Amendment 0001.pdf
PDF 2 MB Posted
- Attached to
- Caruthersville Floodwall Replacement Federal contract opportunity
- Solicitation number
- W912EQ21R0015
About this file
This solicitation and related documents provide details for the Caruthersville Floodwall Replacement project. The project involves demolishing an existing concrete floodwall and constructing approximately 3,000 linear feet of new inverted T-type continuous concrete floodwall along with seven gated openings in Caruthersville, Missouri. Key aspects of the project include temporary flood protection, structural excavation and backfill, sheet piling, reinforced concrete, drainage utilities, sidewalks, and steel swing gates. The solicitation was issued by the U.S. Army Corps of Engineers Memphis District with proposals due by September 9, 2021. Evaluation will use the Best Value Trade-Off Method, and award is a firm-fixed-price contract between $10-25 million with a performance period of 1100 calendar days starting October 22, 2021. The acquisition is a Small Business Set-Aside.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| CONSTRUCTION CONTRACTOR DATA FORMS.pdf | ||
| PLANS-AMENDMENT0002.pdf | ||
| AMENDMENT 0002.pdf | ||
| PLANS.pdf | ||
| SPECIFICATIONS.pdf | ||
| Solicitation.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
The purpose of this amendment is to reflect the follow ing changes.
OFFEROR SCHEDULE: Item No. 0019 (Sw ing Gate Closure Structure) is updated to reflect that the quantity has changed from six (6) to seven (7).
PLAN NO(s).: S-301, S-302, S-303, S-304 and S-306 have been updated.
SEE SUMMARY OF CHANGES
1. CONTRACT ID CODE PAGE OF PAGES
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EQ21R0015
X 9B. DATED (SEE ITEM 11)
09-Aug-2021
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO.
5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
27-Aug-2021
CODE
US ARMY ENGINEER DISTRICT, MEMPHIS
167 N. MAIN STREET
MEMPHIS TN 38103-1894
W912EQ 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00010 - SOLICITATION CONTRACT FORM
CLIN 0019
The pricing detail quantity has increased by 1.00 from 6.00 to 7.00.
SECTION SF30 - BLOCK 14 CONTINUATION PAGE
The following have been added by full text:
AMENDMENT 0001
W912EQ21R0015
AMENDMENT 0001
Caruthersville Floodwall Replacement Description of Change
The following has been modified:
OFFEROR SCHEDULE
Item No. 0019 (Swing Gate Closure Structure) should be updated to reflect that the quantity has changed from six (6) to seven (7) I
PLANS
Note on S-301, Detail B1 was updated to clarify that burned holes are not allowed.
Note on S-302, Detail B1 was updated to clarify that burned holes are not allowed.
Note on S-303, Detail B1 was updated to clarify that burned holes are not allowed.
Note on S-304, Detail A1 was updated to clarify that burned holes are not allowed.
Note on S-306, Detail B1 was updated to clarify that burned holes are not allowed.
(End of Summary of Changes)
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
G
1 98765432
X
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
W E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
P E
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
E V
E E
D
IS
T R
IC
T
C A
R U
T H
E R
S V
IL
L
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
O N
S T
R U
C T
IO
N
M E
M P
H
IS
T
N
M E
M P
H
IS
D
IS
T R
IC
T
N
M
A
IN
S T
R E
E T
®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
A
P
IL
A R
P
IL
A R
P
IL
D .R
O C
H A
M .R
IC
H
A R
D
M .R
IC
H
A
L
V E
E T
IE
-I
N W
A L
L S
E C
T
IO
N
M
IC
H
A
IC
H
A R
D
M .R
IC
H
A R
D
S-301
C F
W R
S
-3 .d g n
B1
SCALE: 3/4" = 1' - 0" 2'0 1' 4'
2'-6"
9'-6"
5'-0" 4'-6"2'-6"
12'-0"
SEE NOTE 1
RIVERSIDE LANDSIDELANDSIDE
GENERAL NOTES:
EL. 279.0
EL. 276.5
W/TIP EL. 256
PZ 22 SHEET PILE
EACH FACE (TYP)
#8 @ 12" EACH WAY
EACH WAY
#8 @ 12" TOP AND BOTTOM
B7
SCALE: 2'0 1' 4'
10 1/2 "
9"
EL. 274.5
LEVEE TIE-IN FLOODWALL SECTION (M1 AND M69)
WITH A TORCH, AND SHALL HAVE SMOOTH EDGES.
