A22 - Amendment 0004 - Attachment J-2 Plan Set - VOL 401 Floodwall Rev3.pdf
PDF 4 MB Posted
- Attached to
- Cedar Rapids Flood Risk Management Project, Reach 4 Phase 1 Downstream River Floodwall and Pump Station
- Solicitation number
- W912EK26BA001
About this file
This document is a set of technical design drawings for the Cedar Rapids Flood Risk Management Project, a downstream river floodwall construction project located in Cedar Rapids, Iowa, along the Cedar River. The project is being executed by the U.S. Army Corps of Engineers, Rock Island District, under Contract No. W912EK26BA001.
The drawings detail demolition, construction, and site preparation work required across multiple stations (approximately STA 394+73 to STA 419+00). Key work activities include: removal of existing riprap, berms, pavement, utilities, and structures; protection or relocation of existing infrastructure including sanitary sewers, storm sewers, electrical lines, communication lines, water mains, and Cargill industrial facilities; tree clearing (approximately 2.77 acres); installation of sheet pile floodwalls with trench drain systems; stamped concrete trail surfaces with expansion joints; rip rap slope protection; and compacted earth shoulders. The specifications reference supplemental geotechnical boring logs for sand elevations and require contractor submission of excavation, shoring, and dewatering plans for approval. Notable features include coordination requirements with Cargill operations, protection of overhead powerlines within 10 feet of work zones, and maintenance of security fencing during construction. The project contains multiple cross-sections showing sheet pile depths varying by station, with trench drain elevations ranging from approximately 703.60 to 728.60 feet depending on location. General notes emphasize contractor responsibility for matching demolition to existing jointing, utility removal specifications with 25-foot minimum setbacks from levee toes, and proper disposal of removed materials with onsite stockpiling of salvaged riprap.
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713.10706.60419+12418+49M4032
713.10706.60418+49417+87M4031
713.10706.60417+87417+25M4030
713.10706.60417+25416+63M4029
713.10706.60416+63416+00M4028
713.10706.60416+00415+38M4027
710.10703.60415+38414+76M4026
710.10703.60414+76414+14M4025
710.10703.60414+14413+77M4024
710.10703.60413+77413+60M4023
710.10703.60413+60412+89M4022
710.10703.60412+89412+27M4021
710.10703.60412+27411+65M4020
710.10703.60411+65411+02M4019
710.10703.60411+02410+40M4018
-SEE VOL. 403410+40409+78M4017
-703.60409+78409+10M4016
-703.60409+10408+97M4015
-703.60408+97408+53M4014
-703.60408+53407+91M4013
-703.60407+91407+29M4012
-703.60407+29406+67M4011
-703.60406+67406+04M4010
-703.60406+04405+42M4009
-703.60405+42404+80M4008
-703.60404+80404+18M4007
-703.60404+18403+55M4006
-703.60403+55402+93M4005
-703.60402+93402+31M4004
-706.60402+31401+69M4003
-706.60401+69401+06M4002
-723.50401+06400+86M401D
728.60400+86400+66M401C
728.60400+66400+41M401B
728.60400+41400+21M401A
-728.60400+21400+00R3 Tie-in
TOP (EL)
ESTIMATED TRENCH DRAIN
ESTIMATED TOP OF SHEET PILE (EL)STATIONINGMONOLITH
FLOODWALL SHEET PILE AND TRENCH DRAIN SCHEDULE
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BOTTOM EL VARIES
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FINE AGGREGATE
INVERT VARIES
SLOTTED PVC PIPE
(VARIES)
FINISHED GRADE
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EXCAVATION LIMITS
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OVERLAP
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AASHTO M 288-06 CLASS 1
SEPARATION GEOTEXTILE
SEE TABLE THIS SHEET
TOP EL VARIES
VOL 401
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SCALE : NTSSCALE : NTSA1
TYPICAL DETAIL - TRENCH DRAIN
1.5
A6
TABLE - SHEET PILE AND TRENCH DRAIN ESTIMATED SCHEDULE
GENERAL SHEET NOTES
BORING LOGS FOR APPROXIMATE SAND ELEVATIONS.
