-sheet design document covers extensive levee repair work spanning Otoe and Nemaha Counties, Nebraska, with specific focus on addressing flood damage through multiple rehabilitation strategies including breach repairs, critical section loss restoration, riverside and landside slope repairs, relief well rehabilitation, and drainage structure replacements.
The design plans include intricate technical specifications for various repair sections, with detailed cross-sections and profiles documenting proposed earthwork, including approximately 170,000 cubic yards of underwater fill, 500,000 cubic yards of cohesive fill, and 90,000 tons of riprap placement. The project involves complex engineering interventions across multiple stations, with specific attention to areas like Breach A, Breach B, Breach C, and Buck Creek, utilizing precise grading, compaction, and erosion control techniques. The design is marked as a 95% design QC review document, indicating it is near-final technical documentation for the rehabilitation project.
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D S of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
MISSOURI RIVER BASIN
MISSOURI RIVER LEVEE UNIT R-562
PL 84-99 REHABILITATION PROJECT
PERU, NEBRASKA
W9128F25BA001
ZXXXXXXXXXXXXX
MARCH 2025
VOLUME #2
OMAHA DISTRICT
STEP ONE
DESIGN PLANS
DESCRIPTIONSHEET NO.DRAWING CODEDESIGN FILE
GENERAL
CIVIL / GEOTECHNICAL
DESCRIPTIONSHEET NO.DRAWING CODEDESIGN FILE
INDEX LEGEND:
C
G
R
S
CIVIL ENGINEERING
REFERENCE (FOR INFORMATION ONLY)
STRUCTURAL ENGINEERING
1. SHEET NUMBERS:
2. DISCIPLINE CODES:
CF101
SHEET REFERENCE NUMBER
GENERAL
OPTIONAL DESIGNATOR (F = FLOOD CONTROL)
(SEE ERDC/ITL TR-19-7 FOR CAD STANDARDS)
DISCIPLINE CODE (STRUC., GEOT., CIVIL, ETC.)
GEOTECHNICAL ENGINEERING
MR00104G-005.DGN
MR00104G-004.DGN
MR00104G-003.DGN
MR00104G-002.DGN
MR00104G-001.DGN
G-005
G-004
G-003
G-002
G-001
B
INDEX SHEET 2 OF 2
INDEX SHEET 1 OF 2
LEGEND
ABBREVIATIONS
COVER
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR00104CF-320.DGN
MR00104CF-319.DGN
MR00104CF-318.DGN
MR00104CF-317.DGN
MR00104CF-316.DGN
MR00104CF-315.DGN
MR00104CF-314.DGN
MR00104CF-313.DGN
MR00104CF-312.DGN
MR00104CF-311.DGN
MR00104CF-310.DGN
MR00104CF-309.DGN
MR00104CF-308.DGN
MR00104CF-307.DGN
MR00104CF-306.DGN
MR00104CF-305.DGN
MR00104CF-304.DGN
MR00104CF-303.DGN
MR00104CF-302.DGN
MR00104CF-301.DGN
MR00104CF-300.DGN
MR00104CF-272.DGN
MR00104CF-271.DGN
MR00104CF-270.DGN
MR00104CF-269.DGN
MR00104CF-268.DGN
MR00104CF-267.DGN
MR00104CF-266.DGN
MR00104CF-265.DGN
MR00104CF-264.DGN
MR00104CF-263A.DGN
MR00104CF-263.DGN
MR00104CF-262.DGN
MR00104CF-261.DGN
MR00104CF-260.DGN
MR00104CF-258.DGN
MR00104CF-257.DGN
MR00104CF-256.DGN
MR00104CF-255.DGN
MR00104CF-254.DGN
MR00104CF-253.DGN
MR00104CF-252.DGN
MR00104CF-251.DGN
MR00104CF-250.DGN
MR00104CF-227.DGN
MR00104CF-226.DGN
MR00104CF-225.DGN
MR00104CF-224.DGN
MR00104CF-223.DGN
MR00104CF-222.DGN
MR00104CF-221.DGN
MR00104CF-220.DGN
MR00104CF-208.DGN
MR00104CF-207.DGN
MR00104CF-206.DGN
MR00104CF-205.DGN
MR00104CF-204.DGN
MR00104CF-203.DGN
MR00104CF-202.DGN
MR00104CF-201.DGN
MR00104CF-200A.DGN
MR00104CF-200.DGN
MR00104CF-102.DGN
MR00104CF-101.DGN
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
CF320
CF319
CF318
CF317
CF316
CF315
CF314
CF313
CF312
CF311
CF310
CF309
CF308
CF307
CF306
CF305
CF304
CF303
CF302
CF301
CF300
CF272
CF271
CF270
CF269
CF268
CF267
CF266
CF265
CF264
CF263A
CF263
CF262
CF261
CF260
CF258
CF257
CF256
CF255
CF254
CF253
CF252
CF251
CF250
CF227
CF226
CF225
CF224
CF223
CF222
CF221
CF220
CF208
CF207
CF206
CF205
CF204
CF203
CF202
CF201
CF200A
CF200
CF102
CF101
GRADING / REPAIR PLAN SHEET 20 OF 48
GRADING / REPAIR PLAN SHEET 19 OF 48
GRADING / REPAIR PLAN SHEET 18 OF 48
GRADING / REPAIR PLAN SHEET 17 OF 48
GRADING / REPAIR PLAN SHEET 16 OF 48
GRADING / REPAIR PLAN SHEET 15 OF 48
GRADING / REPAIR PLAN SHEET 14 OF 48
GRADING / REPAIR PLAN SHEET 13 OF 48
GRADING / REPAIR PLAN SHEET 12 OF 48
GRADING / REPAIR PLAN SHEET 11 OF 48
GRADING / REPAIR PLAN SHEET 10 OF 48
GRADING / REPAIR PLAN SHEET 9 OF 48
GRADING / REPAIR PLAN SHEET 8 OF 48
GRADING / REPAIR PLAN SHEET 7 OF 48
GRADING / REPAIR PLAN SHEET 6 OF 48
GRADING / REPAIR PLAN SHEET 5 OF 48
GRADING / REPAIR PLAN SHEET 4 OF 48
GRADING / REPAIR PLAN SHEET 3 OF 48
GRADING / REPAIR PLAN SHEET 2 OF 48
GRADING / REPAIR PLAN SHEET 1 OF 48
GRADING / REPAIR PLAN SHEET INDEX
DETAILED GRADING PLAN EARTHEN GROIN #24
DETAILED GRADING PLAN EARTHEN GROIN #23
DETAILED GRADING PLAN EARTHEN GROIN #22
DETAILED GRADING PLAN EARTHEN GROIN #21
DETAILED GRADING PLAN - GATED STRUCTURE STA. 673+45 - BUCK CREEK
DETAILED GRADING PLAN - BREACH F
DETAILED GRADING PLAN - BREACH E
DETAILED GRADING PLAN - BREACH D
DETAILED GRADING PLAN - BREACH C
DETAILED GRADING PLAN - BREACH B - SHEET 2 OF 2
DETAILED GRADING PLAN - BREACH B - SHEET 1 OF 2
DETAILED GRADING PLAN - PIGGYBACK LEVEE
DETAILED GRADING PLAN - BREACH A
DETAILED GRADING PLANS - SHEET INDEX
