W9128F22B00010 2022 BSNP South Drawings.pdf
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- Solicitation number
- W9128F22B0010
About this file
This federal solicitation requests construction services to rehabilitate critical structures along the Missouri River Bank Stabilization and Navigation Project between Sioux City, Iowa and Rulo, Nebraska. The work includes adding quarried rock to repair areas of deterioration on revetments, dikes, kickers, L-head dikes, and vanes damaged in 2019 floods. In locations with substantial structural material loss, the contractor will effectively rebuild parts of the structure. The solicitation was issued by the Department of the Army Corps of Engineers Omaha District to maintain the navigation channel. The solicitation number is W9128F22B0010 and offers this construction contract opportunity to rehabilitate critical damaged bank stabilization project structures throughout approximately 230 river miles of the identified portion of the Missouri River.
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US Army Corps of Engineers
Omaha District
MISSOURI RIVER, IA, MO AND NE
MISSOURI RIVER BANK STABILIZATION
CONTRACT NO. W9128F-22-F-0XXX
SOLICITATION NO. W9128F22B0010
AUGUST 2022
THE 2022 SEASON (RM 599- 498)
REPAIR STONE STRUCTURES FOR
& NAVIGATION PROJECT - SOUTH
ADVERTISEMENT SET
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET ID
OMAHA DISTRICT
OF ENGINEERS
US ARMY CORPS
INDEX
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
KINGSBURY
BROOKINGS
LAKE MOODY
AURORA
D A
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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
DAKOTA
GARFIELD
WHEELER
ANTE
LOPE
PIERCE WAYNE
THURSTON
VALLEY
BOONE
GREELEY
M A D
IS
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CUMING
BURT
MARTINJACKSON
NOBLESROCK
COTTON-
WOOD
S T
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LYON
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SCEO
LA
DI
CKI
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EMMET
K O S S U
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HANCOCK
WRIGHT
PALO
ALTO
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TE
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O 'B
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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
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SHELBY
MILLS
F R E
M O
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IN
G G
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LD
HARRISON
BUENA
VISTA
CASS ADAIR MADISON
MONT-
GOMERY
ADAMS UNION
TAYLOR
PAGE
NODAWAY
ATCHISON
RICHARDSON
PAWNEE
GAGE
JEFFER-
SON
NEMAHA
OTOE
CASS
SARPY
DOUGLAS
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M E R R
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CLAY
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IL
L M
O R E
SALINE
SEWARD
SAUNDERSBUTLER
C O L F A X
DODGE
WASH-
INGTON
HALL
HOWARD
PLATTE
POLK
YORK
DOUGLAS
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H O
M M
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PROJECT LOCATION
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM498)C5.03BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 521)C5.02BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 538)C5.08BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 553)C5.07BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 563)C5.06BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 573)C5.05BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 583)C5.04BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 595)C5.03BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RM 624)C5.02BSNP_c000basemap1000scale_AECWS.dgn
MISSOURI RIVER CONSTRUCTION REFERENCE PLANE (CRP)C5.01BSNP_c000basemap1000scale_AECWS.dgn
C4.05 LOWERED DIKE/REVERSE SILL REPAIR TYPICAL DETAILBSNP_c000basemap1000scale_AECWS.dgn
C4.04 REVETMENT/KICKER NOTCH TYPICAL DETAILBSNP_c000basemap1000scale_AECWS.dgn
C4.03 REVETMENT REPAIR TYPICAL DETAILBSNP_c000basemap1000scale_AECWS.dgn
C4.02 NOTCHED DIKE REPAIR TYPICAL DETAILBSNP_c000basemap1000scale_AECWS.dgn
C4.01 DIKE REPAIR TYPICAL DETAILBSNP_c000basemap1000scale_AECWS.dgn
C3.02 STRUCTURE TABULATION SHEET (OPTION)BSNP_c000basemap1000scale_AECWS.dgn
C3.01 STRUCTURE TABULATION SHEET (BASIC)BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 505-498C2.37BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 513-505C2.36BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 518-513C2.35BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 525-518C2.34BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 531-525C2.33BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 537-531C2.32BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 544-537C2.31BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 551-544C2.30BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 558-551C2.29BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 564-558C2.28BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 572-564C2.27BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 578-572C2.26BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 586-578C2.25BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 593-586C2.24BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 599-593C2.23BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 609-599C2.22BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 615-609C2.21BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 623-615C2.20BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 631-623C2.19BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 638-631C2.18BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 643-638C2.17BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 649-643C2.16BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 656-649C2.15BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 663-656C2.14BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 671-663C2.13BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 678-671C2.12BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 685-678C2.11BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 692-685C2.10BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 699-692C2.09BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 705-699C2.08BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 712-705C2.07BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 720-712C2.06BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 726-720C2.05BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 733-726C2.04BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 739-733C2.03BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 746-739C2.02BSNP_c000basemap1000scale_AECWS.dgn
PLAN SHEET - RM 752-746C2.01BSNP_c000basemap1000scale_AECWS.dgn
C1.02 LAYOUT MAPBSNP_c000basemap1000scale_AECWS.dgn
C1.01 LOCATION MAP & INDEXBSNP_c000basemap1000scale_AECWS.dgn
- COVERBSNP_c000basemap1000scale_AECWS.dgn
SHEET NO. DESCRIPTIONFILENAME
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (RULO GAGE)C5.04MR00100C000_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (NEBRASKA CITY GAGE)C5.03MR00100C000_AECWS.dgn
MISSOURI RIVER RECENT RIVER FLOW & ELEVATION DATA (OMAHA GAGE)C5.02MR00100C000_AECWS.dgn
MISSOURI RIVER CONSTRUCTION REFERENCE PLANE (CRP)C5.01MR00100C000_AECWS.dgn
C4.05 LOWERED DIKE/REVERSE SILL REPAIR TYPICAL DETAILMR00100C000_AECWS.dgn
C4.04 REVETMENT/KICKER NOTCH DETAIL TYPICAL DETAILMR00100C000_AECWS.dgn
C4.03 REVETMENT REPAIR TYPICAL DETAILMR00100C000_AECWS.dgn
C4.02 NOTCHED DIKE REPAIR TYPICAL DETAILMR00100C000_AECWS.dgn
C4.01 DIKE REPAIR TYPICAL DETAILMR00100C000_AECWS.dgn
C3.03 STRUCTURE TABULATION SHEET MR00100C000_AECWS.dgn
C3.02 STRUCTURE TABULATION SHEET MR00100C000_AECWS.dgn
C3.01 STRUCTURE TABULATION SHEET MR00100C000_AECWS.dgn
PLAN SHEET - RM 505-498C2.37MR00100C000_AECWS.dgn
PLAN SHEET - RM 513-505C2.36MR00100C000_AECWS.dgn
PLAN SHEET - RM 518-513C2.35MR00100C000_AECWS.dgn
PLAN SHEET - RM 525-518C2.34MR00100C000_AECWSdgn
PLAN SHEET - RM 531-525C2.33MR00100C000_AECWS.dgn
PLAN SHEET - RM 537-531C2.32MR00100C000_AECWS.dgn
PLAN SHEET - RM 544-537C2.31MR00100C000_AECWS.dgn
PLAN SHEET - RM 551-544C2.30MR00100C000_AECWS.dgn
PLAN SHEET - RM 558-551C2.29MR00100C000_AECWS.dgn
PLAN SHEET - RM 564-558C2.28MR00100C000_AECWS.dgn
PLAN SHEET - RM 572-564C2.27MR00100C000_AECWS.dgn