MUST HAVE A MAX ELEVATION OF 709.10'. REFERENCE
FROM STA. 415+38 TO 418+49 THE BOTTOM OF TRENCH DRAIN
INTO NATIVE SAND EXCEPT FROM STA. 415+38 TO 418+49.
EXTEND BOTTOM OF TRENCH DRAIN A MINIMUM OF 1 FOOT4.
SPECS FOR APPROXIMATE ELEVATIONS.
LOGS AND GEOTECHNICAL SITE DATA IN SUPPLEMENTAL
DRIVE PILE TO BEDROCK REFUSAL. REFERENCE BORING3.
OFFICER FOR APPROVAL PRIOR TO INITIATING WORK.
SHORING, AND DEWATERING TO CONTRACTING
CONTRACTOR SHALL SUBMIT PLAN FOR EXCAVATION, 2.
CU103 THROUGH CU105.
TRENCH DRAIN PIPE PROFILE SHOWN ON SHEETS 1.
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N 345762.49
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N 3456798.26
E 5424208.94
N 3456796.08
E 5424173.36
N 3456769.21
SEE CI107
SHEET PILE CUT
START EXISTING
STA T 399+72
TRAIL CONTROL LINE
S T
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WORK LIMIT
(R4-76)
POWER POLE
PROTECT EXISTING
IN PLACE. SEE NOTE 3.
SANITARY SEWER STRUCTURES
PROTECT EXISTING
IN PLACE. SEE NOTE 3.
SANITARY SEWER STRUCTURES
PROTECT EXISTING SEE NOTE 1
TREE CLEARING LIMITS
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PLAN - DEMOLITION STA T 394+73 TO T 400+00
LEGEND
REMOVAL
PAVEMENT
REMOVAL
UTILITY PROTECT SANITARY STRUCTURES WHEN BEING USED AS CONSTRUCTION ROUTE.
SOME OF THE EXISTING SANITARY SEWER STRUCTURES HAVE ALUMINUM HATCHES. STEEL PLATING OR EQUAL MUST BE USED TO3.
CONTRACTOR SHALL MATCH DEMOLITION TO EXISTING JOINTING.
REMOVE ALL PAVEMENT, CURBS, GUTTERS, SLABS, AND SUBGRADE WITHIN PAVEMENT REMOVAL LIMITS IDENTIFIED.2.
ROOT BALLS AND TREES OFFSITE. APPROXIMATELY 2.77 ACRES OF TREES TO BE REMOVED.
TO APRIL 1, 2026. CLEAR REMAINING TREES AND GRUB ALL ROOT BALLS WITHIN THE TREE CLEARING LIMITS. PROPERLY DISPOSE
EXISTING TREES WITHIN THE TREE CLEARING LIMITS IDENTIFIED FOR POTENTIAL BAT HABITAT TO BE FELLED BY OTHERS PRIOR1.
0 40'SCALE : 1"=20'-0" 10' 20'
ON END OF PIPE" PIPE IS REDUCED AT BLATTER
FLDBK NOTE "BLADDER
OUTLET UNDERWATER
LIMITED FIELD INFO
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REMOVE EXISTING RIPRAP
BERM
REMOVE EXISTING
BERM
REMOVE EXISTING
B
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36" RCP STORM SEWER
REMOVE 84' OF
STORM MANHOLE
REMOVE EXISTING
SEE CI107
SHEET PILE CUT
END EXISTING
STA T 400+21.75
TRAIL CONTROL LINE
VOL 401
WORK LIMIT
FLOODWALL CONTROL LINE
(R4-59A)
LINK FENCE
EXISTING CHAIN
REMOVE 45' OF
(R4-78A)
36" RCP STORM SEWER
REMOVE 66' OF
SOLICITATION
EXISTING SWITCHYARD FENCE SHALL BE PROTECTED.
SEE NOTE 6
EXISTING CARGILL FENCE,
W E
K B
A
PROTECTED IN PLACE.