GENERAL GRADING SHEET 8 OF 8
GENERAL GRADING SHEET 7 OF 8
GENERAL GRADING SHEET 6 OF 8
GENERAL GRADING SHEET 5 OF 8
GENERAL GRADING SHEET 4 OF 8
GENERAL GRADING SHEET 3 OF 8
GENERAL GRADING SHEET 2 OF 8
GENERAL GRADING SHEET 1 OF 8
GENERAL GRADING OVERVIEW AND SHEET INDEX
GATED STRUCTURE STA. 673+45 EXISTING CONDITIONS & REMOVAL PLAN
EXCAVATION PLAN - BREACH F
EXCAVATION PLAN - BREACH E
EXCAVATION PLAN - BREACH D
EXCAVATION PLAN - BREACH C
EXCAVATION PLAN - BREACH B
EXCAVATION PLAN - BREACH A
EXCAVATION PLAN - SHEET INDEX
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS SHEET 8 OF 8
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS SHEET 7 OF 8
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS SHEET 6 OF 8
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS SHEET 5 OF 8
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS SHEET 4 OF 8
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS SHEET 3 OF 8
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS SHEET 2 OF 8
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS SHEET 1 OF 8
FLOOD DAMAGE LOCATION TABLE
GENERAL PLAN SHEET INDEX
EXISTING CONDITIONS OF FLOOD DAMAGED AREAS & CONTROL POINTS -
PROJECT VICINITY MAP AND ACCESS ROUTES
PROJECT LOCATION
CIVIL / GEOTECHNICAL
DESCRIPTIONSHEET NO.DRAWING CODEDESIGN FILE
MR00104CF-408.DGN
MR00104CF-407.DGN
MR00104CF-406.DGN
MR00104CF-405.DGN
MR00104CF-402.DGN
MR00104CF-401.DGN
MR00104CF-397.DGN
MR00104CF-396.DGN
MR00104CF-392.DGN
MR00104CF-391.DGN
MR00104CF-387.DGN
MR00104CF-386.DGN
MR00104CF-385.DGN
MR00104CF-384.DGN
MR00104CF-383.DGN
MR00104CF-382.DGN
MR00104CF-381.DGN
MR00104CF-380.DGN
MR00104CF-379.DGN
MR00104CF-378.DGN
MR00104CF-377.DGN
MR00104CF-376.DGN
MR00104CF-375.DGN
MR00104CF-374.DGN
MR00104CF-373.DGN
MR00104CF-372.DGN
MR00104CF-371.DGN
MR00104CF-370.DGN
MR00104CF-369.DGN
MR00104CF-368.DGN
MR00104CF-367.DGN
MR00104CF-366.DGN
MR00104CF-365.DGN
MR00104CF-364.DGN
MR00104CF-363.DGN
MR00104CF-362.DGN
MR00104CF-361.DGN
MR00104CF-352.DGN
MR00104CF-351.DGN
MR00104CF-350.DGN
MR00104CF-349.DGN
MR00104CF-348.DGN
MR00104CF-347.DGN
MR00104CF-346.DGN
MR00104CF-345.DGN
MR00104CF-344.DGN
MR00104CF-343.DGN
MR00104CF-342.DGN
MR00104CF-341.DGN
MR00104CF-340.DGN
MR00104CF-339.DGN
MR00104CF-338.DGN
MR00104CF-337.DGN
MR00104CF-336.DGN
MR00104CF-335.DGN
MR00104CF-334.DGN
MR00104CF-333.DGN
MR00104CF-332.DGN
MR00104CF-331.DGN
MR00104CF-330.DGN
MR00104CF-329.DGN
MR00104CF-328.DGN
MR00104CF-327.DGN
MR00104CF-326.DGN
MR00104CF-325.DGN
MR00104CF-324.DGN
MR00104CF-323.DGN
MR00104CF-322.DGN
MR00104CF-321.DGN
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
CF408
CF407
CF406
CF405
CF402
CF401
CF397
CF396
CF392
CF391
CF387
CF386
CF385
CF384
CF383
CF382
CF381
CF380
CF379
CF378
CF377
CF376
CF375
CF374
CF373
CF372
CF371
CF370
CF369
CF368
CF367
CF366
CF365
CF364
CF363
CF362
CF361
CF352
CF351
CF350
CF349
CF348
CF347
CF346
CF345
CF344
CF343
CF342
CF341
CF340
CF339
CF338
CF337
CF336
CF335
CF334
CF333
CF332
CF331
CF330
CF329
CF328
CF327
CF326
CF325
CF324
CF323
CF322
CF321
GATED STRUCTURE (BUCK CREEK) STA. 674+00 ABUTMENT REPAIR
LEVEE SURFACING & BERM REPAIR DETAILS
TYPICAL GROIN REPAIRS
CRITICAL SECTION LOSS & RIVERSIDE SLOPE REPAIRS
TYPICAL LEVEE CROSS SECTIONS
BREACH A & B LEVEE CROSS SECTIONS
BUCK CREEK PROFILE SHEET 2 OF 2
BUCK CREEK PROFILE SHEET 1 OF 2
RIVERSIDE CHANNEL PROFILE SHEET 2 OF 2
RIVERSIDE CHANNEL PROFILE SHEET 1 OF 2
LEVEE PROFILE SHEET 27 OF 27
LEVEE PROFILE SHEET 26 OF 27
LEVEE PROFILE SHEET 25 OF 27
LEVEE PROFILE SHEET 24 OF 27
LEVEE PROFILE SHEET 23 OF 27
LEVEE PROFILE SHEET 22 OF 27
LEVEE PROFILE SHEET 21 OF 27
LEVEE PROFILE SHEET 20 OF 27
LEVEE PROFILE SHEET 19 OF 27
LEVEE PROFILE SHEET 18 OF 27
LEVEE PROFILE SHEET 17 OF 27
LEVEE PROFILE SHEET 16 OF 27
LEVEE PROFILE SHEET 15 OF 27
LEVEE PROFILE SHEET 14 OF 27
LEVEE PROFILE SHEET 13 OF 27
LEVEE PROFILE SHEET 12 OF 27
LEVEE PROFILE SHEET 11 OF 27
LEVEE PROFILE SHEET 10 OF 27
LEVEE PROFILE SHEET 9 OF 27
LEVEE PROFILE SHEET 8 OF 27
LEVEE PROFILE SHEET 7 OF 27
LEVEE PROFILE SHEET 6 OF 27
LEVEE PROFILE SHEET 5 OF 27
LEVEE PROFILE SHEET 4 OF 27
LEVEE PROFILE SHEET 3 OF 27
LEVEE PROFILE SHEET 2 OF 27
LEVEE PROFILE SHEET 1 OF 27
RIVERSIDE CHANNEL RELOCATION SHEET 4 OF 4
RIVERSIDE CHANNEL RELOCATION SHEET 3 OF 4
RIVERSIDE CHANNEL RELOCATION SHEET 2 OF 4
RIVERSIDE CHANNEL RELOCATION SHEET 1 OF 4
GRADING / REPAIR PLAN SHEET 48 OF 48
GRADING / REPAIR PLAN SHEET 47 OF 48
GRADING / REPAIR PLAN SHEET 46 OF 48
GRADING / REPAIR PLAN SHEET 45 OF 48
GRADING / REPAIR PLAN SHEET 44 OF 48
GRADING / REPAIR PLAN SHEET 43 OF 48
GRADING / REPAIR PLAN SHEET 42 OF 48
GRADING / REPAIR PLAN SHEET 41 OF 48
GRADING / REPAIR PLAN SHEET 40 OF 48
GRADING / REPAIR PLAN SHEET 39 OF 48
GRADING / REPAIR PLAN SHEET 38 OF 48
GRADING / REPAIR PLAN SHEET 37 OF 48
GRADING / REPAIR PLAN SHEET 36 OF 48
GRADING / REPAIR PLAN SHEET 35 OF 48
GRADING / REPAIR PLAN SHEET 34 OF 48
GRADING / REPAIR PLAN SHEET 33 OF 48