PLAN SHEET - RM 578-572C2.26MR00100C000_AECWS.dgn
PLAN SHEET - RM 586-578C2.25MR00100C000_AECWS.dgn
PLAN SHEET - RM 593-586C2.24MR00100C000_AECWS.dgn
PLAN SHEET - RM 599-593C2.23MR00100C000_AECWS.dgn
C2.22
NOT USEDTHROUGH
C2.01
C1.02 LAYOUT MAPMR00100C000_AECWS.dgn
C1.01 LOCATION MAP & INDEXMR00100C000_AECWS.dgn
- COVERMR00100C000_AECWS.dgn
SHEET NO. DESCRIPTIONFILENAME
LA
N C
A S
TE
R
MINER
PO
TT
AW
AT
TA
M
IE
BASIC
C1.01
R P
O D
R A
Z A
R P
O D
R A
Z A
C S
V E
N D
S E
N
D P
R
ID
A L
M R
M P
R -3
X
L O
C A
T
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A P
I
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E X
C O
R P
S O
F E
N G
IN
E
E R
S
O M
A H
A N
E B
R A
S K
A
H T
T P
/W
W W
.U S
A C
E .A
R M
Y .M
IL
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V E
R T
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E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R
IA
M O
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E
B
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K S
T A
B
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IZ
A
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N
N A
V
IG
A T
IO
N
P R
O
JE
C T
B
S N
P
S O
U T
H S
T O
N E
S T
R U
C T
U R
E S
R E
P A
IR
(R M
A N
S I
D
J U
L Y
W
F
B
Z X
X X
X X
X X
X X
X
F
IL
E N
U M
B E
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P L
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I N
C H
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O M
A H
A D
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IC
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A P
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L A
V E
N U
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O M
A H
A
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U .S
A
R M
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N G
IN
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E R
D
IS
T R
IC
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P
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C
D
E
F
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L
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B M
IT
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E D
B Y
C H
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K E
D B
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D R
A W
N B
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D E
S
IG
N E
D B
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C O
N T
R A
C T
N O
S O
L
IC
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A
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O
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D A
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S I Z
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M A
R K
D E
S C
R
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A T
E
SHEET ID
OMAHA DISTRICT
OF ENGINEERS
US ARMY CORPS
448 4.51005.015-LDike2C4.01C2.29600.81 907.6-555.25
REPAIR TO REVETMENT HEIGHT855 2.04183.015-LDike2C4.01C2.29602.9-A 909.3-556.95
961 2.04703.035-LRevt2C4.03C2.29602.95909.2909.3556.85556.95
-- 0.00 -5------- ---
601 5.21155.515-RDike2C4.01C2.29603.20 909.7-557.40
683 3.81804.515-RDike2C4.01C2.29603.50 909.8-557.50
968 3.82554.515-RDike2C4.01C2.29603.75 910.0-557.75
7660 4.81,5804.535-LRevt2C4.03C2.28604.5-A910.5910.6558.25558.35
LEAVE NOTCH AT TARGET987 4.52205.015YES / 25'RDike2C4.01C2.28605.34279.5911.70.00559.40
EXTENTS ARE ESTIMATE. ENSURE ENTIRE DIKE IS AT GRADE1025 6.01706.015-LDike2C4.01C2.28607.60 914.3-561.70
REPAIR NOTCHED/LOWERED DIKE1326 6.02206.015YES / 25'LDike1C4.02C2.28607.80 914.7-562.05
REFUSAL
FLANKED DIKE. ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED STONE
856 7.81107.015YES / 25'LDike1C4.02C2.28608.07 915.0-562.25
REFUSAL. ALSO RAISE LOWER PORTION AT END OF DIKE
DIKE IS FLANKED. ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED STONE
781 9.8808.015-RDike2C4.01C2.28608.19 915.1-562.35
TIED INTO BANK WITH 25' BURIED STONE REFUSAL
DIKE IS FLANKED. DEFICIENCY IS ESTIMATE. TIE INTO BANKENSURE DIKE IS
1561 9.81608.03.005-RDike1C4.01C2.27610.60 917.8-564.80
AREA 2 AND 3 ARE REPAIRING NOTCH TO 50' WIDE AT CRP-3'21556 14.4185 506 102.61253.515YES / 50'LDike1C4.02C2.27611.40 918.6-565.55
2147 9.82208.015YES / 25'LDike1C4.02C2.27614.70 921.7-568.70
REPAIR TO REVETMENT HEIGHT265 1.51752.03.005-LDike2C4.01C2.27615.30 922.6-569.55
AVERAGE DEFICIENCY777 2.03803.035-LRevt2C4.03C2.26619.73927.7927.8574.50574.58
DEFICIENCY ESTIMATE. REPAIR TO REVETMENT HEIGHT205 2.01003.035-LRevt2C4.03C2.26620.20928.4928.4575.13575.15
DEFICIENCY ESTIMATE409 2.02003.035-LRevt2C4.03C2.26621.21928.4928.4575.15575.18
1063 2.05203.035YES / 25'RRevt2C4.03C2.26622.95930.9931.0577.65577.73
634 2.03103.035YES / 25'RRevt2C4.03C2.26622.95931.0931.0577.78577.83
REPAIR NOTCHED DIKE723 6.01206.015-LDike2C4.01C2.26622.83 931.2-577.95
REPAIR NOTCHED DIKE784 6.01306.015-LDike2C4.01C2.26622.93 931.4-578.15
FILL IN NOTCH IN DIKE452 6.0756.015-LDike2C4.01C2.25623.04 931.6-578.40
-- 0.00 -5------- ---
FILL NOTCH IN DIKE1023 2.05003.035-RRevt2C4.03C2.25626.05935.7935.8582.45582.55
FILL NOTCH IN DIKE362 6.0606.015-LDike2C4.01C2.25626.33 936.2-582.95
FILL NOTCH IN DIKE482 6.0806.015-LDike2C4.01C2.25626.37 936.4-583.15
FILL NOTCH IN DIKE AND ENSURE ENTIRE DIKE IS AT GRADE964 6.01606.015-LDike2C4.01C2.25626.60 936.5-583.30
FILL NOTCH IN DIKE362 6.0606.015-LDike2C4.01C2.25626.75 936.8-583.55
WITH 25' BURIED STONE REFUSAL. LEAVE 25' NOTCH AT CRP-3
DIKE IS FLANKED. DEFICIENCY ESTIMATE. ENSURE DIKE IS TIED INTO BANK
2009 14.414010.015YES / 25'LDike1C4.02C2.25626.95 937.0-583.80
WITH 25' BURIED STONE REFUSAL
DIKE IS FLANKED. DEFICIENCY ESTIMATE. ENSURE DIKE IS TIED INTO BANK
2727 14.419010.015YES / 25'LDike1C4.02C2.25627.25 937.3-584.05
LEAVE 25' NOTCH IN DIKE AT CRP-3784 6.01306.015YES / 25'RDike2C4.02C2.25627.82 937.6-584.45
MAYBE DEFICIENT; COULD NOT SEE WITH ICE1532 3.24743.035-RRevt2C4.03C2.25628.7-A937.7937.8584.50584.60
LEAVE 25' NOTCH IN DIKE AT CRP-3633 6.01056.015YES / 25'RDike2C4.02C2.25628.10 937.9-584.70
1025 6.01706.015-RDike2C4.01C2.24629.91 939.8-586.60
REPAIR LOWERED DIKE753 6.01256.015-RDike2C4.01C2.24629.99 940.0-586.75
REPAIR LOWERED DIKE663 6.01106.015-RDike2C4.01C2.24630.10 940.2-586.95
REPAIR LOWERED DIKE934 6.01556.015-RDike2C4.01C2.24630.30 940.4-587.15
REPAIR LOWERED DIKE964 6.01606.015-RDike2C4.01C2.24630.50 940.7-587.40
REPAIR LOWERED DIKE1025 6.01706.015-RDike2C4.01C2.24630.80 941.0-587.65
REPAIR LOWERED DIKE995 6.01656.015YES / 25'RDike2C4.02C2.24631.00 941.2-587.85
REPAIR LOWERED DIKE1266 6.02106.015-RDike2C4.01C2.24631.55 941.7-588.35
REPAIR LOWERED DIKE1085 6.01806.015-LDike2C4.01C2.24631.80 942.0-588.65
-- 0.00 -5------- ---
970 2.24502.035-RRevt1C4.03C2.24634.25943.9944.0590.50590.60
1373 3.24354.035-RRevt1C4.03C2.24634.25944.0944.1590.65590.70
FILL IN NOTCH IN DIKE301 6.0506.015-RDike2C4.01C2.24635.70 945.7-592.40
FILL IN NOTCH IN DIKE452 6.0756.015-RDike2C4.01C2.24636.00 946.0-592.65
FILL IN NOTCH IN DIKE482 6.0806.015-RDike2C4.01C2.23636.24 946.2-592.90
FILL IN NOTCH IN DIKE603 6.01006.015-RDike2C4.01C2.23636.55 946.5-593.20
FILL IN NOTCH IN DIKE693 6.01156.015-RDike2C4.01C2.23636.58 946.6-593.30
FILL IN NOTCHED DIKE452 6.0756.015-RDike2C4.01C2.23636.90 946.8-593.55
470 2.02303.03.005YES / 25'RDike2C4.02C2.23637.20 947.1-593.90
DEFIENCY 2.5-3 FT.
REPAIR ENTIRE KICKER TO +3. FIND NOTCH AND LEAVE NOTCH. AVERAGE
2495 1.81,3602.535YES / 25'RRevt2C4.04C2.23637.9-A947.1947.3593.95594.20
428 7.8557.015-LDike2C4.01C2.23638.8-A 948.5-595.60
SEGMENT MISSING. NOT SURE DEPTH TO ACTUAL ROCK850 2.63303.535-LRevt2C4.03C2.23641.1-A949.2949.2596.53596.58
635 2.01303.035-RRevt2C4.03C2.23642.55950.3950.3598.01598.05
Feet NAVD88
Inspection Notes/Damage Description to n s
Q u a n tity
T o ta l R e p a ir to n s /f
t) Q u a n tity
R e p d d itio n a l
D e fic ie n c y
(ft) L e n g th o f d itio n a l
H e ig h t ( f t)
D e fic ie n c y
A v e r a g e d itio n a l to n s /f
t) Q u a n tity
R e p
D fic ie n c y
(ft) L e n g th
H ig h t ( f t)
D e fic ie n c y
A v e r a
C R
P h e ig h t a b o v b u ild
W id th (ft)
R e p a ir
T p
L e n g th
(ft) D ik e N o tc h
B n k
T y p e
S tr u c tu r e
P rio rity
N u m b e r
D e ta il S h e e t
N u m b e r
P la n S h e e t
N u m b e r
S tr u c tu r e
CRP Elev. D/S U/S
CRP Elev.
D /S
R
M
U /S
R
M
ALL STRUCTURES INCLUDED UNDER PRIORITY 3: END OF CONTRACT.
ALL STRUCTURES INCLUDED UNDER PRIORITY 2: 01 DEC 24.