ELECTRICAL GROUNDING WIRE TO BE
EXISTING SWITCHYARD UNDERGROUND
SEE NOTE 1
TREE CLEARING LIMITS
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(COVER SHEETS ONLY)G-ANNO-MVD-PWTBCVR
(ALL SHEETS)G-ANNO-MVD-PWTBSHT
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PLAN - DEMOLITION STA T 400+00 TO 404+00
N
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UTILITY
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400+07
0 40'SCALE : 1"=20'-0" 10' 20'
10 VERTICAL FEET OF THE OVERHEAD POWERLINE.
ELECTRICIAN PRESENT. EQUIPMENT USED WITHIN 10 FEET OF THE FENCE SHALL NOT BE TALL ENOUGH TO COME WITHIN
WORK WITHIN 10 FEET OF THE FENCE. NO WORK SHALL BE DONE WITHIN 10 FEET OF THE FENCE WITHOUT A QUALIFIED
DUE TO THE PROXIMITY OF THE OVERHEAD POWERLINE. COORDINATE WITH CARGILL 2 WEEKS IN ADVANCE OF DOING ANY
OF FENCE, CARGILL WILL PROVIDE A LEVEL 4 QUALIFIED ELECTRICIAN TO OBSERVE THE WORK AND AN ELECTRICAL PERMIT
PROPERTY. FENCE TO BE REPLACED WHEN WORK IS COMPLETE. WHEN UPSTREAM WATER MAIN WORK IS WITHIN 10 FEET
6. CARGILL FENCE CAN BE REMOVED IN SECTIONS AS NEEDED FOR CONSTRUCTION OF UPSTREAM WATER MAIN ON CARGILL
THE THREE EXISTING MONITORING WELLS HAVE BEEN ABANDONED BY ALLIANT ENERGY.5.
A DISTANCE OF 16 INCHES, OR ONE-HALF THE PIPE DIAMETER, WHICHEVER IS GREATER.
FLOODWALL ON EITHER SIDE. REMAINING UTILITY LEFT IN PLACE SHALL BE PLUGGED WITH CONCRETE. PLUG LENGTH SHALL BE
REMOVE UTILITIES AS INDICATED AND, UNLESS OTHERWISE INDICATED, A MINIMUM OF 25 FEET FROM LEVEE TOE OR FACE OF 4.
CONTRACTOR SHALL MATCH DEMOLITION TO EXISTING JOINTING.
REMOVE ALL PAVEMENT, CURBS, GUTTERS, SLABS, AND SUBGRADE WITHIN PAVEMENT REMOVAL LIMITS IDENTIFIED.3.
PROJECT CONTROL LINE.
CONTRACTING OFFICER. SEE CIVIL CROSS SECTIONS FOR APPROXIMATE CROSS SECTION OF EXISTING BERM ALONG
RIPRAP, AND SUPERSACKS. SALVAGE RIPRAP AND STOCKPILE ONSITE AT STAGING AREA. COORDINATE LOCATION WITH
REMOVE EXISTING BERM AND FLOODFIGHTING MATERIALS. EXISTING MATERIALS ARE COMBINATIONS OF EARTH FILL, 2.
ROOT BALLS AND TREES OFFSITE. APPROXIMATELY 2.77 ACRES OF TREES TO BE REMOVED.
TO APRIL 1, 2026. CLEAR REMAINING TREES AND GRUB ALL ROOT BALLS WITHIN THE TREE CLEARING LIMITS. PROPERLY DISPOSE
EXISTING TREES WITHIN THE TREE CLEARING LIMITS IDENTIFIED FOR POTENTIAL BAT HABITAT TO BE FELLED BY OTHERS PRIOR1.
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SEE CD109
PCC PAVEMENT
REMOVE EXISTING
COOLING WATER WELL STRUCTURE
REMOVE EXISTING NON-CONTACT
BERM
REMOVE EXISTING
BERM
REMOVE EXISTING
STAIRS TO STORM SEWER OUTLET
REMOVE EXISTING PLATFORM AND
SEE CD109
PCC PAVEMENT
REMOVE EXISTING
CONCRETE WALL
REMOVE EXISTING CARGILL
SEE CD109
PCC PAVEMENT
REMOVE EXISTING
CONCRETE WALL
REMOVE EXISTING CARGILL
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WORK LIMIT
CARGILL.