4. HOLES REQUIRED IN THE SHEETPILE TO PASS REINFORCEMENT SHALL NOT BE MADE
3. LENGTH OF MONOLITH 1 IS 20 FEET AND LENGTH OF MONOLITH 69 IS 31 FEET.
2. THIS SECTION APPLIES TO MONOLITHS 1 AND 69.
FOR WALL ELEVATIONS.
SLOPE SHALL BE PROVIDED BETWEEN THE TWO ELEVATIONS. SEE CIVIL SHEETS
NORTHERNMOST END TO 286.99 (NAV88) AT THE SOUTHERNMOST END. A CONSTANT
1. TOP OF FLOODWALL ELEVATION WILL VARY FROM EL. 287.19 (NAV88) AT THE
L-WALL AT TIE-IN REINFORCEMENT DETAILS
20'-0" (SEE NOTE 3)
17'-6"2'-6"
EACH FACE (TYP)
#8 @ 12" EACH WAY
AND SPACING AS HORIZONTAL BARS
PROVIDE CORNER BARS SAME SIZE
EACH FACE (TYP)
#8 @ 12" EACH WAY
#8 (TYP)
#8 (TYP)
OF SHEETS
#8 BAR ON TOP
PASS REINFORCEMENT; SEE NOTE 4
PROVIDE HOLES IN SHEET PILE TO
LOCATION OF SHEET PILE NOT SHOWN
BASE SLAB REINFORCEMENT AND
D
R A
W
IN
G R
E V
IS
E
D W
IT
H
A M
E N
D M
E N
T N
O
/2
/2
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
E V
E E
D
IS
T R
IC
T
C A
R U
T H
E R
S V
IL
L
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
O N
S T
R U
C T
IO
N
M E
M P
H
IS
T
N
M E
M P
H
IS
D
IS
T R
IC
T
N
M
A
IN
S T
R E
E T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
P
IL
A R
P
IL
A R
P
IL
O C
H A
M .R
IC
H
A R
D
M .R
IC
H
A
T Y
P
IC
A L
F L
O O
D W
A L
L S
E C
T
IC
H
A
IC
H
A R
D
M .R
IC
H
A R
D
S-302
C F
W R
S
-3 .d g n
B1
SCALE: 3/4" = 1' - 0" 2'0 1' 4'
2'-6"
13'-0"
5'-9" 7'-3"2'-6"
15'-6"
EL. 272.0
SEE NOTE 1
RIVERSIDE LANDSIDELANDSIDE
GENERAL NOTES:
EL. 276.5
EL. 274.0
2'-6 5/8 "
W/TIP EL. 256
PZ 22 SHEET PILE
EACH FACE (TYP)
#8 @ 12" EACH WAY
EACH WAY
#8 @ 12" TOP AND BOTTOM
B7
SCALE:
LATCH POST SUPPORT DETAILS
LATCH POST SUPPORT
2'-0"
V A
R
IE
S
MONOLITH SLAB ELEVATION
MATCH TOP OF ADJACENT GATE
WALL STEM
2'-6"
EL. 276.5
2'0 1' 4'
10 1/2 "
9"
TYPICAL FLOODWALL SECTION (SEE NOTE 2)
FOR DETAILS
TOE DRAIN, SEE C-500
NOT SHOWN FOR CLARITY
WALL BASE SLAB REINFORCEMENT
PASS REINFORCEMENT; SEE NOTE 5
PROVIDE HOLES IN SHEET PILE TO
OF SHEETS
#8 BAR ON TOP
PROVIDE BARS AT EQUAL SPACING
4 - #6 VERTICAL BARS ON EACH 3'-0" FACE
5 - #6 VERTICAL BARS ON EACH 2'-0" FACE
4" O.C. MAX
#4 TIE U-BARS AT
REFERENCE ONLY.