ALL STRUCTURES INCLUDED UNDER PRIORITY 1: 01 DEC 23.
DATE NO LATER AS SHOWN BELOW:
3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED ORDER OF WORK WITHIN THE WORK PLAN FOR APPROVAL. THE STRUCTURES BELOW SHOULD BE INCLUDED IN THE WORK PLAN WITH A COMPLETION
PERFORMANCE PERIOD TO ADDRESS SPECIFIC STRUCTURES TO RELIEVE SHOALING OR OTHER PERFORMANCE ISSUES.
2. NAVIGATION CHANNEL PERFORMANCE IS CRITICAL DURING THE WORK PERIOD. ON A LIMITED BASIS, THE GOVERNMENT MAY REQUIRE THE CONTRACTOR TO SHIFT WORK ORDER DURING THE
TO ADEQUATELY PLACE (AND NOT JUST DUMP OR CAST) ROCK AS WELL AS THE ABILITY TO INSPECT AND VERIFY QUANTITIES AT THESE HIGHER RIVER STAGES.
1. THE CONTRACTOR MUST ACQUIRE SPECIFIC APPROVAL FROM THE COR PRIOR TO PLACEMENT IF THE RIVER ELEVATION IS CRP+5 OR GREATER. THE CONTRACTOR WILL NEED TO SHOW THEIR ABILITY
ORDER OF WORK NOTES:
THE 0701 SUBMITTAL SHALL BE COMPLETED WITHIN 30 DAYS OF COMPLETION OF THE WORK4
THE LANDWARD END OF THE DIKE KEY. BURIED STONE REFUSAL IS 25 FOOT IN LENGTH AND CONSTRUCTED AS SHOWN ON SHEET C4.01.
INDIVIDUAL STRUCTURE LINE IN THE ABOVE TABLE. FLANKED DIKE WORK COORDINATES ARE ESTIMATES AS INSPECTION ACCESS WAS LIMITED AND DO NOT REFLECT
3. INCLUDE A BURIED STONE REFUSAL AT ALL STRUCTURES WHERE THE DIKE CONNECTION TO THE BANK HAS BEEN DAMAGED EVEN WHEN NOT NOTED ON THE
ELEVATION WITH NOTCH REMAINING
2. FILL IN NOTCH IN DIKE - FILL IN PREVIOUS CREATED NOTCHED TO STATED BSNP ELEVATION. REBUILD-NOTCHED DIKE - RESTORE NOTCH TO BSNP
DIFFERENCES GREATER THAN 2.5 FEET.
300 FT, DIFFERENCES GREATER THAN 100 FT FOR DEFICIENCY LENGTHS OF GREATER THAN 300 FT, AND ANY DEPTH (DEFICIENCY HEIGHT)
DIFFERENCES INCLUDE DEFICIENCY LENGTH, DIFFERENCES GREATER THAN 50 FT FOR STRUCTURES WITH DEFICIENCY LENGTHS OF LESS THAN
CONTACT THE CONTRACTING OFFICERS REPRESENTATIVE FOR DIRECTION PRIOR TO PLACING ROCK FOR THE STRUCTURE. EXCESSIVE
1. IF STRUCTURE LENGTHS OR DEPTHS THAT DIFFER APPRECIABLY FROM THE NUMBERS SHOWN ARE ENCOUNTERED, THE CONTRACTOR SHOULD
NOTES:
C3.01
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SHEET ID
OMAHA DISTRICT
OF ENGINEERS
US ARMY CORPS
REPAIR LOWERED DIKE1206 6.02006.015YES / 25'RDike2C4.01C2.32573.30 881.3-531.20
REPAIR LOWERED DIKE814 6.01356.015-RDike2C4.01C2.32573.55 881.5-531.45
REPAIR LOWERED DIKE814 6.01356.015-RDike2C4.01C2.32573.70 881.7-531.58
ALSO EXTEND DIKE 35 FT.980 6.91366.515-LDike1C4.01C2.32574.20 882.1-532.00
1299 2.06353.035-RRevt2C4.03C2.32574.40882.1882.2532.00532.11
FROM THERE TO 534.45
UPSTREAM IS AREA 1 FROM 534.65 TO 534.55. AREA 2 IS DOWNSTREAM
4784 4.31,1104.035-LRevt3C4.03C2.32577.30884.2884.5534.40534.65
583 4.51305.015-LDike1C4.01C2.32577.50 884.8-535.00
LHEAD - RAISE DIKE 578.45 TO REVETMENT HEIGHT AS PART OF REPAIR13976 2130 706 32.02303.035-RRevt1C4.03C2.32579.40885.5885.6535.70535.80
REPAIR TO REVETMENT HEIGHT. PART OF LHEAD WITH R579.4095 1.4701.815-RDike1C4.01C2.32578.45 885.6-535.83
BURIED STONE REFUSAL
DIKE IS FLANKED. DEFICIENCY IS ESTIMATE. TIE INTO BANK WITH 25FT
543 6.0906.015-LDike1C4.01C2.32578.51 885.8-536.00
LEAVE 30 FT. NOTCH IN PLACE1358 3.24304.035-RRevt1C4.03C2.32579.40886.0886.1536.20536.30
LHEAD . REPAIR DIKE TO REVETMENT HEIGHT132 1.01301.315YES / 30'RDike1C4.02C2.32578.70 886.1-536.30
501 2.02453.035-LRevt2C4.03C2.32580.10886.8886.8536.92536.99
654 2.03203.035YES / 25'LRevt2C4.03C2.31580.10887.0887.2537.18537.28
1483 10.81378.515-RDike1C4.01C2.31579.92 887.4-537.50
379 3.21204.015-RDike3C4.01C2.31580.15 887.6-537.70
335 2.61303.515-RDike3C4.01C2.31580.30 887.6-537.75
417 1.52752.015-RDike2C4.01C2.31581.00 888.0-538.15
511 2.02503.015-RDike2C4.01C2.31582.45 888.8-539.05
SONORA FILL IN GAP AND EXTEND DIKE TO PILE312614.4 175 10 9.8638.03.005-RDike3C4.01C2.31583.74 889.4-539.70
DEFICIENT.
SONORA REVT - LOWER. REVETMENT VARIES BETWEEN 0 AND 3 FEET
875 2.04283.035-RRevt2C4.03C2.31584.60889.6889.7539.85539.95
961 2.04703.035-RRevt2C4.03C2.31584.60889.8889.9540.10540.20
404 4.5905.015-LDike1C4.01C2.31585.20 890.6-540.90
REFUSAL.
DIKE IS FLANKED ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED STONE
5180 29.617515.015-LDike1C4.01C2.31585.30 890.7-541.00
1.5 AVERAGE DEFICIENCY 1373 3.24354.035YES / 25'RRevt3C4.03C2.31587.15-B890.8891.3541.05541.50
ENTIRE LENGTH IS VARIABLE. 2FT DEFICIENCY IS AVERAGE5387 2.22,5002.035YES / 25'RRevt3C4.03C2.31587.15-B891.3891.5541.50541.65
SOME SECTIONS ARE OK.
ENTIRE REVETMENT IS RAGGED FROM 2 TO 4' DEFICIENT. REPAIR TO +3.
5818 3.21,8003.035-LRevt3C4.03C2.31589.10892.5892.9542.50542.85
REPAIR LOWERED DIKE1206 6.02006.03.005YES / 25'RDike2C4.01C2.31588.81 893.4-543.20
1442 3.83804.535YES / 25'RRevt1C4.04C2.31589.90893.8893.9543.55543.63
SHORTEN EXISTING NOTCH BACK TO "ORIGINAL" 50 FT WIDTH14104.5 75 5 1.85852.535YES / 50'LRevt1C4.04C2.30592.20895.1895.2544.55544.65
PRETTY BAD. AREA #2 HAS WATER ON BOTH SIDES
A COUPLE HOLES EARLY ON ABOUT 20' LONG. THEN THE D/S END IS
4956 4.31,1504.035-LRevt3C4.03C2.30592.20895.4895.6544.75544.95
REPAIR NOTCHED/LOWERED DIKE1266 6.02106.015YES / 25'RDike2C4.01C2.30590.85 895.8-545.05
4412 3.21,3653.035-LRevt3C4.03C2.30592.20895.8896.3545.10545.40
REPAIR NOTCHED/LOWERED DIKE543 6.0906.015YES / 25'LDike2C4.01C2.30591.51 896.3-545.40
REPAIR NOTCHED/LOWERED DIKE1085 6.01806.015YES / 25'RDike2C4.01C2.30591.80 896.7-545.70
AVERAGE DEFICIENCY5139 3.21,5903.035-LRevt3C4.03C2.30592.20896.4896.8545.50545.80
7602.6 160 3.5 2.01703.015-RDike2C4.01C2.30592.3-B 897.0-545.95
542 2.52203.435-RRevt2C4.03C2.30592.81897.2897.3546.10546.15
286 2.01403.015-LDike2C4.01C2.30592.23 897.4-546.25
PRIORITY ARE GUESSES
DIDN'T HAVE IN SPREADSHEET FROM INSPECTION. DEFICIENCY AND
12287.8 75 7 2.03153.035-RRevt1C4.03C2.30592.81897.6897.7546.40546.50
ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED STONE REFUSAL
REPAIR DIKE TO SAME HEIGHT AS REVETMENT - CRP+3. DIKE IS FLANKED.