TO BE REMOVED BY
EXISTING WALKWAY
COOLING WATER PIPE (R4-79)
REMOVE 37' OF 12" NON-CONTACT
TO NON-CONTACT COOLING WATER WELL (R4-126)
REMOVE 64' OF EXISTING UNDERGROUND ELECTRICAL
(R4-60)
BY CARGILL PRIOR TO CONSTRUCTION
ELECTRIC FEED TO BE RELOCATED
EXISTING MAIN UNDERGROUND
(R4-82B)
REMAIN IN PLACE
MANHOLE TO
EXISTING STORM
(R4-82A)
CIP STORM SEWER
REMOVE 119' OF 18"
(R4-81)
ELECTRICAL CONDUIT
REMOVE ABANDONED
SOLICITATION
W E
K B
A
PROTECTED IN PLACE.
GROUNDING WIRE TO BE
UNDERGROUND ELECTRICAL
EXISTING SWITCHYARD
SEE NOTE 1
TREE CLEARING LIMITS
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(SIGNATURE BLOCK)G-ANNO-TEXT-MVRS
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For cover sheets the following levels should be on
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D
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G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
E
GENERAL SHEET NOTES
M A T
C H L
IN
E C
D
M A
T C
H L
IN
E C
D
N
A1
PLAN - DEMOLITION STA 404+00 TO 408+00
LEGEND
REMOVAL
UTILITY
A DISTANCE OF 16 INCHES, OR ONE-HALF THE PIPE DIAMETER, WHICHEVER IS GREATER.
FLOODWALL ON EITHER SIDE. REMAINING UTILITY LEFT IN PLACE SHALL BE PLUGGED WITH CONCRETE. PLUG LENGTH SHALL BE
REMOVE UTILITIES AS INDICATED AND, UNLESS OTHERWISE INDICATED, A MINIMUM OF 25 FEET FROM LEVEE TOE OR FACE OF 4.
SHOWN. LIMITS MAY BE FIELD ADJUSTED IN COORDINATION WITH AND AS APPROVED BY CONTRACTING OFFICER.
CONTRACTOR SHALL MATCH DEMOLITION TO EXISTING JOINTING. ACTUAL PAVEMENT REMOVAL LIMITS MAY VARY FROM WHAT IS
REMOVE ALL PAVEMENT, CURBS, GUTTERS, SLABS, AND SUBGRADE WITHIN PAVEMENT REMOVAL LIMITS IDENTIFIED.3.
PROJECT CONTROL LINE.
CONTRACTING OFFICER. SEE CIVIL CROSS SECTIONS FOR APPROXIMATE CROSS SECTION OF EXISTING BERM ALONG
RIPRAP, AND SUPERSACKS. SALVAGE RIPRAP AND STOCKPILE ONSITE AT STAGING AREA. COORDINATE LOCATION WITH
REMOVE EXISTING BERM AND FLOODFIGHTING MATERIALS. EXISTING MATERIALS ARE COMBINATIONS OF EARTH FILL, 2.
ROOT BALLS AND TREES OFFSITE. APPROXIMATELY 2.77 ACRES OF TREES TO BE REMOVED.
TO APRIL 1, 2026. CLEAR REMAINING TREES AND GRUB ALL ROOT BALLS WITHIN THE TREE CLEARING LIMITS. PROPERLY DISPOSE
EXISTING TREES WITHIN THE TREE CLEARING LIMITS IDENTIFIED FOR POTENTIAL BAT HABITAT TO BE FELLED BY OTHERS PRIOR1.