GRADING / REPAIR PLAN SHEET 32 OF 48
GRADING / REPAIR PLAN SHEET 31 OF 48
GRADING / REPAIR PLAN SHEET 30 OF 48
GRADING / REPAIR PLAN SHEET 29 OF 48
GRADING / REPAIR PLAN SHEET 28 OF 48
GRADING / REPAIR PLAN SHEET 27 OF 48
GRADING / REPAIR PLAN SHEET 26 OF 48
GRADING / REPAIR PLAN SHEET 25 OF 48
GRADING / REPAIR PLAN SHEET 24 OF 48
GRADING / REPAIR PLAN SHEET 23 OF 48
GRADING / REPAIR PLAN SHEET 22 OF 48
GRADING / REPAIR PLAN SHEET 21 OF 48
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
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A
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D A
T E
S I Z
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M A
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D E
S C
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IP
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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P S
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G
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D
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R
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S O
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R B
A S
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S O
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R L
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S Y
S T
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A C
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S K
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A H
A D
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A P
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N U
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A H
A
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Z X
X X
X X
X X
X X
X X
X X
W
F
B A
S H
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G-004 le c S to u ff e r
A le c S to u ff e r
K la id a s G
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P
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END VOLUME 1
BEGIN VOLUME 2
DESCRIPTIONSHEET NO.DRAWING CODEDESIGN FILE
STRUCTURAL
DESCRIPTIONSHEET NO.DRAWING CODEDESIGN FILE
INFORMATION ONLY
MR00104R-005.DGN
MR00104R-004.DGN
MR00104R-003.DGN
MR00104R-002.DGN
MR00104R-001.DGN
MR00104S-802.DGN
MR00104S-801.DGN
MR00104S-504.DGN
MR00104S-503.DGN
MR00104S-502.DGN
MR00104S-501.DGN
MR00104S-402.DGN
MR00104S-401.DGN
MR00104S-201.DGN
MR00104S-001.DGN
R-005
R-004
R-003
R-002
R-001
S-802
S-801
S-504
S-503
S-502
S-501
S-402
S-401
S-201
S-001
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
PHOTOGRAPHS
PHOTOGRAPHS
SPALL REPAIR DETAIL
FLAPGATE AND INLET DETAILS
MISCELLANEOUS DETAILS
GATEWELL FRAME AND LADDER DETAILS
GATEWELL STRUCTURE REINFORCEMENT DETAILS
GATEWELL STRUCTURE DETAILS
DRAINAGE STRUCTURE PROFILE
STRUCTURAL NOTES
MR00104CFI05.DGN
MR00104CFI04.DGN
MR00104CFI01.DGN
MR51-310
MR51-310
MR51-310
BI-005
BI-004
BI-001
FOR INFORMATION ONLY - UNIT R-562 - PROFILE AND SOILS DATA - STA. 273+00 TO STA. 550+00
FOR INFORMATION ONLY - UNIT R-562 - PROFILE AND SOILS DATA - STA. 550+00 TO STA. 675+00
FOR INFORMATION ONLY - UNIT R-562 - SECTIONS 1 TO 4 INCL. PLAN
CIVIL / GEOTECHNICAL
DESCRIPTIONSHEET NO.DRAWING CODEDESIGN FILE
MR00104CF-768.DGN
MR00104CF-767.DGN
MR00104CF-766.DGN
MR00104CF-765.DGN
MR00104CF-764.DGN
MR00104CF-763.DGN
MR00104CF-762.DGN
MR00104CF-761.DGN
MR00104CF-752.DGN
MR00104CF-751.DGN
MR00104CF-713.DGN
MR00104CF-712.DGN
MR00104CF-701.DGN
MR00104CF-622.DGN
MR00104CF-621B.DGN
MR00104CF-621A.DGN
MR00104CF-621.DGN
MR00104CF-620B.DGN
MR00104CF-620A.DGN
MR00104CF-620.DGN
MR00104CF-618A.DGN
MR00104CF-618.DGN
MR00104CF-616A.DGN
MR00104CF-616.DGN
MR00104CF-614A.DGN
MR00104CF-614.DGN
MR00104CF-613.DGN
MR00104CF-612A.DGN
MR00104CF-612.DGN
MR00104CF-608G.DGN
MR00104CF-608F.DGN
MR00104CF-608E.DGN
MR00104CF-608D.DGN
MR00104CF-608C.DGN
MR00104CF-608B.DGN
MR00104CF-608A.DGN
MR00104CF-608.DGN
MR00104CF-606A.DGN
MR00104CF-606.DGN
MR00104CF-603C.DGN
MR00104CF-603B.DGN
MR00104CF-603A.DGN
MR00104CF-603.DGN
MR00104CF-602A.DGN
MR00104CF-602.DGN
MR00104CF-601.DGN
MR00104CF-600.DGN
MR00104CF-509.DGN
MR00104CF-508.DGN
MR00104CF-507.DGN
MR00104CF-506.DGN
MR00104CF-505.DGN
MR00104CF-501.DGN
MR00104CF-500.DGN
MR00104CF-468.DGN
MR00104CF-467.DGN
MR00104CF-466.DGN
MR00104CF-465.DGN
MR00104CF-464.DGN
MR00104CF-463.DGN
MR00104CF-462.DGN
MR00104CF-461.DGN
MR00104CF-460.DGN
MR00104CF-459.DGN
MR00104CF-458.DGN
MR00104CF-457.DGN
MR00104CF-456.DGN
MR00104CF-455.DGN
MR00104CF-454.DGN
MR00104CF-453.DGN
MR00104CF-452.DGN
MR00104CF-451.DGN
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
CF768
CF767
CF766
CF765
CF764
CF763
CF762
CF761
CF752
CF751
CF713
CF712
CF701
CF622
CF621B
CF621A
CF621
CF620B
CF620A
CF620
CF618A
CF618
CF616A
CF616
CF614A
CF614
CF613
CF612A
CF612
CF608G
CF608F
CF608E
CF608D
CF608C
CF608B
CF608A
CF608
CF606A
CF606
CF603C
CF603B
CF603A
CF603
CF602A
CF602
CF601
CF600
CF509
CF508
CF507
