B.08.02 MRRP CORA PLANS RTA (24 June 2022).pdf
PDF 41 MB Posted
- Attached to
- Cora Island Chute Federal contract opportunity
- Solicitation number
- W912DQ22B1017
About this file
This document provides details for a federal solicitation to repair dikes and revetments on the Missouri River and Cora Island Chute. The solicitation seeks offers to place new quarry-run stone on existing structures using floating plant or land-based operations, requiring the capability to mobilize, load, and unload stone from accessible quarries along the Missouri River. The solicitation number is W912DQ22B1017 and is issued by the Department of the Army Corps of Engineers Engineering District Kansas City for repair work that includes but is not limited to restoring dikes and revetments. Offers are due by the date specified in the solicitation, with award likely taking place shortly after.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C.04.01+Abstract+of+Offers+OF+1419+(DB).pdf | ||
| C.04.01+Abstract+of+Offers+Continuation+Page+OF+1419A+KO+(DB).pdf | ||
| B.08.02 MRRP CORA SPECS RTA (24 June 2022).pdf |
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
P2-496650, FY22
ST. CHARLES COUNTY, MISSOURI
CORA CHUTE REHABILITATION
MISSOURI RIVER RECOVERY PROJECT
W912DQ22B1017
JUNE 2022
KANSAS CITY DISTRICT
of Engineers
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...\...\Cora Island Chute\...\MRRP_CORA_G-005.dgn
SCALE: NTSA1
MISSOURI RIVER HYDROGRAPH 2000 - 2021
CONSTRUCTION REFERENCE PLANE (CRP)
S O
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N N
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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TRENDS AT PROJECT SITE WILL BE SIMILAR, BUT NOT EXACT.
5. THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, AND IS TO BE USED TO ILLUSTRATE HISTORIC RIVER STAGES AT ST. CHARLES, MO. STAGE
4. CRP ELEVATION AT THE SITE IS ELEVATION 404.5 FT. (NAVD88) AT RIVER MILE 5.9.
CONSTRUCTION REFERENCE PLANE (CRP 2017) AT ST. CHARLES, MO IS A GAGE READING OF 10.0 FT.3.
FLOOD STAGE CORRESPONDS TO A GAGE READING OF 25 FT. 2.
1. MISSOURI RIVER USGS GAGE AT ST. CHARLES, MO IS LOCATED AT RIVER MILE 27.8.
NOTES:
JAN 2000 JAN 2002 JAN 2004 JAN 2006 JAN 2008 JAN 2010 JAN 2012 JAN 2014 JAN 2016 JAN 2018 JAN 2020 JAN 2022
M
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A8 SCALE: NTS
EXCAVATE AS REQUIRED
EXISTING BANK
BOTTOM (VARIES)
EXISTING CHANNEL
A1
SCALE: NTS
CHUTE ENTRANCE CONTROL STRUCTURE
BOTTOM
EXISTING CHANNEL
F1 SCALE: NTS
CONTROL STRUCTURE ROOT
BANK AS REQUIRED
EXCAVATE EXISTING
IS LESS THAN 1 ON 1 1/2 .
NEEDED IF EXISTING SLOPE
ADDITIONAL STONE MAY BE
TYPE A BANK PAVING
'-0 " M
IN
A4 SCALE: NTS
RAISE AND WIDEN EXISTING STRUCTURES
50'
C1 SCALE: NTS
ACCESS/HAUL ROUTE DETAIL
GRADATION.
SEE 35 31 24.00 23 FOR
INSTALL TYPE 2 STONE
20'
GRADATION.
SEE 35 31 24.00 23 FOR
INSTALL TYPE 2 STONE
10'
WIDEN TO
GRADATION.
SEE 35 31 24.00 23 FOR
INSTALL TYPE 2 STONE
STRUCTURE
EXISTING
OF CHUTE
EXISTING BOTTOM
F8
SCALE: NTS
MID-CHUTE CONTROL STRUCTURE
V A
R
IE
S T
O
C5 SCALE: NTS
TYPE B BANK PAVING
C8 SCALE: NTS
BOTTOM
EXISTING CHANNEL
BANK PAVING SPOIL DETAIL
SEE A8/CS501 FOR BANK PAVING DETAILS
TOP OF BANK PAVING
PLACE EXCAVATED MATERIAL ON
AND PROFILE SHEETS
ALIGNMENT PER PLAN
AND PROFILE SHEETS
ALIGNMENT PER PLAN
AND PROFILE SHEETS
ALIGNMENT PER PLAN
WIDEN TO 75'
CLIN OPTION 3
WIDEN TO 100'
CLIN OPTION 4
BANK PAVING DETAIL C5/CS501
IS LESS THAN 6', USE TYPE B
IF CRP TO BOTTOM OF CHANNEL
M
A X
25'
50'
25'
EM 385-1-1 PER SOIL TYPE
AND BENCHING TO MEET
EXCAVATION SLOPING
F5
SCALE: NTS
OFFSET BANK PAVING
5'
EXISTING BANK
MINIMUM STRUCTURE HEIGHT
BED AS NEEDED TO MEET
EXCAVATE EXISTING RIVER
M
IN
SHEETS (TOB)
LINE ON PLAN
REFERENCE
CHUTE FLOW
PLAN SHEETS
ALIGNMENT PER
MINIMUM STRUCTURE HEIGHT
BED AS NEEDED TO MEET
EXCAVATE EXISTING RIVER
M
IN
EXISTING BANK
M
A X
H
E
IG
H T
VARIES
GRADE
EXISTING
APPROXIMATE
TOP OF BANK
LIMITS AS NEEDED FOR CONSTRUCTION.