0 40'SCALE : 1"=20'-0" 10' 20'
695695
695695
710 710
5 7
715715
71571
715715
720720
720720 720 720720
720720720
FIELD INFO
UTILITY PLAN NO
LOCATION FROM
W
W
P
P
S
P
SS
S P
SS
CO
CO
CO
CO
CO
CO
CO
S
S
D
C
/1
/1
M A
R
N D
G
E N
E R
A L
R E
V
IS
IO
N
S
A M
N D
G
E N
E R
A L
R E
V
IS
IO
B
C E
D R
P D
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
D A
R R
A P
ID
S
IA
IO
W
A R
IV
E
R B
A S
IN
C E
D A
R R
IV
E
R
C E
D A
R R
A P
ID
S
F L
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
B D
S
T V
K
T V
K
D E
M O
L
IT
IO
N
CD104
P L
A N
BERM
REMOVE EXISTING
CONCRETE WALL
REMOVE EXISTING CARGILL
SEE CD109
PCC PAVEMENT
REMOVE EXISTING
REMOVE EXISTING RIPRAP
BERM
REMOVE EXISTING
REMOVE EXISTING RIPRAP
WATER OUTLET
STAIRS TO NON-CONTACT COOLING
REMOVE EXISTING PLATFORM AND
B
C E
D R
P D
D P
E R
K
IN
S
OUTLET WALL
REMOVE EXISTING
S T
A
T
O
VOL 401
GATE VALVE
EXIST 16"
CARGILL.
TO BE REMOVED BY
EXISTING WALKWAY
PRIOR TO CONSTRUCTION (R4-60)
TO BE RELOCATED BY CARGILL
EXISTING MAIN ELECTRIC FEED
STORM SEWER (R4-86A)
REMOVE 29.9' OF 18" RCP
WATER PIPE (R4-65A)
NON-CONTACT COOLING
SCHEDULE 10
REMOVE 101.8' OF 20" SS
TO REMAIN (R4-86)
MANHOLE
EXISTING STORM
24 HOURS PRIOR TO EXCAVATION. (R4-58D)
RAPIDS WATER DIVISION AT LEAST
CONTRACTOR TO NOTIFY CEDAR
VALVE, FIRE HYDRANT ASSEMBLY.
PROTECT 16" WATER MAIN,
STORM SEWER (R4-86A)
REMOVE 84.5' OF 18" CIP
ELECTRICAL CONDUIT (R4-81)
REMOVE 114.6' OF ABANDONED
(R4-81)
TO EXISTING CONCRETE WALL
ELECTRICAL CONDUIT BOLTED
REMOVE 491.8' OF ABANDONED
(R4-84)
(PIPE TYPE UNKNOWN)
ABANDONED STORM SEWER
REMOVE 120.6' OF
D O
W N
S T
R E
A M
R
IV
E R
F L
O O
D W
A L
L R
O C
K I
S L
A N
D
IL
L
IN
W E
K B
A
SOLICITATION
IN PLACE.
COMMUNICATION LINE
PROTECT EXISTING
SEE NOTE 1
TREE CLEARING LIMITS
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
(COVER SHEETS ONLY)G-ANNO-MVD-PWTBCVR
(ALL SHEETS)G-ANNO-MVD-PWTBSHT
file:
up the following levels should be on in the active For the ProjectWise title block attributes to show
(SIGNATURE BLOCK)G-ANNO-TEXT-MVRS
(TITLE SHEET TEXT AND LOGO)G-ANNO-TEXT-MVRCVR
in the border reference file:
For cover sheets the following levels should be on
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
E
GENERAL SHEET NOTES
0 40'SCALE : 1"=20'-0" 10' 20'
M A T
C H L
IN
E C
D
M A
T C
H L
IN
E C
D
N
LEGEND
REMOVAL
UTILITY
A1
PLAN - DEMOLITION STA 408+00 TO 412+00
PROTECT EXISTING WATER MAIN AND SANITARY SEWER WITHIN CARGILL ACCESS ROAD.5.
A DISTANCE OF 16 INCHES, OR ONE-HALF THE PIPE DIAMETER, WHICHEVER IS GREATER.