CF506
CF505
CF501
CF500
CF468
CF467
CF466
CF465
CF464
CF463
CF462
CF461
CF460
CF459
CF458
CF457
CF456
CF455
CF454
CF453
CF452
CF451
EARTHEN GROINS - HORIZONTAL ALIGNMENT CONTROL TABLES SHEET 2 OF 2
EARTHEN GROINS - HORIZONTAL ALIGNMENT CONTROL TABLES SHEET 1 OF 2
DRAINAGE STRUCTURES - HORIZONTAL ALIGNMENT CONTROL TABLES SHEET 1 OF 2
HORIZONTAL ALIGNMENT CONTROL AND CURVE DATA TABLES SHEET 5 OF 5
HORIZONTAL ALIGNMENT CONTROL AND CURVE DATA TABLES SHEET 4 OF 5
HORIZONTAL ALIGNMENT CONTROL AND CURVE DATA TABLES SHEET 3 OF 5
HORIZONTAL ALIGNMENT CONTROL AND CURVE DATA TABLES SHEET 2 OF 5
HORIZONTAL ALIGNMENT CONTROL AND CURVE DATA TABLES SHEET 1 OF 5
EXISTING RELIEF WELL AND PIEZOMETER DETAILS
EXISTING RELIEF WELL AND PIEZOMETER SCHEDULE
TYPICAL SAND BORROW AREA - EXCAVATION AND FINAL GRADING CROSS-SECTIONS
TYPICAL GRAVEL SURFACING AND SURVEYING DETAILS
TYPICAL RELIEF WELL DETAILS
ACCESS ROAD RAMP STA. 672+28 - PLAN AND PROFILE SHEET 1 OF 1
ACCESS RAMP STA. 646+95 - PLAN AND PROFILE SHEET 3 OF 3
ACCESS RAMP STA. 646+95 - PLAN AND PROFILE SHEET 2 OF 3
ACCESS RAMP STA. 646+95 - PLAN AND PROFILE SHEET 1 OF 3
ACCESS RAMP STA. 607+45 - PLAN AND PROFILE SHEET 3 OF 3
ACCESS RAMP STA. 607+45 - PLAN AND PROFILE SHEET 2 OF 3
ACCESS RAMP STA. 607+45 - PLAN AND PROFILE SHEET 1 OF 3
ACCESS RAMP STA. 545+95 - PLAN AND PROFILE SHEET 2 OF 2
ACCESS RAMP STA. 545+95 - PLAN AND PROFILE SHEET 1 OF 2
ACCESS ROAD STA. 492+80 - PLAN AND PROFILE SHEET 2 OF 2
ACCESS ROAD STA. 492+80 - PLAN AND PROFILE SHEET 1 OF 2
ACCESS ROAD STA. 461+07 - PLAN AND PROFILE SHEET 2 OF 2
ACCESS ROAD STA. 461+07 - PLAN AND PROFILE SHEET 1 OF 2
TURNOUT STA. 443+29 - PLAN AND PROFILE SHEET 1 OF 1
ACCESS ROAD STA. 406+70 - PLAN AND PROFILE SHEET 2 OF 2
ACCESS ROAD STA. 406+70 - PLAN AND PROFILE SHEET 1 OF 2
ACCESS RAMP STA. 336+20 - PLAN AND PROFILE SHEET 8 OF 8
ACCESS RAMP STA. 336+20 - PLAN AND PROFILE SHEET 7 OF 8
ACCESS RAMP STA. 336+20 - PLAN AND PROFILE SHEET 6 OF 8
ACCESS RAMP STA. 336+20 - PLAN AND PROFILE SHEET 5 OF 8
ACCESS RAMP STA. 336+20 - PLAN AND PROFILE SHEET 4 OF 8
ACCESS RAMP STA. 336+20 - PLAN AND PROFILE SHEET 3 OF 8
ACCESS RAMP STA. 336+20 - PLAN AND PROFILE SHEET 2 OF 8
ACCESS RAMP STA. 336+20 - PLAN AND PROFILE SHEET 1 OF 8
ACCESS RAMP STA. 320+00 - PLAN AND PROFILE SHEET 2 OF 2
ACCESS RAMP STA. 320+00 - PLAN AND PROFILE SHEET 1 OF 2
ACCESS 672ND ROAD - RAMP STA. 293+12 - PLAN AND PROFILE SHEET 2 OF 2
ACCESS 672ND ROAD - RAMP STA. 293+12 - PLAN AND PROFILE SHEET 1 OF 2
ACCESS HAUL RAMP STA. 293+12 - PLAN AND PROFILE SHEET 2 OF 2
ACCESS HAUL RAMP STA. 293+12 - PLAN AND PROFILE SHEET 1 OF 2
ACCESS TRAIL RAMP STA. 287+30 - PLAN AND PROFILE SHEET 1 OF 1
ACCESS HAUL RAMP STA. 287+30 - PLAN AND PROFILE SHEET 1 OF 1
ACCESS HAUL RAMP STA. 273+00 - PLAN AND PROFILE SHEET 1 OF 1
ACCESS RAMPS LOCATION INDEX
DRAINAGE STRUCTURE - STA. MR673+45 OFFSET 200' LT PLAN AND PROFILE
DRAINAGE STRUCTURE - STA. MR673+45 OFFSET 450' LT PLAN AND PROFILE
DRAINAGE STRUCTURE - STA. MR673+45 OFFSET 115' RT PLAN AND PROFILE
DRAINAGE STRUCTURE - STA. MR674+50 - PLAN AND PROFILE
DRAINAGE STRUCTURE - STA. MR673+45 - PLAN AND PROFILE
DRAINAGE STRUCTURE - STA. MR357+40 - PLAN AND PROFILE
DRAINAGE STRUCTURE REMOVAL AND REPAIR LOCATIONS
CROSS SECTIONS SHEET 18 OF 18
CROSS SECTIONS SHEET 17 OF 18
CROSS SECTIONS SHEET 16 OF 18
CROSS SECTIONS SHEET 15 OF 18
CROSS SECTIONS SHEET 14 OF 18
CROSS SECTIONS SHEET 13 OF 18
CROSS SECTIONS SHEET 12 OF 18
CROSS SECTIONS SHEET 11 OF 18
CROSS SECTIONS SHEET 10 OF 18
CROSS SECTIONS SHEET 9 OF 18
CROSS SECTIONS SHEET 8 OF 18
CROSS SECTIONS SHEET 7 OF 18
CROSS SECTIONS SHEET 6 OF 18
CROSS SECTIONS SHEET 5 OF 18
CROSS SECTIONS SHEET 4 OF 18
CROSS SECTIONS SHEET 3 OF 18
CROSS SECTIONS SHEET 2 OF 18
CROSS SECTIONS SHEET 1 OF 18
DESCRIPTIONSHEET NO.DRAWING CODEDESIGN FILE
MR00104CF-917.DGN
MR00104CF-916.DGN
MR00104CF-915.DGN
MR00104CF-914.DGN
MR00104CF-913.DGN
MR00104CF-912.DGN
MR00104CF-911.DGN
MR00104CF-910.DGN
MR00104CF-909.DGN
MR00104CF-908.DGN
MR00104CF-907.DGN
MR00104CF-906.DGN
MR00104CF-905.DGN
MR00104CF-904.DGN
MR00104CF-903.DGN
MR00104CF-902.DGN
MR00104CF-901.DGN
MR00104CF-872.DGN
MR00104CF-863.DGN
MR00104CF-862.DGN
MR00104CF-861.DGN
MR00104CF-860.DGN
MR00104CF-859.DGN
MR00104CF-858B.DGN
MR00104CF-858A.DGN
MR00104CF-858.DGN
MR00104CF-857.DGN
MR00104CF-856.DGN
MR00104CF-855.DGN
MR00104CF-854.DGN
MR00104CF-853.DGN
MR00104CF-852.DGN
MR00104CF-851.DGN
MR00104CF-850.DGN
MR00104CF-803.DGN
MR00104CF-802.DGN
MR00104CF-801.DGN
MR00104CF-801.DGN
MR00104CF-796.DGN
MR00104CF-795.DGN
MR00104CF-794.DGN
MR00104CF-793.DGN
MR00104CF-792.DGN
MR00104CF-791.DGN
MR00104CF-790.DGN
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
MR51-310
CF917
CF916
CF915
CF914
CF913
CF912
CF911
CF910
CF909
CF908
CF907
CF906
CF905
CF904
CF903
CF902
CF901
CF872
CF863
CF862
CF861
CF860
CF859
CF858B
CF858A
CF858
CF857
CF856
CF855
CF854
CF853
CF852
CF851
CF850
CF803
CF802
CF801
CF800
CF796