6. VERIFY TOE DRAIN ELEVATIONS WITH CIVIL SHEETS. ELEVATIONS ARE SHOWN FOR
WITH A TORCH, AND SHALL HAVE SMOOTH EDGES.
5. HOLES REQUIRED IN THE SHEETPILE TO PASS REINFORCEMENT SHALL NOT BE MADE
4. SEE S-502 FOR WATERSTOP DETAILS.
DETAILS.
THRU S-124 FOR SUPPORT LOCATIONS. SEE S-205 FOR ADDITIONAL LATCH POST
3. MONOLITHS 19, 21, 29, 37, 56 AND 66 REQUIRE LATCH POST SUPPORTS. SEE S-101
2 THRU 19, 31 THRU 35, 37 THRU 42 AND 68 AS SPECIFIED ON S-101 THRU S-123.
2. THE TYPICAL FLOODWALL SECTION SHOWN ON THIS SHEET APPLIES TO MONOLITHS
FOR WALL ELEVATIONS.
SLOPE SHALL BE PROVIDED BETWEEN THE TWO ELEVATIONS. SEE CIVIL SHEETS
NORTHERNMOST END TO 286.99 (NAV88) AT THE SOUTHERNMOST END. A CONSTANT
1. TOP OF FLOODWALL ELEVATION WILL VARY FROM EL. 287.19 (NAV88) AT THE
#8 (TYP)
#8 (TYP)
D
R A
W
IN
G R
E V
IS
E
D W
IT
H
A M
E N
D M
E N
T N
O
/2
/2
S-302
B7
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
E V
E E
D
IS
T R
IC
T
C A
R U
T H
E R
S V
IL
L
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
O N
S T
R U
C T
IO
N
M E
M P
H
IS
T
N
M E
M P
H
IS
D
IS
T R
IC
T
N
M
A
IN
S T
R E
E T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
P
IL
A R
P
IL
A R
P
IL
O C
H A
M .R
IC
H
A R
D
M .R
IC
H
A
T
E P
P E
D F
L O
O D
W A
L L
S E
C T
IC
H
A
IC
H
A R
D
M .R
IC
H
A R
D
S-303
C F
W R
S
-3 .d g n
B1
SCALE: 3/4" = 1' - 0" 2'0 1' 4'
2'-6"
14'-9"
5'-9" 9'-0"2'-6"
17'-3"
SEE NOTE 1
RIVERSIDE
LANDSIDELANDSIDE
GENERAL NOTES:
EL. 275.0
EL. 272.5
2'-6 5/8 "
W/TIP EL. 256
PZ 22 SHEET PILE
EACH FACE (TYP)
#8 @ 12" EACH WAY
EACH WAY
#8 @ 12" TOP AND BOTTOM
B7
SCALE:
LATCH POST SUPPORT DETAILS
LATCH POST SUPPORT
2'-0"
V A
R
IE
S
MONOLITH SLAB ELEVATION
MATCH TOP OF ADJACENT GATE
WALL STEM
2'-6"
EL. 275.0
2'0 1' 4'
10 1/2 "
9"
EL. 270.0
STEPPED FLOODWALL SECTION (SEE NOTE 2)
SHEETS FOR DETAILS
TOE DRAIN, SEE CIVIL
OF SHEETS
#8 BAR ON TOP
PASS REINFORCEMENT; SEE NOTE 5
PROVIDE HOLES IN SHEET PILE TO
REFERENCE ONLY.