FLOODWALL ON EITHER SIDE. REMAINING UTILITY LEFT IN PLACE SHALL BE PLUGGED WITH CONCRETE. PLUG LENGTH SHALL BE
REMOVE UTILITIES AS INDICATED AND, UNLESS OTHERWISE INDICATED, A MINIMUM OF 25 FT FROM LEVEE TOE OR FACE OF4.
SHOWN. LIMITS MAY BE FIELD ADJUSTED IN COORDINATION WITH AND AS APPROVED BY CONTRACTING OFFICER.
CONTRACTOR SHALL MATCH DEMOLITION TO EXISTING JOINTING. ACTUAL PAVEMENT REMOVAL LIMITS MAY VARY FROM WHAT IS
REMOVE ALL PAVEMENT, CURBS, GUTTERS, SLABS, AND SUBGRADE WITHIN PAVEMENT REMOVAL LIMITS IDENTIFIED.3.
PROJECT CONTROL LINE.
CONTRACTING OFFICER. SEE CIVIL CROSS SECTIONS FOR APPROXIMATE CROSS SECTION OF EXISTING BERM ALONG
RIPRAP, AND SUPERSACKS. SALVAGE RIPRAP AND STOCKPILE ONSITE AT STAGING AREA. COORDINATE LOCATION WITH
REMOVE EXISTING BERM AND FLOODFIGHTING MATERIALS. EXISTING MATERIALS ARE COMBINATIONS OF EARTH FILL, 2.
ROOT BALLS AND TREES OFFSITE. APPROXIMATELY 2.77 ACRES OF TREES TO BE REMOVED.
TO APRIL 1, 2026. CLEAR REMAINING TREES AND GRUB ALL ROOT BALLS WITHIN THE TREE CLEARING LIMITS. PROPERLY DISPOSE
EXISTING TREES WITHIN THE TREE CLEARING LIMITS IDENTIFIED FOR POTENTIAL BAT HABITAT TO BE FELLED BY OTHERS PRIOR1.
695695
700 700
705705
710 710
715715
W
S
S
S
C
/1
/1
M A
R
N D
G
E N
E R
A L
R E
V
IS
IO
N
S
A M
N D
G
E N
E R
A L
R E
V
IS
IO
E
K B
A
B
C E
D R
P D
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
D A
R R
A P
ID
S
IA
IO
W
A R
IV
E
R B
A S
IN
C E
D A
R R
IV
E
R
C E
D A
R R
A P
ID
S
F L
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
B D
S
T V
K
T V
K
D E
M O
L
IT
IO
N
CD105
SOLICITATION
P L
A N
WATER OUTLET
STAIRS TO NON-CONTACT COOLING
REMOVE EXISTING PLATFORM AND
SEE CD109
PCC PAVEMENT
REMOVE EXISTING
BERM
REMOVE EXISTING
REMOVE EXISTING RIPRAP
BERM
REMOVE EXISTING
REMOVE EXISTING RIPRAP
SEE CD109
REMOVE EXISTING PCC PAVEMENT
B
C E
D R
P D
D P
E R
K
IN
S
EXISTING RETAINING WALL
REMOVE AND REPLACE
S T
A
T
O
CARGILL BERM
SUBSTRUCTURE BENEATH
REMOVE TRUCK SCALE
VOL 401
CARGILL.
TO BE REMOVED BY
EXISTING WALKWAY
WATER PIPE (R4-65B)
NON-CONTACT COOLING
REMOVE 64.8' OF 16" RCP
(R4-61)
DURING TO CONSTRUCTION. COORDINATE WITH CO.
LINES TO BE RELOCATED BY CARGILL
EXISTING ELECTRIC AND COMMUNICATIONS
STORM SEWER (R4-90)
REMOVE EXISTING 12" RCP
D O
W N
S T
R E
A M
R
IV
E R
F L
O O
D W
A L
L R
O C
K I
S L
A N
D
IL
L
IN
SEE NOTE 1
TREE CLEARING LIMITS
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
E
GENERAL SHEET NOTES
M A
T C
H L
IN
E C
D
M A
T C
H L
IN
E C
D
N
LEGEND
REMOVAL
UTILITY
A1
PLAN - DEMOLITION STA 412+00 TO 416+40
A DISTANCE OF 16 INCHES, OR ONE-HALF THE PIPE DIAMETER, WHICHEVER IS GREATER.