CF795
CF794
CF793
CF792
CF791
CF790
RIGHT OF WAY AND HAUL ROADS SHEET 17 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 16 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 15 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 14 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 13 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 12 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 11 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 10 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 9 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 8 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 7 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 6 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 5 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 4 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 3 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 2 OF 17
RIGHT OF WAY AND HAUL ROADS SHEET 1 OF 17
FLOOD-DEPOSITED SAND REMOVAL CROSS SECTION
PRIVATE SURFACE SAND SITE - SURFACE SAND REMOVAL LIMITS
NISHNABOTNA BEND MRRP - BORROW AREA NORTH - SURFACE SAND REMOVAL LIMITS
NISHNABOTNA BEND MRRP - BORROW AREA SOUTH - GRADING PLAN
UPPER HAMBURG BEND MRRP - SAND BORROW SOURCE - POST-EXCAVATION GRADING PLAN
UPPER HAMBURG BEND MRRP - SAND BORROW SOURCE - EXCAVATION GRADING PLAN
PRIVATE COHESIVE BORROW SITE - CROSS SECTIONS - SHEET 3 OF 3
PRIVATE COHESIVE BORROW SITE - CROSS SECTIONS - SHEET 2 OF 3
PRIVATE COHESIVE BORROW SITE - CROSS SECTIONS - SHEET 1 OF 3
PRIVATE COHESIVE BORROW SITE GRADING PLAN SHEET 5 OF 5
PRIVATE COHESIVE BORROW SITE GRADING PLAN SHEET 4 OF 5
PRIVATE COHESIVE BORROW SITE GRADING PLAN SHEET 3 OF 5
PRIVATE COHESIVE BORROW SITE GRADING PLAN SHEET 2 OF 5
PRIVATE COHESIVE BORROW SITE GRADING PLAN SHEET 1 OF 5
PRIVATE COHESIVE BORROW SITE - OVERALL GRADING PLAN
PRIVATE TOPSOIL BORROW - CROSS SECTION
PRIVATE TOPSOIL BORROW SITE - GRADING PLAN
CPT LOGS
BORING LOGS SHEET 2 OF 2
BORING LOGS SHEET 1 OF 2
SOIL BORING LOGS LEGENDS AND NOTES
PRIVATE COHESIVE BORROW SITE - SOIL BORING LOCATION PLAN
UPPER HAMBURG BEND MRRP - SAND BORROW SOURCE - SOIL BORING LOCATION PLAN
LEVEE RECONSTRUCTION - SOIL BORING LOCATION PLAN - SHEET 2 OF 2
LEVEE RECONSTRUCTION - SOIL BORING LOCATION PLAN - SHEET 1 OF 2
PRIVATE TOPSOIL BORROW SITE - SOIL BORING LOCATION PLAN
BORROW SITES - BREACH A AREA - CPT & SOIL BORING LOCATION PLAN
BORROW SITES - SOIL BORING LOCATION PLAN - SHEET INDEX
CIVIL / GEOTECHNICAL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
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D R
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N B
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D E
S
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N E
D B
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C O
N T
R A
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N O
S O
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A
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N N
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D A
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M A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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P S
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A
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O
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A
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X X
X X
X X
X X
X X
X X
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T
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A le c S to u ff e r
K la id a s G
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P D
D
S
END VOLUME 2
BEGIN VOLUME 3
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
272+70
MR
272+91
MR
273+00
MR
273+30
MR
273+60
MR
273+90
MR
274+20
MR
274+50
MR
274+80
MR
275+10
MR
275+40
MR
275+70
MR
276+00
MR
276+30
MR
276+60
MR
276+90
MR
277+20
MR
277+50
MR
277+80
MR
278+10
MR
278+40
MR
278+70
MR
279+00
MR
279+30
MR
279+60
MR
279+90
MR
280+20
MR
280+50
MR
280+80
MR
E L
E V
A T
IO
N
F
E E
T N
A V
D
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
280+80
MR
281+10
MR
281+40
MR
281+70
MR
282+00
MR
282+30
MR
282+60
MR
282+90
MR
283+20
MR
283+50
MR
283+80
MR
284+10
MR
284+40
MR
284+70
MR
285+00
MR
285+30
MR
285+60
MR
285+90
MR
286+20
MR
286+50
MR
286+80
MR
287+10
MR
287+40
MR
287+70
MR
288+00
MR
288+30
MR
288+60
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML+S
ML
ELEV. 916.5
CL
MR 285+00
ML
CL-ML
ML
ELEV. 917.0
CL
MR 281+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF361
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930930
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N
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M A
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IN
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IN
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930930