1132 9.81168.03.005-RDike1C4.01C2.30592.40 897.7-546.50
368 2.01803.035-RRevt1C4.03C2.30592.81897.7897.8546.54546.58
REPAIR LOWERED DIKE844 6.01406.015-LDike2C4.01C2.30592.90 898.5-547.20
REPAIR LOWERED DIKE784 6.01306.015-LDike2C4.01C2.30593.00 898.7-547.40
REPAIR LOWERED DIKE723 6.01206.015-LDike2C4.01C2.30593.09 898.8-547.60
REPAIR LOWERED DIKE693 6.01156.015-LDike2C4.01C2.30593.19 899.1-547.85
REPAIR LOWERED DIKE663 6.01106.015-LDike2C4.01C2.30593.30 899.3-548.05
REPAIR LOWERED DIKE422 6.0706.015-LDike2C4.01C2.30593.36 899.5-548.30
REPAIR LOWERED DIKE603 6.01006.015-LDike2C4.01C2.30593.47 899.8-548.59
REPAIR LOWERED DIKE723 6.01206.015-LDike2C4.01C2.29595.35 902.4-551.05
REPAIR LOWERED DIKE844 6.01406.015-LDike2C4.01C2.29595.55 902.7-551.25
REPAIR LOWERED DIKE753 6.01256.015-LDike2C4.01C2.29595.71 902.9-551.45
REPAIR LOWERED DIKE1326 6.02206.015-LDike2C4.01C2.29596.10 903.3-551.80
REPAIR LOWERED DIKE784 6.01306.015-LDike2C4.01C2.29596.40 903.8-552.20
356 2.21652.035-LRevt2C4.03C2.29559.70906.2906.3554.05554.10
REPAIR TO REVETMENT HEIGHT2941 3.87803.515-LDike1C4.01C2.29600.1-A 906.8-554.50
2225 3.85903.535-LRevt1C4.03C2.29600.6-A906.6906.8554.40554.55
1840 3.84854.535-LRevt1C4.03C2.29600.6-A906.9907.0554.60554.70
LEAVE NOTCH AT TARGET1352 2.65253.535-RRevt1C4.03C2.29600.79907.4907.5555.05555.15
Feet NAVD88
Inspection Notes/Damage Description to n s
T o ta l R e p a ir Q u a n tity to n s /f
t) Q u a n tity
A d d itio n a l R e p fic ie n c y
(ft) A d d itio n a l L e n g th ig h t ( f t)
D e fic ie n c y
A d d itio n a l A v e ra n s /f
t) R e p a ir Q u a n tity f t)
L e n g th o f D e fic ie n c y ig h t ( f t)
A v e ra g e D e fic ie n c y a b o v e C
R P
R e b u ild to h e ig h t
R e p a ir T o p
W id th (ft)
L e n g th f t)
D ik e N o tc h e n k
T y p e
S tr u c tu r e
P rio rity
D e ta il S h e e t N u m b e r
P la n S h e e t N u m b e r
N u m b e r
S tr u c tu r e
CRP Elev. D/SCRP Elev. U/S
D /S
R
M
U /S
R
M
ALL STRUCTURES INCLUDED UNDER PRIORITY 3: END OF CONTRACT.
ALL STRUCTURES INCLUDED UNDER PRIORITY 2: 01 DEC 24.
ALL STRUCTURES INCLUDED UNDER PRIORITY 1: 01 DEC 23.
DATE NO LATER AS SHOWN BELOW:
3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED ORDER OF WORK WITHIN THE WORK PLAN FOR APPROVAL. THE STRUCTURES BELOW SHOULD BE INCLUDED IN THE WORK PLAN WITH A COMPLETION
PERFORMANCE PERIOD TO ADDRESS SPECIFIC STRUCTURES TO RELIEVE SHOALING OR OTHER PERFORMANCE ISSUES.
2. NAVIGATION CHANNEL PERFORMANCE IS CRITICAL DURING THE WORK PERIOD. ON A LIMITED BASIS, THE GOVERNMENT MAY REQUIRE THE CONTRACTOR TO SHIFT WORK ORDER DURING THE
TO ADEQUATELY PLACE (AND NOT JUST DUMP OR CAST) ROCK AS WELL AS THE ABILITY TO INSPECT AND VERIFY QUANTITIES AT THESE HIGHER RIVER STAGES.
1. THE CONTRACTOR MUST ACQUIRE SPECIFIC APPROVAL FROM THE COR PRIOR TO PLACEMENT IF THE RIVER ELEVATION IS CRP+5 OR GREATER. THE CONTRACTOR WILL NEED TO SHOW THEIR ABILITY
ORDER OF WORK NOTES:
THE 0701 SUBMITTAL SHALL BE COMPLETED WITHIN 30 DAYS OF COMPLETION OF THE WORK4
THE LANDWARD END OF THE DIKE KEY. BURIED STONE REFUSAL IS 25 FOOT IN LENGTH AND CONSTRUCTED AS SHOWN ON SHEET C4.01.
INDIVIDUAL STRUCTURE LINE IN THE ABOVE TABLE. FLANKED DIKE WORK COORDINATES ARE ESTIMATES AS INSPECTION ACCESS WAS LIMITED AND DO NOT REFLECT
3. INCLUDE A BURIED STONE REFUSAL AT ALL STRUCTURES WHERE THE DIKE CONNECTION TO THE BANK HAS BEEN DAMAGED EVEN WHEN NOT NOTED ON THE
ELEVATION WITH NOTCH REMAINING
2. FILL IN NOTCH IN DIKE - FILL IN PREVIOUS CREATED NOTCHED TO STATED BSNP ELEVATION. REBUILD-NOTCHED DIKE - RESTORE NOTCH TO BSNP
DIFFERENCES GREATER THAN 2.5 FEET.
300 FT, DIFFERENCES GREATER THAN 100 FT FOR DEFICIENCY LENGTHS OF GREATER THAN 300 FT, AND ANY DEPTH (DEFICIENCY HEIGHT)
DIFFERENCES INCLUDE DEFICIENCY LENGTH, DIFFERENCES GREATER THAN 50 FT FOR STRUCTURES WITH DEFICIENCY LENGTHS OF LESS THAN
CONTACT THE CONTRACTING OFFICERS REPRESENTATIVE FOR DIRECTION PRIOR TO PLACING ROCK FOR THE STRUCTURE. EXCESSIVE
1. IF STRUCTURE LENGTHS OR DEPTHS THAT DIFFER APPRECIABLY FROM THE NUMBERS SHOWN ARE ENCOUNTERED, THE CONTRACTOR SHOULD
C3.02
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S
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D B
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C O
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SHEET ID
OMAHA DISTRICT
OF ENGINEERS
US ARMY CORPS
REFUSAL
DIKE IS FLANKED. ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED STONE
5091 168 1 4.5825.03.005-LDike1C4.01C2.37538.72 847.8-498.95
DEFICIENCY IS VARIABLE3886 2.01,9003.035-LRevt3C4.03C2.37540.20848.3848.8499.30499.72
ACTUAL MILEAGE = 501.02 -500.3512324 3.23,8133.035-RRevt3C4.03C2.37542.80849.5850.1500.35501.05
5656 6.58756.035YES / 25'LRevt3C4.03C2.37542.88850.7850.9501.60501.80
END OF DIKE IS GONE. 663 6.01106.015-LDike1C4.01C2.37543.61 851.8-502.70
REPAIR TO _31026 3.23254.03.005YES / 25'RDike2C4.01C2.37545.11 853.3-504.42
2473 3.27653.035-RRevt3C4.03C2.37546.15853.4853.5504.55504.75
DOWNSTREAM SEGMENT IS OPEN WATER. 337 2.01653.035-RRevt3C4.03C2.37546.15853.5853.5504.75504.85
4525 3.21,4003.035-RRevt3C4.03C2.37546.15853.5853.9504.85505.15
DIKE IS OVERLY SHORT. 9' IS AVERAGE DEFICIENCY896 11.9759.015-LDike3C4.01C2.36546.25 854.8-506.00
REFUSAL.
POSSIBLE FLANK. ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED STONE
379 3.21204.015YES / 25'RDike1C4.02C2.36547.31 855.7-507.00
LEAVE 20' NOTCH942 4.52105.015YES / 25'RDike1C4.02C2.36547.85 856.2-507.50
543 3.21724.015-RDike1C4.01C2.36547.97 856.5-507.85
15256 113 6 6.01406.035-RRevt3C4.03C2.36553.80859.0859.1510.10510.18
SEDIMENT FOR ERDC SURVEY
DEFICIENCY AMOUNT NOT NOTED IN INSPECTION. ESTIMATE. BURIED IN
515 3.21634.015-RDike2C4.01C2.36553.85 860.8-512.10
1534 2.07503.035-LRevt2C4.03C2.36555.62a861.0861.2512.30512.42
AVERAGE DEFICIENCY1432 2.07003.035-LRevt2C4.03C2.36555.62a861.3861.4512.50512.60
489 3.21554.015-RDike2C4.01C2.35554.41 861.5-512.70
AVERAGE DEFICIENCY426 3.21354.015YES / 25'RDike2C4.01C2.35555.00 862.0-513.25
395 3.21254.015-RDike2C4.01C2.35556.41 863.1-514.50
1025 6.01706.015-RDike2C4.01C2.35556.51 863.3-514.65
CLOSURE STRUCTURE AT DEROIN BLOWOUT. 8244 11.96909.015-LDike1C4.01C2.35556.60-A 865.7-516.80
REPAIR NOTCHED DIKE392 6.0656.015YES / 25'RDike2C4.01C2.34559.50 867.2-517.80
IS AT GRADE AND TIE TO BANK WITH 25 FT BURIED STONE REFUSAL.