FLOODWALL ON EITHER SIDE. REMAINING UTILITY LEFT IN PLACE SHALL BE PLUGGED WITH CONCRETE. PLUG LENGTH SHALL BE
REMOVE UTILITIES AS INDICATED AND, UNLESS OTHERWISE INDICATED, A MINIMUM OF 25 FT FROM LEVEE TOE OR FACE OF4.
SHOWN. LIMITS MAY BE FIELD ADJUSTED IN COORDINATION WITH AND AS APPROVED BY CONTRACTING OFFICER.
CONTRACTOR SHALL MATCH DEMOLITION TO EXISTING JOINTING. ACTUAL PAVEMENT REMOVAL LIMITS MAY VARY FROM WHAT IS
REMOVE ALL PAVEMENT, CURBS, GUTTERS, SLABS, AND SUBGRADE WITHIN PAVEMENT REMOVAL LIMITS IDENTIFIED.3.
PROJECT CONTROL LINE.
CONTRACTING OFFICER. SEE CIVIL CROSS SECTIONS FOR APPROXIMATE CROSS SECTION OF EXISTING BERM ALONG
RIPRAP, AND SUPERSACKS. SALVAGE RIPRAP AND STOCKPILE ONSITE AT STAGING AREA. COORDINATE LOCATION WITH
REMOVE EXISTING BERM AND FLOODFIGHTING MATERIALS. EXISTING MATERIALS ARE COMBINATIONS OF EARTH FILL, 2.
ROOT BALLS AND TREES OFFSITE. APPROXIMATELY 2.77 ACRES OF TREES TO BE REMOVED.
TO APRIL 1, 2026. CLEAR REMAINING TREES AND GRUB ALL ROOT BALLS WITHIN THE TREE CLEARING LIMITS. PROPERLY DISPOSE
EXISTING TREES WITHIN THE TREE CLEARING LIMITS IDENTIFIED FOR POTENTIAL BAT HABITAT TO BE FELLED BY OTHERS PRIOR1.
0 40'SCALE : 1"=20'-0" 10' 20'
705705
715715
720720
S
S
S
S
S
S
S
S
S
S
S
S
E
S S
E
S
R
R R
P
P
C
/1
/1
M A
R
N D
G
E N
E R
A L
R E
V
IS
IO
N
S
A M
N D
G
E N
E R
A L
R E
V
IS
IO
E
K B
A
W N
S T
R E
A M
R
IV
E R
F L
O O
D W
A L
L
B
C E
D R
P D
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
D A
R R
A P
ID
S
IA
IO
W
A R
IV
E
R B
A S
IN
C E
D A
R R
IV
E
R
C E
D A
R R
A P
ID
S
F L
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
B D
S
T V
K
T V
K
D E
M O
L
IT
IO
N
CD106
P L
A N
SEE CD109-CD110
PCC PAVEMENT
REMOVE EXISTING
REMOVE EXISTING RIPRAP
B
C E
D R
P D
D P
E R
K
IN
S
S T
A
T
O
OR REMOVAL
SHOWN FOR RELOCATION
EXISTING FEATURES NOT
GUARD SHACK PROTECT
CARGILL EAST SECURITY
CONSTRUCTION. COORDINATE WITH CO.
BE RELOCATED BY CARGILL DURING
EXISTING ELECTRIC LINES TO
VOL 401
BERM
REMOVE EXISTING
EXISTING RETAINING WALL
REMOVE AND REPLACE
SEE CD109-CD110
PCC PAVEMENT
REMOVE EXISTING
WITH CARGILL.