930930
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N
F
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T N
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D
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N
F
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B
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D B
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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P S
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G
IN
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D
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N
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O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
288+60
MR
288+90
MR
289+20
MR
289+50
MR
289+80
MR
290+10
MR
290+40
MR
290+70
MR
291+00
MR
291+30
MR
291+60
MR
291+90
MR
292+20
MR
292+50
MR
292+80
MR
293+10
MR
293+40
MR
293+70
MR
294+00
MR
294+30
MR
294+60
MR
294+90
MR
295+20
MR
295+50
MR
295+80
MR
296+10
MR
296+40
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
M R
.0
S
T E
A M
B O
A T
T R
A C
E T
R A
IL
A
C C
E S
S R
A M
P T
O
MLS
ML
ELEV. 913.5
CL
MR 295+00
ML
ELEV. 913.3
CL
MR 290+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
296+40
MR
296+70
MR
297+00
MR
297+30
MR
297+60
MR
297+90
MR
298+20
MR
298+50
MR
298+80
MR
299+10
MR
299+40
MR
299+70
MR
300+00
MR
300+30
MR
300+60
MR
300+90
MR
301+20
MR
301+50
MR
301+80
MR
302+10
MR
302+40
MR
302+70
MR
303+00
MR
303+30
MR
303+60
MR
303+90
MR
304+20
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
ML+CL
CL-ML
ML
ELEV. 911.3
80'L
MR 300+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF362
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:5
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
304+20
MR
304+50
MR
304+80
MR
305+10
MR
305+40
MR
305+70
MR
306+00
MR
306+30
MR
306+60
MR
306+90
MR
307+20
MR
307+50
MR
307+80
MR
308+10
MR
308+40
MR
308+70
MR
309+00
MR
309+30
MR
309+60
MR
309+90
MR
310+20
MR
310+50
MR
310+80
MR
311+10
MR
311+40
MR
311+70
MR
312+00
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
CL-ML
CL
ML
SM
ELEV. 909.3
CL
MR 308+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
312+00
MR
312+30
MR
312+60
MR
312+90
MR
313+20
MR
313+50
MR
313+80
MR
314+10
MR
314+40
MR
314+70
MR
315+00
MR
315+30
MR
315+60
MR
315+90
MR
316+20
MR
316+50
MR
316+80
MR
317+10
MR
317+40
MR
317+70
MR
318+00
MR
318+30
MR
318+60
MR
318+90
MR
319+20
MR
319+50
MR
319+80
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML/CL
CL
ML
SP-SM
ELEV. 907.0
80'L
316+00
ML/CL
CL-ML
ML
SM
ELEV. 908.1
40'R
MR 313+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF363
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:5
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
304+20
MR
304+50
MR
304+80
MR
305+10
MR
305+40
MR
305+70
MR
306+00
MR
306+30
MR
306+60
MR
306+90
MR
307+20
MR
307+50
MR
307+80
MR
308+10
MR
308+40
MR
308+70
MR
309+00
MR
309+30
MR
309+60
MR
309+90
MR
310+20
MR
310+50
MR
310+80
MR
311+10
MR
311+40
MR
311+70
MR
312+00
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
CL-ML
CL
ML
SM
ELEV. 909.3
CL
MR 308+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
312+00
MR
312+30
MR
312+60
MR
312+90
MR
313+20
MR
313+50
MR
313+80
MR
314+10
MR
314+40
MR
314+70
MR
315+00
MR
315+30
MR
315+60
MR
315+90
MR
316+20
MR
316+50
MR
316+80
MR
317+10
MR
317+40
MR
317+70
MR
318+00
MR
318+30
MR
318+60
MR
318+90
MR
319+20
MR
319+50
MR
319+80
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML/CL
CL
ML
SP-SM
ELEV. 907.0
80'L
316+00
ML/CL
CL-ML
ML
SM
ELEV. 908.1
40'R
MR 313+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF364
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:5
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
319+80
MR
320+10
MR
320+40
MR
320+70
MR
321+00
MR
321+30
MR
321+60
MR
321+90
MR
322+20
MR
322+50
MR
322+80
MR
323+10
MR
323+40
MR
323+70
MR
324+00
MR
324+30
MR
324+60
MR
324+90
MR
325+20
MR
325+50
MR
325+80
MR
326+10
MR
326+40
MR
326+70
MR
327+00
MR
327+30
MR
327+60
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML
MLS
SM
ELEV. 906.0
70'L
MR 326+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
327+60
MR
327+90
MR
328+20
MR
328+50
MR
328+80
MR
329+10
MR
329+40
MR
329+70
MR
330+00
MR
330+30
MR
330+60
MR
330+90
MR
331+20
MR
331+50
MR
331+80
MR
332+10
MR
332+40
MR
332+70
MR
333+00
MR
333+30
MR
333+60
MR
333+90
MR
334+20
MR
334+50
MR
334+80
MR
335+10
MR
335+40
MR
EL. 906.00
MR 329+00.00
EL. 909.00
MR 329+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 920.20
MR 329+00.00
LEVEE BREACH A
EL. 895.00
MR 340+00.00
LEVEE PROFILE
LEVEE PROFILE
(LEVEE CREST)
SURFACE
EXISTING GROUND SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
DRAIN PROFILE
TOE TRENCH
DRAIN PROFILE
TOE TRENCH S
H
E E
T
O F
CF365
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:5
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
NOTE: LEVEE PROFILE ELEVATION IS THE TOP OF COHESIVE.