FLANKED LOWERED DIKE. DEFICIENCY ESTIMATE. ENSURE ENTIRE LENGTH
603 6.01006.015YES / 25'LDike2C4.01C2.34560.35 868.1-518.75
FILL IN NOTCH AND ENSURE REMAINDER OF DIKE IS AT GRADE543 6.0906.015-LDike3C4.01C2.34560.55 868.3-519.00
-- 0.00 -5------- ---
NO SIGN OF DIKE. GUESS AS TO DEFICIENCY. 723 6.01206.015YES / 25'LDike3C4.01C2.34560.75 868.5-519.20
2291 6.03806.035-LRevt1C4.03C2.34561.2b868.6868.8519.25519.35
REFUSAL
FILL NOTCH AND ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED STONE
474 3.21504.015-LDike1C4.01C2.34560.90 868.9-519.45
10343 6.51,6006.035-LRevt1C4.03C2.34562.10870.4870.8520.63520.95
862 4.32004.035-LRevt3C4.03C2.34562.54870.9871.0521.07521.11
LHEAD - REPAIR TO REVETMENT HEIGHT137 1.5902.03.005-LDike3C4.01C2.34562.35 871.0-521.13
1107 1.57302.035-LRevt1C4.03C2.34563.4-A871.9871.9522.33522.40
REVETMENT HEIGHT
NO SIGN OF DIKE OR REVETMENT. GUESS AS TO DEFICIENCY. REPAIR TO
2713 4.56055.015-LDike1C4.01C2.34563.39 871.9-522.40
NO SIGN OF DIKE OR REVETMENT. GUESS AS TO DEFICIENCY24224.5 215 5 4.53255.035-LRevt1C4.03C2.34563.46871.9872.0522.34522.44
568 3.21804.015-RDike3C4.01C2.34565.40 874.0-524.30
359 4.5805.015-RDike3C4.01C2.34565.60 874.2-524.50
STONE REFUSAL
DIKE IS NEAR FLANKING. ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED
229 1.81252.515-RDike3C4.01C2.33565.75 874.4-524.70
474 3.21504.015-RDike3C4.01C2.33565.90 874.6-524.90
478 3.81264.515-RDike3C4.01C2.33566.05 874.7-525.10
276 2.01353.015-RDike3C4.01C2.33566.26 874.9-525.27
412 2.61603.515YES / 25'RDike3C4.01C2.33566.30 875.0-525.40
REPAIR TO REVETMENT HEIGHT307 2.01503.03.005-RDike3C4.01C2.33566.70 875.3-525.65
2973 1.51,9602.035YES / 25'RRevt3C4.03C2.33568.10875.3875.7525.70526.10
816 4.51825.015-LDike1C4.01C2.33568.11 876.9-527.20
904 6.01506.015-LDike1C4.01C2.33568.40 877.1-527.40
861 4.51925.015-LDike1C4.01C2.33569.69 878.3-528.40
REPAIR TO REVETMENT HEIGHT. CROSSING CONTROL605 4.51355.03.005-LDike2C4.01C2.33570.50 878.7-528.85
95652 1.51910 26003 21.51,1302.035-RRevt3C4.03C2.33571.00877.8878.7527.80528.90
REPAIR LOWERED/NOTCHED DIKE1025 6.01706.015YES / 25'LDike2C4.01C2.33571.20 879.3-529.45
REPAIR LOWERED/NOTCHED DIKE1085 6.01806.015YES / 25'RDike2C4.01C2.33571.51 879.5-529.70
REPAIR LOWERED/NOTCHED DIKE784 6.01306.015YES / 25'RDike2C4.01C2.33571.90 879.8-530.00
LOWER 200 FEET IS OPEN TO WATER3879 6.56006.035-LRevt1C4.03C2.33572.3-A879.9880.0530.05530.15
REPAIR LOWERED/NOTCHED DIKE753 6.01256.015YES / 25'RDike2C4.01C2.33572.25 880.1-530.20
PART OF LHEAD. REPAIR TO REVETMENT HEIGHT184 1.71102.33.005-LDike1C4.01C2.33572.30 880.1-530.25
PART OF LHEAD1184 3.23754.035-LRevt1C4.03C2.33572.35880.1880.2530.20530.28
ENSURE DIKE IS TIED INTO BANK WITH 25' BURIED STONE REFUSAL723 6.01206.015YES / 25'RDike2C4.01C2.33572.55 880.4-530.45
REPAIR LOWERED DIKE1296 6.02156.015-RDike2C4.01C2.33572.80 880.6-530.65
REFUSAL.
REPAIR LOWERED DIKE AND TIE INTO BANK WITH 25 FT BURIED STONE
1808 6.03006.015YES / 25'RDike2C4.01C2.33573.00 881.0-530.90
Feet NAVD88
Inspection Notes/Damage Description to n s
T o ta l R e p a ir Q u a n tity to n s /f
t) Q u a n tity
A d d itio n a l R e p fic ie n c y
(ft) A d d itio n a l L e n g th ig h t ( f t)
D e fic ie n c y
A d d itio n a l A v e ra n s /f
t) R e p a ir Q u a n tity f t)
L e n g th o f D e fic ie n c y ig h t ( f t)
A v e ra g e D e fic ie n c y a b o v e C
R P
R e b u ild to h e ig h t
R e p a ir T o p
W id th (ft)
L e n g th f t)
D ik e N o tc h e n k
T y p e
S tr u c tu r e
P rio rity
D e ta il S h e e t N u m b e r
P la n S h e e t N u m b e r
N u m b e r
S tr u c tu r e
D/S CRP Elev.
U/S CRP Elev.
D /S
R
M
U /S
R
M
ALL STRUCTURES INCLUDED UNDER PRIORITY 3: END OF CONTRACT.
ALL STRUCTURES INCLUDED UNDER PRIORITY 2: 01 DEC 24.
ALL STRUCTURES INCLUDED UNDER PRIORITY 1: 01 DEC 23.
DATE NO LATER AS SHOWN BELOW:
3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED ORDER OF WORK WITHIN THE WORK PLAN FOR APPROVAL. THE STRUCTURES BELOW SHOULD BE INCLUDED IN THE WORK PLAN WITH A COMPLETION
PERFORMANCE PERIOD TO ADDRESS SPECIFIC STRUCTURES TO RELIEVE SHOALING OR OTHER PERFORMANCE ISSUES.
2. NAVIGATION CHANNEL PERFORMANCE IS CRITICAL DURING THE WORK PERIOD. ON A LIMITED BASIS, THE GOVERNMENT MAY REQUIRE THE CONTRACTOR TO SHIFT WORK ORDER DURING THE
TO ADEQUATELY PLACE (AND NOT JUST DUMP OR CAST) ROCK AS WELL AS THE ABILITY TO INSPECT AND VERIFY QUANTITIES AT THESE HIGHER RIVER STAGES.
1. THE CONTRACTOR MUST ACQUIRE SPECIFIC APPROVAL FROM THE COR PRIOR TO PLACEMENT IF THE RIVER ELEVATION IS CRP+5 OR GREATER. THE CONTRACTOR WILL NEED TO SHOW THEIR ABILITY
ORDER OF WORK NOTES:
THE 0701 SUBMITTAL SHALL BE COMPLETED WITHIN 30 DAYS OF COMPLETION OF THE WORK4
THE LANDWARD END OF THE DIKE KEY. BURIED STONE REFUSAL IS 25 FOOT IN LENGTH AND CONSTRUCTED AS SHOWN ON SHEET C4.01.
INDIVIDUAL STRUCTURE LINE IN THE ABOVE TABLE. FLANKED DIKE WORK COORDINATES ARE ESTIMATES AS INSPECTION ACCESS WAS LIMITED AND DO NOT REFLECT
3. INCLUDE A BURIED STONE REFUSAL AT ALL STRUCTURES WHERE THE DIKE CONNECTION TO THE BANK HAS BEEN DAMAGED EVEN WHEN NOT NOTED ON THE
ELEVATION WITH NOTCH REMAINING
2. FILL IN NOTCH IN DIKE - FILL IN PREVIOUS CREATED NOTCHED TO STATED BSNP ELEVATION. REBUILD-NOTCHED DIKE - RESTORE NOTCH TO BSNP
DIFFERENCES GREATER THAN 2.5 FEET.