DURING CONSTRUCTION. COORDINATE
MAINTAIN SECURITY FENCING
(R4-61)
LIGHT POLE
SALVAGE EXISTING
REMOVE AND
(R4-61)
EXISTING LIGHT POLE
REMOVE AND SALVAGE
(R4-61)
EXISTING LIGHT POLE
REMOVE AND SALVAGE
CONSTRUCTION. COORDINATE WITH CO. (R4-61)
LINES TO BE RELOCATED BY CARGILL DURING
EXISTING ELECTRIC AND COMMUNICATIONS
(R4-90)
STORM SEWER AND MANHOLES
REMOVE 333.1' OF 12" RCP
SOLICITATION
WORK LIMIT
WORK LIMIT
REMOVAL LIMITS
ADJACENT TO PCC PAVEMENT
REMOVE EXISTING CURB
SEE NOTE 1
TREE CLEARING LIMITS
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
.0
.9
.8
P I
.5
.6
.9
P I
.4
.4
.9
P I
.7
.3
.5
P I
.4
.6
.3
8 P I
(COVER SHEETS ONLY)G-ANNO-MVD-PWTBCVR
(ALL SHEETS)G-ANNO-MVD-PWTBSHT
file:
up the following levels should be on in the active For the ProjectWise title block attributes to show
(SIGNATURE BLOCK)G-ANNO-TEXT-MVRS
(TITLE SHEET TEXT AND LOGO)G-ANNO-TEXT-MVRCVR
in the border reference file:
For cover sheets the following levels should be on
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
E
GENERAL SHEET NOTES
M A T
C H L
IN
E C
D
N
A1
PLAN - DEMOLITION STA 416+40 TO 419+00
LEGEND
REMOVAL
UTILITY
A DISTANCE OF 16 INCHES, OR ONE-HALF THE PIPE DIAMETER, WHICHEVER IS GREATER.
FLOODWALL ON EITHER SIDE. REMAINING UTILITY LEFT IN PLACE SHALL BE PLUGGED WITH CONCRETE. PLUG LENGTH SHALL BE
REMOVE UTILITIES AS INDICATED AND, UNLESS OTHERWISE INDICATED, A MINIMUM OF 25 FT FROM LEVEE TOE OR FACE OF4.
SHOWN. LIMITS MAY BE FIELD ADJUSTED IN COORDINATION WITH AND AS APPROVED BY CONTRACTING OFFICER.
CONTRACTOR SHALL MATCH DEMOLITION TO EXISTING JOINTING. ACTUAL PAVEMENT REMOVAL LIMITS MAY VARY FROM WHAT IS
REMOVE ALL PAVEMENT, CURBS, GUTTERS, SLABS, AND SUBGRADE WITHIN PAVEMENT REMOVAL LIMITS IDENTIFIED.3.
PROJECT CONTROL LINE.
CONTRACTING OFFICER. SEE CIVIL CROSS SECTIONS FOR APPROXIMATE CROSS SECTION OF EXISTING BERM ALONG
RIPRAP, AND SUPERSACKS. SALVAGE RIPRAP AND STOCKPILE ONSITE AT STAGING AREA. COORDINATE LOCATION WITH
REMOVE EXISTING BERM AND FLOODFIGHTING MATERIALS. EXISTING MATERIALS ARE COMBINATIONS OF EARTH FILL, 2.
ROOT BALLS AND TREES OFFSITE. APPROXIMATELY 2.77 ACRES OF TREES TO BE REMOVED.
TO APRIL 1, 2026. CLEAR REMAINING TREES AND GRUB ALL ROOT BALLS WITHIN THE TREE CLEARING LIMITS. PROPERLY DISPOSE
EXISTING TREES WITHIN THE TREE CLEARING LIMITS IDENTIFIED FOR POTENTIAL BAT HABITAT TO BE FELLED BY OTHERS PRIOR1.
0 40'SCALE : 1"=20'-0" 10' 20'
| C-502 |
| CD101 |
| CD102 |
| CD103 |
| CD104 |
| CD105 |
| CD106 |
| CI111 |
| CI112 |
| CI113 |
| CI114 |
| CI115 |
File details come from the government source that posted it. Updated .