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
335+40
MR
335+70
MR
336+00
MR
336+30
MR
336+60
MR
336+90
MR
337+20
MR
337+50
MR
337+80
MR
338+10
MR
338+40
MR
338+70
MR
339+00
MR
339+30
MR
339+60
MR
339+90
MR
340+20
MR
340+50
MR
340+80
MR
341+10
MR
341+40
MR
341+70
MR
342+00
MR
342+30
MR
342+60
MR
342+90
MR
343+20
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
CL-ML
SP
ELEV. 905.1
400'R
341+00
CL-ML
MLS
SM
ELEV. 906.0
50'L
MR 336+00
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
LEVEE PROFILE
LEVEE PROFILE
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
DRAIN PROFILE
TOE TRENCH
DRAIN PROFILE
TOE TRENCH
343+20
MR
343+50
MR
343+80
MR
344+10
MR
344+40
MR
344+70
MR
345+00
MR
345+30
MR
345+60
MR
345+90
MR
346+20
MR
346+50
MR
346+80
MR
347+10
MR
347+40
MR
347+70
MR
348+00
MR
348+30
MR
348+60
MR
348+90
MR
349+20
MR
349+50
MR
349+80
MR
350+10
MR
350+40
MR
350+70
MR
351+00
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
ML
SP
ELEV. 905.8
180'L
MR 346+00
LEVEE PROFILE
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
LEVEE PROFILE
DRAIN PROFILE
TOE TRENCH
DRAIN PROFILE
TOE TRENCH DETERMINED
SURFACE TO BE
EXISTING GROUND
DETERMINED
SURFACE TO BE
EXISTING GROUND
S H
E E
T
O F
CF366
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:5
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
351+00
MR
351+30
MR
351+60
MR
351+90
MR
352+20
MR
352+50
MR
352+80
MR
353+10
MR
353+40
MR
353+70
MR
354+00
MR
354+30
MR
354+60
MR
354+90
MR
355+20
MR
355+50
MR
355+80
MR
356+10
MR
356+40
MR
356+70
MR
357+00
MR
357+30
MR
357+60
MR
357+90
MR
358+20
MR
358+50
MR
358+80
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
CL-ML
ML+S
SP
ELEV. 904.5
300'R
MR 351+00
CL-ML
MLSC
SP-SM
ELEV. 905.0
225'L
MR 356+00
ELEV. 918.7
141'L
MR 351+05
BL23-1
SM
SC
SM
SC
SM
CL
SP
SM
SP
ELEV. 918.7
141'L
MR 354+12
CPT-L23-1
SM
SM
SP
SP
SP
SM
SP
SM
CL
SM
SP
SP
SM
SP
GW
SP
SP
SP
SP
SM
SP
SM
SM
CL
SP-SC
SM
SP
SP
SM
ELEV. 919.6
141'L
MR 354+91
BL23-1-B
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
LEVEE PROFILELEVEE PROFILE
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
DRAIN PROFILE
TOE TRENCH
DRAIN PROFILE
TOE TRENCH
358+80
MR
359+10
MR
359+40
MR
359+70
MR
360+00
MR
360+30
MR
360+60
MR
360+90
MR
361+20
MR
361+50
MR
361+80
MR
362+10
MR
362+40
MR
362+70
MR
363+00
MR
363+30
MR
363+60
MR
363+90
MR
364+20
MR
364+50
MR
364+80
MR
365+10
MR
365+40
MR
365+70
MR
366+00
MR
366+30
MR
366+60
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
BERM PROFILE
LANDSIDE TOP OF
ML/CL
ML
MLS
SM
ELEV. 905.0
60'R
MR 360+00
CL-ML
SP
ELEV. 903.5
100'L
MR 365+00
CL
CL
CL
CL
CL
CL
SM
SP
CL
GW
SP
CL
ELEV. 918.9
94'L
MR 366+38
CPT-L23-2
SP
SM
SP
GP
SP
SP
SP
SP
SP
SP
SM
SP
ELEV. 919.4
94'L
MR 365+22
CPT-L23-01-B
DRAIN PROFILE
TOE TRENCH
LEVEE PROFILE LEVEE PROFILE
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
BERM PROFILE
RIVERSIDE TOP OF
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
DRAIN PROFILE
TOE TRENCH S
H
E E
T
O F
CF367
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:5
P
M
/2 /2
P D
D
S
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
366+60
MR
366+90
MR
367+20
MR
367+50
MR
367+80
MR
368+10
MR
368+40
MR
368+70
MR
369+00
MR
369+30
MR
369+60
MR
369+90
MR
370+20
MR 370+50
MR
370+80
MR
371+10
MR
371+40
MR
371+70
MR
372+00
MR
372+30
MR
372+60
MR
372+90
MR
373+20
MR
373+50
MR
373+80
MR
374+10
MR
374+40
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
ML/CL
SM
ML+S/C
ELEV. 903.0
325'R
MR 370+00
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
DRAIN PROFILE
TOE TRENCH
LEVEE PROFILE LEVEE PROFILE
(LEVEE CREST)
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
DRAIN PROFILE
TOE TRENCH
374+40
MR
374+70
MR
375+00
MR
375+30
MR
380+00
MR
380+10
MR
380+40
MR
380+70
MR
381+00
MR
381+30
MR
381+60
MR
381+90
MR
382+20
MR
382+50
MR
382+80
MR
383+10
MR
383+40
MR
383+70
MR
384+00
MR
384+30
MR
84+60
MR 3
384+90
MR
385+20
MR
385+50
MR
385+80
MR
386+10
MR
386+40
MR
386+70
MR
EL. 909.00
MR 380+00.00
EL. 906.00
MR 380+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 919.12
MR 380+03.76
EL. 919.30
MR 380+00.00
LEVEE BREACH A
EL. 995.00
MR 370+00.00
ML/CL
ML
ELEV. 904.5
30'L
MR 375+00
CL-ML
ML/CL
CL-ML
ML
ELEV. 904.2
550'R
MR 380+00
ML+CL
CL-ML
SM
SP-SM
ELEV. 904.8
10'R
MR 385+00
LEVEE PROFILE
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
BERM PROFILE
LANDSIDE TOP OF
DRAIN PROFILE
TOE TRENCH S
H
E E
T
O F
CF368
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:5
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
386+70
MR
387+00
MR
387+30
MR
387+60
MR
387+90
MR
388+20
MR
388+50
MR
388+80
MR
389+10
MR
389+40
MR
389+70
MR
390+00
MR
390+30
MR
390+60
MR
390+90
MR
391+20
MR
391+50
MR
391+80
MR
392+10
MR
392+40
MR
392+70
MR
393+00
MR
393+30
MR
393+60
MR
393+90
MR
394+20
MR
394+50
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML+S/C
ML/CL
MLS
SM
ELEV. 903.8
450'R
MR 390+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
394+50
MR
394+80
MR
395+10
MR
395+40
MR
395+70
MR
396+00
MR
396+30
MR
396+60
MR
396+90
MR
397+20
MR
397+50
MR
397+80
MR
398+10
MR
398+40
MR
398+70
MR
399+00
MR
399+30
MR
399+60
MR
399+90
MR
400+20
MR
400+50
MR
400+80
MR
401+10
MR
401+40
MR
401+70
MR
402+00
MR
402+30
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
ML/CL
SP
ELEV. 904.0
CL
MR 395+00
CL-ML
SMC
ML/CL
CL
ML/CL
MLS
ELEV. 906.2
380'R
MR 400+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF369
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
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.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:0
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
402+30
MR
402+60
MR
402+90
MR
403+20
MR
403+50
MR
403+80
MR
404+10
MR
404+40
MR
404+70
MR
405+00
MR
405+30
MR
405+60
MR
405+90
MR
406+20
MR
406+50
MR
406+80
MR
407+10
MR
407+40
MR
407+70
MR
408+00
MR
408+30
MR
408+60
MR
408+90
MR
409+20
MR
409+50
MR
409+80
MR
410+10