300 FT, DIFFERENCES GREATER THAN 100 FT FOR DEFICIENCY LENGTHS OF GREATER THAN 300 FT, AND ANY DEPTH (DEFICIENCY HEIGHT)
DIFFERENCES INCLUDE DEFICIENCY LENGTH, DIFFERENCES GREATER THAN 50 FT FOR STRUCTURES WITH DEFICIENCY LENGTHS OF LESS THAN
CONTACT THE CONTRACTING OFFICERS REPRESENTATIVE FOR DIRECTION PRIOR TO PLACING ROCK FOR THE STRUCTURE. EXCESSIVE
1. IF STRUCTURE LENGTHS OR DEPTHS THAT DIFFER APPRECIABLY FROM THE NUMBERS SHOWN ARE ENCOUNTERED, THE CONTRACTOR SHOULD
C3.03
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SHEET ID
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OF ENGINEERS
US ARMY CORPS
WIDTH
FOR REPAIR TOP
SEE C3 SHEETS
REPAIR HEIGHT
FOR AVERAGE
SEE C3 SHEETS
DEFICIENCY LENGTH
SEE C3 SHEETS FOR
MILE IS LISTED ON THE THE C2 OR C3 SHEETS.
3) APPROXIMATE STRUCTURE RIVER
AND GENERAL REPAIR GUIDANCE.
"STRUCTURES" FOR DEFINITIONS
2) SEE SPECIFICATION 35 31 20
AVAILABLE ON THE C2 OR C3 SHEETS.
1) STRUCTURE REPAIR DIMENSIONS
NOTES:
SECTION
DEGRADED
ANGLE OF REPOSE
8'
9'
TYPICAL SECTION
BURIED STONE REFUSAL
NOT TO SCALE
EXISTING GROUND
ANGLE OF REPOSE
8'
REFUSAL
STONE
BURIED
NOT TO SCALE
SHOWN IN THE SITE PLANS
COORDINATE POINT AS
(AVE 7 TONS/LF)
STONE FILL
(AVE 7 TONS/LF)
EXISTING GROUND
ANGLE OF REPOSE
STONE FILL
NOT TO SCALE
SHOWN IN THE SITE PLANS
COORDINATE POINT AS
DEFICIENCY LENGTH
SEE C3 SHEETS FOR
CRP +3.0'
CRP +3.0'
ELEVATION =
DEFICIENCY LENGTH
SEE C3 SHEETS FOR
OF REPOSE
ANGLE
GROUND
EXISTING
REPOSE
ANGLE OF
TYPICAL SECTION
TYPICAL CENTERLINE PROFILE OF SPUR DIKE & REFUSAL
NEW STONE FILL
TYPICAL SECTION
TYPICAL CENTERLINE PROFILE OF SPUR DIKE ONLY
REPAIR TOP WIDTH
SEE C3 SHEETS FOR
AZIMUTH LINE
STRUCTURE
SECTION
NOT TO SCALE
DIKE
ROCK
EXISTING
PLANE (CRP)
REFERENCE
CONSTRUCTION
PILING
H
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H B
A N
K
E X
IS
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ROCK DIKE
EXISTING
PILING
DIKE REPAIR TYPICAL - PLAN VIEW
NOT TO SCALE
SECTION
NOT TO SCALE
STRUCTURE
EXISTING PILE
OF DIKE
PORTION
BURIED
STONE FILL
EXISTING
(RECYCLING ALL TOP SOIL REMOVED)
EXCAVATE AND BACKFILL
(RECYCLING ALL TOP SOIL REMOVED)
EXCAVATE AND BACKFILL
PLANE (CRP)
REFERENCE
CONSTRUCTION
C E
N T
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L
IN
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S T
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C T
U
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11 ON 1
TO EXCEED
BUT NOT
11 ON 1
SLOPE
APPROX.
11 ON 1
TO EXCEED
BUT NOT
11 ON 1
SLOPE
APPROX.
STONE FILL
EXISTING GROUND LINE
TYPICAL CROSS SECTION OF SPUR DIKE
NOT TO SCALE
HIGH BANK
EXISTING
COMPLEX DIKE AT +3.0)
DIKE AT +3.0 & KICKER
DIKE AT +1.0, L-HEAD
(CRP) (STAND ALONE
REFERENCE PLANE
CONSTRUCTION
DISTANCE ABOVE
COMPLEX = CRP +3.0 (*)
3. IF DIKE IS PART OF A KICKER
STRUCTURE = CRP +3.0
2. IF DIKE IS PART OF A L-HEAD
1. STAND ALONE DIKE = CRP +1.0
COMPLEX = CRP +3.0 (*)
3. IF DIKE IS PART OF A KICKER
STRUCTURE = CRP +3.0
2. IF DIKE IS PART OF A L-HEAD
1. STAND ALONE DIKE = CRP +1.0
COMPLEX = CRP +3.0 (*)
3. IF DIKE IS PART OF A KICKER
STRUCTURE = CRP +3.0
2. IF DIKE IS PART OF A L-HEAD
1. STAND ALONE DIKE = CRP +1.0
CROSSING AND THE NEXT STRAIGHT-OUT DIKE DOWNSTREAM
(*) KICKER COMPLEX CONSISTS OF THE KICKER REVETMENT AT THE
CROSSING AND THE NEXT STRAIGHT-OUT DIKE DOWNSTREAM
(*) KICKER COMPLEX CONSISTS OF THE KICKER REVETMENT AT THE
25'
STRUCTURE WITHOUT PRIOR APPROVAL OF THE COR.
4. REPAIR SEGMENT LENGTH AND ROCK TONS SHALL NOT BE EXPANDED BEYOND THE TABULATED AMOUNT FOR ANY
STRUCTURE WITH THE DESIRED GEOMETRY AND MINIMAL VOIDS.
WITH THIS PROCESS. AVOID INCREASING THE REVETMENT LAYER THICKNESS. THIS SHOULD RESULT IN A DENSE AND COMPACT THE ROCK DOWN TO ACHIEVE DESIGN ELEVATION. DO NOT DAMAGE THE REVETMENT OR UNDERLYING BANK MATERIAL WHEN PLACING ROCK ON A REVETMENT IN AREAS WITH AN INTACT BANK BACKING, BUILD ABOVE FINAL GRADE AND TAMP THE REPAIR SECTION AND THEN TAMPING THE ROCK DOWN TO ACHIEVE THE DESIRED CROWN WIDTH AND ELEVATION.
PRACTICE IS SIMILAR TO A DIKE. REPAIR WILL CONSIST OF BUILDING THE STRUCTURE HEIGHT ABOVE THE FINAL GRADE IN
3. AT KICKER STRUCTURES AND REVETMENTS THAT HAVE LOST ALL BANK BACKING MATERIAL BEHIND THE REVETMENT, REPAIR
LOWER NON-REPAIR SECTION THAT WOULD CREATE BANK EROSIVE CONDITIONS DUE TO REVETMENT ROCK HEIGHT.
FLOW PATH ALONG THE BANK. UNDER NO CIRCUMSTANCES SHALL THE REVETMENT REPAIR BE TERMINATED TO CAUSE A FIELD ADJUSTMENT MAY BE REQUIRED TO AVOID CREATION OF A LOWER NON-REPAIR SECTION THAT WOULD CREATE A WHEN PRACTICAL. GENERAL PRACTICE IS TO CONTINUE THE REPAIR SEGMENT UNTIL ELEVATIONS ARE WITHIN ONE FOOT.
IT IS PREFERABLE THAT THE REPAIR SEGMENT TERMINATES IN AN AREA WITH GOOD QUALITY BANK MATERIAL BACKING FINAL REVETMENT GRADE IN THE REPAIR SECTION MAY BE HIGHER THAN AN ADJACENT UNREPAIRED SECTION.
2. REVETMENT STRUCTURE REPAIRS MAY INCLUDE ONE OR MORE SEPARATE SEGMENTS AND NOT THE ENTIRE STRUCTURE.
THE LANDWARD DIKE END BE AT A LOWER ELEVATION THAN THE RIVERWARD END.
AND COMPACT STRUCTURE WITH THE DESIRED GEOMETRY AND MINIMAL VOIDS. UNDER NO CIRCUMSTANCES SHALL TAMP THE ROCK IN A MANNER THAT RESULTS IN SIGNIFICANT MATERIAL DAMAGE. THIS SHOULD RESULT IN A DENSE SECTION AND THEN TAMPING THE ROCK DOWN TO ACHIEVE THE DESIRED CROWN WIDTH AND ELEVATION. DO NOT THIS PROCESS WILL CONSIST OF BUILDING THE DIKE HEIGHT SLIGHTLY ABOVE THE FINAL GRADE IN THE REPAIR SLOPE (MAXIMUM OF 1 FOOT) FOR ENTIRE DIKE LENGTH FROM THE BANK TO THE RIVERWARD END. NORMALLY TO THE RIVERWARD END. CONTRACTOR SHALL REGRADE THE ENTIRE DIKE TOP AS NECESSARY TO PROVIDE MINIMAL
1. FINAL CONSTRUCTED DIKE CROWN MUST MAINTAIN A LEVEL OR SLIGHT DOWNWARD SLOPE FROM THE BANK
STONE NOTES:
C4.01
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OF ENGINEERS
US ARMY CORPS
WIDTH
FOR REPAIR TOP
SEE C3 SHEETS
REPAIR HEIGHT
FOR AVERAGE
SEE C3 SHEETS
ROCK DIKE
EXISTING
PILING
H
IG
H B
A N
K
E X
IS
T
VARIES
DEFICIENCY LENGTH
SEE C3 SHEETS FOR
DEGRADED SECTION
NOT TO SCALE
NOTCHED DIKE REPAIR TYPICAL - PLAN VIEW
NOT TO SCALE
1SECTION
HIGH BANK
EXISTING
OF DIKE
PORTION
BURIED
STONE FILL
EXISTING
STRUCTURE
EXISTING PILE
REPOSE
ANGLE OF
INVERT ELEVATION 3' BELOW CRP
1 1
VARIES
DEFICIENCY LENGTH
SEE C3 SHEETS FOR
AZIMUTH LINE
STRUCTURE
NOT TO SCALE
2SECTION
PLANE (CRP)
REFERENCE
CONSTRUCTION
NOT TO SCALE
SECTION
EXISTING
DIKE
ROCK
AZIMUTH LINE
STRUCTURE
PILING
PLANE (CRP)
REFERENCE
CONSTRUCTION
DIKE LENGTH AWAY FROM THE BANK.