CLEAR AND GRUB TREES WITHIN CONSTRUCTION
NOTES ON THIS DETAIL
VEGETATION SPOIL AREA SEE
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...\...\Cora Island Chute\...\MRRP_CORA_CS501.dgn
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TOP OF BANK
1V O
N
TOP OF BANK
LOW (+07 CRP) = EL. 411.5'
HIGH (+10 CRP) = EL. 414.5'
STONE TYPE.
2. SEE PLAN SHEETS FOR BANK PAVING
ASSUME BANKLINES ARE NEAR VERTICAL.
1. TOP OF BANK ELEVATION IS APPROXIMATE.
NOTES:
AND PROFILE SHEETS
ELEVATION PER PLAN
UPSTREAM
(T
P
V O
N
DOWNSTREAM
CRP = EL. 404.5'
COMPLETION OF CONSTRUCTION AND THE AREA RESTORED TO ORIGINAL CONDITIONS.
MATERIAL PLACED WITHIN THE CONSTRUCTION LIMITS MUST BE REMOVED AFTER
4. EXCAVATED MATERIAL MUST BE SPOILED IN ACCORDANCE WITH DETAIL C8/CS501. ANY FILL
THE START OF CONSTRUCTION.
PLACE. CONTRACTOR IS RESPONSIBLE TO MOVE DOWNED TREES AS NEEDED PRIOR TO
3. TREES WITHIN THE LIMITS OF THE ACCESS ROAD HAVE BEEN PREVIOUSLY CUT AND LEFT IN
AND MUST BE VARIED IN HEIGHT TO PREVENT IMPOUNDED WATER.
2. VEGETATION SPOIL AREAS WITHIN THE ACCESS/HAUL ROUTES MUST NOT CONTAIN ANY SOIL
DETAIL.
CONSTRUCTION LIMITS ON THE SIDE OPPOSITE FROM THE BANK LINE AS SHOWN ON THE
1. CLEARED TREES AND WOODY DEBRIS SHALL BE SPOILED AT THE EDGE OF THE
SPOIL NOTES:
AND PROFILE SHEETS
ELEVATION PER PLAN
UPSTREAM
P
V O
N
DOWNSTREAM
UPSTREAM
DOWNSTREAM
(T Y P
V O
N
20'
ON PLAN SHEET
RAISE TO ELEVATION
CLIN OPTION 2
LOW (+07 CRP) = EL. 411.50'
HIGH (+10 CRP) = EL. 414.50'
CRP = EL 404.5
VARIES
BOTTOM (VARIES)
EXISTING CHANNEL
EXISTING TOP OF BANK
INSPECTED AND APPROVED BY CONTRACTING OFFICER.
WILL ONLY BE ALLOWED ONCE STONE FEATURES HAVE BEEN FULLY
ALLOWED. SPOIL PLACEMENT OVER CONSTRUCTED STONE FEATURES
NOTE: EXCAVATED MATERIALS MUST ONLY CONTAIN SOIL. NO DEBRIS IS
TOP OF BANK
B
B
SECTION B-B
SHEETS
PLAN AND PROFILE
STRUCTURE SEE
TOP OF CONTROL 1
O
N .5
VARI
ES
P
V O
N
+10 CRP = EL 414.5
APPROX. 4'
P
V O
N
T Y P
1V O
N
O
N
1 O N
(TO REMAIN)
EXISTING TREES
CONSTRUCTION/CLEARING LIMITS
SEE PLAN SHEETS
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®of Engineers
US Army Corps
U .S
A
R M
Y C
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P S
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A1
SCALE: NTS
WINDROW
7'
GRADATION.
SEE 35 31 24.00 23 FOR
INSTALL TYPE 2 STONE
PLAN SHEETS
ALIGNMENT PER
EXISTING GRADE
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...\...\Cora Island Chute\...\MRRP_CORA_CS502.dgn
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READY TO ADVERTISE
1V
ON 3
H (
TYP)
CHUTE SIDELANDSIDE
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B
C
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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| MRRP_CORA_G-001 |
| MRRP_CORA_G-002 |
| MRRP_CORA_G-003 |
| MRRP_CORA_G-004 |
| MRRP_CORA_G-005 |
| MRRP_CORA_C-100 |
| MRRP_CORA_CS101 |
| MRRP_CORA_CS102 |
| MRRP_CORA_CS103 |
| MRRP_CORA_CS104 |
| MRRP_CORA_CS105 |
| MRRP_CORA_CS106 |
| MRRP_CORA_CS501 |
| MRRP_CORA_CS502 |
File details come from the government source that posted it. Updated .