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
M R
O
A
V E
N U
E A
C C
E S
S R
A M
P
ML/CL+S
ML/CL
SP
ELEV. 904.8
380'R
MR 410+00
ML
ML/CL
CL-ML
SM
ELEV. 906.1
40'L
MR 403+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
410+10
MR
410+40
MR
410+70
MR
411+00
MR
411+30
MR
411+60
MR
411+90
MR
412+20
MR
412+50
MR
412+80
MR
413+10
MR
413+40
MR
413+70
MR
414+00
MR
414+30
MR
414+60
MR
414+90
MR
415+20
MR
415+50
MR
415+80
MR
416+10
MR
416+40
MR
416+70
MR
417+00
MR
417+30
MR
417+60
MR
417+90
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML+CL
ML
SM
ELEV. 905.5
140'L
MR 414+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF370
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:0
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
417+90
MR
418+20
MR
418+50
MR
418+80
MR
419+10
MR
419+40
MR
419+70
MR
420+00
MR
420+30
MR
420+60
MR
420+90
MR
421+20
MR
421+50
MR
421+80
MR
422+10
MR
422+40
MR
422+70
MR
423+00
MR
423+30
MR
423+60
MR
423+90
MR
424+20
MR
424+50
MR
424+80
MR
425+10
MR
425+40
MR
425+70
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
MLS
SM
ELEV. 905.5
350'R
MR 418+00
ML
CL-ML
SM
SP
ELEV. 906.0
120'L
MR 424+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
425+70
MR
426+00
MR
426+30
MR
426+60
MR
426+90
MR
427+20
MR
427+50
MR
427+80
MR
428+10
MR
428+40
MR
428+70
MR
429+00
MR
429+30
MR
429+60
MR
429+90
MR
430+20
MR
430+50
MR
430+80
MR
431+10
MR
431+40
MR
431+70
MR
432+00
MR
432+30
MR
432+60
MR
432+90
MR
433+20
MR
433+50
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ELEV. 905.0
250'L
MR 433+00
MLS
CL-ML
SM
SP
MLS
ML+CL
MLS
ELEV. 905.0
80'R
MR 428+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF371
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:0
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
433+50
MR
433+80
MR
434+10
MR
434+40
MR
434+70
MR
435+00
MR
435+30
MR
435+60
MR
435+90
MR
436+20
MR
436+50
MR
436+80
MR
437+10
MR
437+40
MR
437+70
MR
438+00
MR
438+30
MR
438+60
MR
438+90
MR
439+20
MR
439+50
MR
439+80
MR
440+10
MR
440+40
MR
440+70
MR
441+00
MR
441+30
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML+S/C
CL-ML
SM
ELEV. 905.0
230'R
MR 438+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
441+30
MR
441+60
MR
441+90
MR
442+20
MR
442+50
MR
442+80
MR
443+10
MR
443+40
MR
443+70
MR
444+00
MR
444+30
MR
444+60
MR
444+90
MR
445+20
MR
445+50
MR
445+80
MR
446+10
MR
446+40
MR
446+70
MR
447+00
MR
447+30
MR
447+60
MR
447+90
MR
448+20
MR
448+50
MR
448+80
MR
449+10
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML+S
SM
CL
CL-ML+S
ELEV. 906.0
275'L
MR 444+00
CL-ML+S
CL-ML
CL-ML+S
SM
ELEV. 905.5
180'R
MR 448+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF372
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:0
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
449+10
MR
449+40
MR
449+70
MR
450+00
MR
450+30
MR
450+60
MR
450+90
MR
451+20
MR
451+50
MR
451+80
MR
452+10
MR
452+40
MR
452+70
MR
453+00
MR
453+30
MR
453+60
MR
453+90
MR
454+20
MR
454+50
MR
454+80
MR
455+10
MR
455+40
MR
455+70
MR
456+00
MR
456+30
MR
456+60
MR
456+90
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML
SP-SM
ELEV. 906.0
50'R
MR 454+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
456+90
MR
457+20
MR
457+50
MR
457+80
MR
458+10
MR
458+40
MR
458+70
MR
459+00
MR
459+30
MR
459+60
MR
459+90
MR
460+20
MR
460+50
MR
460+80
MR
461+10
MR
461+40
MR
461+70
MR
462+00
MR
462+30
MR
462+60
MR
462+90
MR
463+20
MR
463+50
MR
463+80
MR
464+10
MR
464+40
MR
464+70
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
M R
H
S T
R E
E T
T O
A
A V
E N
U E
C
C E
S S
R A
M P
ML
SM
MLS
CL-ML
SM
ELEV. 905.5
500'R
MR 458+00
MLS
CL-ML
SP
ELEV. 906.0
150'L
MR 464+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF373
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/2
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:5
:0
P
M
/2 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
D
E S
IG
N
Q C
R
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
464+70
MR
465+00
MR
465+30
MR
465+60
MR
465+90
MR
466+20
MR
466+50
MR
466+80
MR
467+10
MR
467+40
MR
467+70
MR
468+00
MR
468+30
MR
468+60
MR
468+90
MR
469+20
MR
469+50
MR
469+80
MR
470+10
MR
470+40
MR
470+70
MR
471+00
MR
471+30
MR
471+60
MR
471+90
MR
472+20
MR
472+50
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
MLS
ML+S
CL-ML
SP-SM
ELEV. 906.0
400'R
MR 469+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
472+50
MR
472+80
MR
473+10
MR
473+40
MR
473+70
MR
474+00
MR
474+30
MR
474+60
MR
474+90
MR
475+20
MR
475+50
MR
475+80
MR
476+10
MR
476+40
MR
476+70
MR
477+00
MR
477+30
MR
477+60
MR
477+90
MR
478+20
MR
478+50
MR
478+80
MR
479+10
MR
479+40
MR
479+70
MR
480+00
MR
480+30
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
MLS
SM
CL-ML
SP
ELEV. 906.0
30'L
MR 474+00
ML+S
ML
CL-ML
ML
SM
ELEV. 907.0
100'R
MR 478+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
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T
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M A
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930930
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US Army Corps
U .S
A
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N
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H A
B
IL
IT
A
T
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N P
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J E
C T
O T
O E
A N
D N
E M
E H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X X
X X
W
F
B A
480+30
MR
480+60
MR
480+90
MR
481+20
MR
481+50
MR
481+80
MR
482+10
MR
482+40
MR
482+70
MR
483+00
MR
483+30
MR
483+60
MR
483+90
MR
484+20
MR
484+50
MR
484+80
MR
485+10
MR
485+40
MR
485+70
MR
486+00
MR
486+30
MR
486+60
MR
486+90
MR
487+20
MR
487+50
MR
487+80
MR
488+10
MR
EL. 910.75
MR 488+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML
CL
ML
SM
ELEV. 904.5
510'L
MR 483+00
ML
SP
ELEV. 907.0
60'L
MR 488+00
(LEVEE CREST)
SURFACE
EX…
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