A MINIMUM DISTANCE OF 2/3 THE TOTAL
5) NOTCH LOCATION SHALL BE LOCATED
NOTCH OPENINGS.
SHOULD BE MADE TO MAINTAIN
THE C2 OR C3 SHEETS. EFFORTS
4) NOTCHED DIKES ARE IDENTIFIED ON
ON THE C2 OR C3 SHEETS.
STRUCTURE RIVER MILE IS LISTED
3) APPROXIMATE
AND GENERAL REPAIR GUIDANCE.
"STRUCTURES" FOR DEFINITIONS
2) SEE SPECIFICATION 35 31 20
AVAILABLE ON THE C2 OR C3 SHEETS.
1) STRUCTURE REPAIR DIMENSIONS
NOTES:
SEE C3 SHEETS
NOTCH LENGTH
TYP. CRP (-3)
ELEVATION
INVERT
NOTCH
SEE C3 SHEETS
NOTCH LENGTH
COMPLEX = CRP +3.0 (*)
3. IF DIKE IS PART OF A KICKER
STRUCTURE = CRP +3.0
2. IF DIKE IS PART OF A L-HEAD
1. STAND ALONE DIKE = CRP +1.0
(*) KICKER COMPLEX CONSISTS OF THE KICKER REVETMENT AT THE CROSSING AND THE NEXT STRAIGHT-OUT DIKE DOWNSTREAM
STRUCTURE WITHOUT PRIOR APPROVAL OF THE COR.
4. REPAIR SEGMENT LENGTH AND ROCK TONS SHALL NOT BE EXPANDED BEYOND THE TABULATED AMOUNT FOR ANY
STRUCTURE WITH THE DESIRED GEOMETRY AND MINIMAL VOIDS.
WITH THIS PROCESS. AVOID INCREASING THE REVETMENT LAYER THICKNESS. THIS SHOULD RESULT IN A DENSE AND COMPACT THE ROCK DOWN TO ACHIEVE DESIGN ELEVATION. DO NOT DAMAGE THE REVETMENT OR UNDERLYING BANK MATERIAL WHEN PLACING ROCK ON A REVETMENT IN AREAS WITH AN INTACT BANK BACKING, BUILD ABOVE FINAL GRADE AND TAMP THE REPAIR SECTION AND THEN TAMPING THE ROCK DOWN TO ACHIEVE THE DESIRED CROWN WIDTH AND ELEVATION.
PRACTICE IS SIMILAR TO A DIKE. REPAIR WILL CONSIST OF BUILDING THE STRUCTURE HEIGHT ABOVE THE FINAL GRADE IN
3. AT KICKER STRUCTURES AND REVETMENTS THAT HAVE LOST ALL BANK BACKING MATERIAL BEHIND THE REVETMENT, REPAIR
LOWER NON-REPAIR SECTION THAT WOULD CREATE BANK EROSIVE CONDITIONS DUE TO REVETMENT ROCK HEIGHT.
FLOW PATH ALONG THE BANK. UNDER NO CIRCUMSTANCES SHALL THE REVETMENT REPAIR BE TERMINATED TO CAUSE A FIELD ADJUSTMENT MAY BE REQUIRED TO AVOID CREATION OF A LOWER NON-REPAIR SECTION THAT WOULD CREATE A WHEN PRACTICAL. GENERAL PRACTICE IS TO CONTINUE THE REPAIR SEGMENT UNTIL ELEVATIONS ARE WITHIN ONE FOOT.
IT IS PREFERABLE THAT THE REPAIR SEGMENT TERMINATES IN AN AREA WITH GOOD QUALITY BANK MATERIAL BACKING FINAL REVETMENT GRADE IN THE REPAIR SECTION MAY BE HIGHER THAN AN ADJACENT UNREPAIRED SECTION.
2. REVETMENT STRUCTURE REPAIRS MAY INCLUDE ONE OR MORE SEPARATE SEGMENTS AND NOT THE ENTIRE STRUCTURE.
THE LANDWARD DIKE END BE AT A LOWER ELEVATION THAN THE RIVERWARD END.
AND COMPACT STRUCTURE WITH THE DESIRED GEOMETRY AND MINIMAL VOIDS. UNDER NO CIRCUMSTANCES SHALL TAMP THE ROCK IN A MANNER THAT RESULTS IN SIGNIFICANT MATERIAL DAMAGE. THIS SHOULD RESULT IN A DENSE SECTION AND THEN TAMPING THE ROCK DOWN TO ACHIEVE THE DESIRED CROWN WIDTH AND ELEVATION. DO NOT THIS PROCESS WILL CONSIST OF BUILDING THE DIKE HEIGHT SLIGHTLY ABOVE THE FINAL GRADE IN THE REPAIR SLOPE (MAXIMUM OF 1 FOOT) FOR ENTIRE DIKE LENGTH FROM THE BANK TO THE RIVERWARD END. NORMALLY TO THE RIVERWARD END. CONTRACTOR SHALL REGRADE THE ENTIRE DIKE TOP AS NECESSARY TO PROVIDE MINIMAL
C4.02
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US ARMY CORPS
DEFICIENCY LENGTH
SEE C3 SHEETS FOR
ON THE THE C2 OR C3 SHEETS.
STRUCTURE RIVER MILE IS LISTED
3) APPROXIMATE
AND GENERAL REPAIR GUIDANCE.
"STRUCTURES" FOR DEFINITIONS
2) SEE SPECIFICATION 35 31 20
AVAILABLE ON THE C2 OR C3 SHEETS.
1) STRUCTURE REPAIR DIMENSIONS
NOTES:
SECTION
DEGRADED
TO CRP (+3)
REPAIR REVETMENTS
TO CRP (+3)
REPAIR REVETMENTS
REPAIR TOP WIDTH
SEE C3 SHEETS FOR
NOT TO SCALE
1SECTION
NOT TO SCALE
PILING
STONE FILL
EXISTING
STRUCTURE
EXISTING PILE
WITHOUT EXCAVATION
MOORING CLUMPS
STONE FILL REVETMENT STONE FILL REVETMENT
WITH EXCAVATION
1V on 1H 1V o n 1H
RIVERWARD SIDE
STRUCTURE AZIMUTH LINE
LANDWARD SIDE
1V ON 1 1/4 H
APPROX. SLOPE
EXISTING GROUND
STONE FILL
EXISTING GROUND
RIVERWARD SIDE
STRUCTURE AZIMUTH LINE
LANDWARD SIDE
FILL
STONE
1V ON 1 1/4 H
APPROX. SLOPE
GROUND
EXISTING
VARIABLE
REVETMENT
EXISTING
V A
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EXISTING GROUND
NOT TO SCALE
SECTION 2
NOT TO SCALE
SECTION 2
REVETMENT REPAIR TYPICAL - PLAN VIEW
REFERENCE PLANE (CRP)
CONSTRUCTION
REFERENCE PLANE (CRP)
CONSTRUCTION
REPAIR HEIGHT
FOR AVERAGE
SEE C3 SHEETS
REPAIR TOP WIDTH
SEE C3 SHEETS FOR
REPAIR HEIGHT
FOR AVERAGE
SEE C3 SHEETS
1V ON 1 1/4 H
APPROX. SLOPE
1V ON 1 1/4 H
APPROX. SLOPE
STRUCTURE WITHOUT PRIOR APPROVAL OF THE COR.
4. REPAIR SEGMENT LENGTH AND ROCK TONS SHALL NOT BE EXPANDED BEYOND THE TABULATED AMOUNT FOR ANY
STRUCTURE WITH THE DESIRED GEOMETRY AND MINIMAL VOIDS.
WITH THIS PROCESS. AVOID INCREASING THE REVETMENT LAYER THICKNESS. THIS SHOULD RESULT IN A DENSE AND COMPACT THE ROCK DOWN TO ACHIEVE DESIGN ELEVATION. DO NOT DAMAGE THE REVETMENT OR UNDERLYING BANK MATERIAL WHEN PLACING ROCK ON A REVETMENT IN AREAS WITH AN INTACT BANK BACKING, BUILD ABOVE FINAL GRADE AND TAMP THE REPAIR SECTION AND THEN TAMPING THE ROCK DOWN TO ACHIEVE THE DESIRED CROWN WIDTH AND ELEVATION.
PRACTICE IS SIMILAR TO A DIKE. REPAIR WILL CONSIST OF BUILDING THE STRUCTURE HEIGHT ABOVE THE FINAL GRADE IN
3. AT KICKER STRUCTURES AND REVETMENTS THAT HAVE LOST ALL BANK BACKING MATERIAL BEHIND THE REVETMENT, REPAIR
LOWER NON-REPAIR SECTION THAT WOULD CREATE BANK EROSIVE CONDITIONS DUE TO REVETMENT ROCK HEIGHT.
FLOW PATH ALONG THE BANK. UNDER NO CIRCUMSTANCES SHALL THE REVETMENT REPAIR BE TERMINATED TO CAUSE A FIELD ADJUSTMENT MAY BE REQUIRED TO AVOID CREATION OF A LOWER NON-REPAIR SECTION THAT WOULD CREATE A WHEN PRACTICAL. GENERAL PRACTICE IS TO CONTINUE THE REPAIR SEGMENT UNTIL ELEVATIONS ARE WITHIN ONE FOOT.
IT IS PREFERABLE THAT THE REPAIR SEGMENT TERMINATES IN AN AREA WITH GOOD QUALITY BANK MATERIAL BACKING FINAL REVETMENT GRADE IN THE REPAIR SECTION MAY BE HIGHER THAN AN ADJACENT UNREPAIRED SECTION.
2. REVETMENT STRUCTURE REPAIRS MAY INCLUDE ONE OR MORE SEPARATE SEGMENTS AND NOT THE ENTIRE STRUCTURE.
THE LANDWARD DIKE END BE AT A LOWER ELEVATION THAN THE RIVERWARD END.
AND COMPACT STRUCTURE WITH THE DESIRED GEOMETRY AND MINIMAL VOIDS. UNDER NO CIRCUMSTANCES SHALL TAMP THE ROCK IN A MANNER THAT RESULTS IN SIGNIFICANT MATERIAL DAMAGE. THIS SHOULD RESULT IN A DENSE SECTION AND THEN TAMPING THE ROCK DOWN TO ACHIEVE THE DESIRED CROWN WIDTH AND ELEVATION. DO NOT THIS PROCESS WILL CONSIST OF BUILDING THE DIKE HEIGHT SLIGHTLY ABOVE THE FINAL GRADE IN THE REPAIR SLOPE (MAXIMUM OF 1 FOOT) FOR ENTIRE DIKE LENGTH FROM THE BANK TO THE RIVERWARD END. NORMALLY TO THE RIVERWARD END. CONTRACTOR SHALL REGRADE THE ENTIRE DIKE TOP AS NECESSARY TO PROVIDE MINIMAL
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CONSTRUCTION GUIDANCE.
35 31 20 PAR 2.1.1/2.3.1 FOR
REFER TO SPECIFICATION SECTION
PROVIDED IN TABLE & ON PLAN SHEETS.
4) GENERAL NOTCH LOCATIONS
ON THE THE C2 OR C3 SHEETS.
STRUCTURE RIVER MILE IS LISTED
3) APPROXIMATE
AND GENERAL REPAIR GUIDANCE.
"STRUCTURES" FOR DEFINITIONS
2) SEE SPECIFICATION 35 31 20
AVAILABLE ON THE C2 OR C3 SHEETS.
1) STRUCTURE REPAIR DIMENSIONS
NOTES:
SECTION
DEGRADED
CRP (-3)
IN NOTCH IF ABOVE
REMOVAL REQUIRED
NO MATERIAL
CRP (-3)
IS LOWER THAN
ELEVATION
TOP OF ROCK
FILL IN WHERE
PLAN SHEETS.
INDICATED ON THE
NOTCHES ARE
REVETMENT/KICKER
SECTION WHERE
LEAVE DEGRADED
CRP (-3)
ELEVATION
INVERT
NOTCH
TO CRP (+3)
REPAIR
NOTCH
REVETMENT
& KICKERS TO CRP (+3)
REPAIR REVETMENTS
SEE C3 SHEETS
NOTCH LENGTH
NOT TO SCALE
PILING
REVETMENT
EXISTING
NOT TO SCALE
SECTION 2
NOT TO SCALE
1SECTION
STONE FILL
EXISTING
NOT TO SCALE
SECTION 3
STRUCTURE
PILE
EXISTING
MOORING CLUMPS
RIVERWARD SIDE
STRUCTURE AZIMUTH LINE
LANDWARD SIDE
STONE FILL
REFERENCE PLANE (CRP)
CONSTRUCTION
MOORING CLUMPS
RIVERWARD SIDE
STRUCTURE AZIMUTH LINE
LANDWARD SIDE
STONE FILL
REFERENCE PLANE (CRP)
CONSTRUCTION
REVETMENT/KICKER NOTCH TYPICAL - PLAN VIEW
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
REPAIR HEIGHT
FOR AVERAGE
SEE C3 SHEETS
REPAIR TOP WIDTH
SEE C3 SHEETS FOR
ELEVATION CRP (-3)
MINIMUM NOTCH
IN NOTCH SECTIONS
SECTION TO CRP (-3)
LEAVE DEGRADED
CRP (-3)
NOTCH IF BELOW
PARTIALLY REPAIR
STRUCTURE WITHOUT PRIOR APPROVAL OF THE COR.
4. REPAIR SEGMENT LENGTH AND ROCK TONS SHALL NOT BE EXPANDED BEYOND THE TABULATED AMOUNT FOR ANY
STRUCTURE WITH THE DESIRED GEOMETRY AND MINIMAL VOIDS.
WITH THIS PROCESS. AVOID INCREASING THE REVETMENT LAYER THICKNESS. THIS SHOULD RESULT IN A DENSE AND COMPACT THE ROCK DOWN TO ACHIEVE DESIGN ELEVATION. DO NOT DAMAGE THE REVETMENT OR UNDERLYING BANK MATERIAL WHEN PLACING ROCK ON A REVETMENT IN AREAS WITH AN INTACT BANK BACKING, BUILD ABOVE FINAL GRADE AND TAMP THE REPAIR SECTION AND THEN TAMPING THE ROCK DOWN TO ACHIEVE THE DESIRED CROWN WIDTH AND ELEVATION.
PRACTICE IS SIMILAR TO A DIKE. REPAIR WILL CONSIST OF BUILDING THE STRUCTURE HEIGHT ABOVE THE FINAL GRADE IN
3. AT KICKER STRUCTURES AND REVETMENTS THAT HAVE LOST ALL BANK BACKING MATERIAL BEHIND THE REVETMENT, REPAIR
LOWER NON-REPAIR SECTION THAT WOULD CREATE BANK EROSIVE CONDITIONS DUE TO REVETMENT ROCK HEIGHT.
FLOW PATH ALONG THE BANK. UNDER NO CIRCUMSTANCES SHALL THE REVETMENT REPAIR BE TERMINATED TO CAUSE A FIELD ADJUSTMENT MAY BE REQUIRED TO AVOID CREATION OF A LOWER NON-REPAIR SECTION THAT WOULD CREATE A WHEN PRACTICAL. GENERAL PRACTICE IS TO CONTINUE THE REPAIR SEGMENT UNTIL ELEVATIONS ARE WITHIN ONE FOOT.
IT IS PREFERABLE THAT THE REPAIR SEGMENT TERMINATES IN AN AREA WITH GOOD QUALITY BANK MATERIAL BACKING FINAL REVETMENT GRADE IN THE REPAIR SECTION MAY BE HIGHER THAN AN ADJACENT UNREPAIRED SECTION.
2. REVETMENT STRUCTURE REPAIRS MAY INCLUDE ONE OR MORE SEPARATE SEGMENTS AND NOT THE ENTIRE STRUCTURE.
THE LANDWARD DIKE END BE AT A LOWER ELEVATION THAN THE RIVERWARD END.
AND COMPACT STRUCTURE WITH THE DESIRED GEOMETRY AND MINIMAL VOIDS. UNDER NO CIRCUMSTANCES SHALL TAMP THE ROCK IN A MANNER THAT RESULTS IN SIGNIFICANT MATERIAL DAMAGE. THIS SHOULD RESULT IN A DENSE SECTION AND THEN TAMPING THE ROCK DOWN TO ACHIEVE THE DESIRED CROWN WIDTH AND ELEVATION. DO NOT THIS PROCESS WILL CONSIST OF BUILDING THE DIKE HEIGHT SLIGHTLY ABOVE THE FINAL GRADE IN THE REPAIR SLOPE (MAXIMUM OF 1 FOOT) FOR ENTIRE DIKE LENGTH FROM THE BANK TO THE RIVERWARD END. NORMALLY TO THE RIVERWARD END. CONTRACTOR SHALL REGRADE THE ENTIRE DIKE TOP AS NECESSARY TO PROVIDE MINIMAL
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US ARMY CORPS
REPAIR HEIGHT
FOR AVERAGE
SEE C3 SHEETS
DEFICIENCY LENGTH
SEE C3 SHEETS FOR
WIDTH
FOR REPAIR TOP
SEE C3 SHEETS
REVERSE SILLS.
SECTIONS ADJACENT TO THE
ELEVATION IN THE LOWERED DIKE
MAINTAIN ORIGINAL DESIGN
4) EFFORTS SHOULD BE MADE TO
ON THE THE C2 OR C3 SHEETS.
STRUCTURE RIVER MILE IS LISTED
3) APPROXIMATE
AND GENERAL REPAIR GUIDANCE.
"STRUCTURES" FOR DEFINITIONS
2) SEE SPECIFICATION 35 31 20
AVAILABLE ON THE C2 OR C3 SHEETS.
1)…
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