6. VERIFY TOE DRAIN ELEVATIONS WITH CIVIL SHEETS. ELEVATIONS ARE SHOWN FOR
WITH A TORCH, AND SHALL HAVE SMOOTH EDGES.
5. HOLES REQUIRED IN THE SHEETPILE TO PASS REINFORCEMENT SHALL NOT BE MADE
4. SEE S-502 FOR WATERSTOP DETAILS.
DETAILS.
THRU S-124 FOR SUPPORT LOCATIONS. SEE S-205 FOR ADDITIONAL LATCH POST
3. MONOLITHS 19, 21, 29, 37, 56 AND 66 REQUIRE LATCH POST SUPPORTS. SEE S-101
21 THRU 27, 29, 30, 44 THRU 54, AND 56 THRU 66 AS SPECIFIED ON S-101 THRU S-124.
2. THE STEPPED FLOODWALL SECTION SHOWN ON THIS SHEET APPLIES TO MONOLITHS
FOR WALL ELEVATIONS.
SLOPE SHALL BE PROVIDED BETWEEN THE TWO ELEVATIONS. SEE CIVIL SHEETS
NORTHERNMOST END TO 286.99 (NAV88) AT THE SOUTHERNMOST END. A CONSTANT
1. TOP OF FLOODWALL ELEVATION WILL VARY FROM EL. 287.19 (NAV88) AT THE
NOT SHOWN FOR CLARITY
WALL BASE SLAB REINFORCEMENT
PROVIDE BARS AT EQUAL SPACING
4 - #6 VERTICAL BARS ON EACH 3'-0" FACE
5 - #6 VERTICAL BARS ON EACH 2'-0" FACE
4" O.C. MAX
#4 TIE U-BARS AT
#8 (TYP)
#8 (TYP)
D
R A
W
IN
G R
E V
IS
E
D W
IT
H
A M
E N
D M
E N
T N
O
/2
/2
S-303
B7
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
E V
E E
D
IS
T R
IC
T
C A
R U
T H
E R
S V
IL
L
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
O N
S T
R U
C T
IO
N
M E
M P
H
IS
T
N
M E
M P
H
IS
D
IS
T R
IC
T
N
M
A
IN
S T
R E
E T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
P
IL
A R
P
IL
A R
P
IL
O C
H A
M .R
IC
H
A R
D
M .R
IC
H
A
GENERAL NOTES:
IC
H
A
IC
H
A R
D
M .R
IC
H
A R
D
S-304
C F
W R
S
-3 .d g n
E1
SCALE: 3/8" = 1' - 0"
STEPPED GATE MONOLITH PLAN VIEW (M20)
C9
MONOLITH COLUMN SECTION
1' 2'0 6"SCALE: 3/4"=1'-0"
C6
A7
V A
R
IE
S
"8
2'-614'-9"2'-6"
EL. 270.0
SEE NOTE 5
SEE NOTE 5
EACH SIDE
#8 @ 8" (TYP)
SHEETS FOR DETAILS
TOE DRAIN, SEE CIVIL
EACH WAY
#8 @ 8" TOP AND BOTTOM
9"
"2
9'-0"2'-6"5'-9"
17'-3"
SEE NOTE 1
VARIES
OF SHEETS
#8 BAR ON TOP
W/TIP EL. 256
PZ 22 SHEET PILE
PASS REINFORCEMENT; SEE NOTE 4
PROVIDE HOLES IN SHEET PILE TO
#8 VERTICAL BARS (TYP)
GATE MONOLITH COLUMN
SEE NOTE 5
GATE SILL BEYOND (TYP)
O F
C O
L U
M N
T
Y P
M
A X
F R
O M
B O
T T
O M
T
IE
S S
P A
C E
D A
T
O
.C
(M A
X
LANDSIDELANDSIDERIVERSIDE
D
IM
E N
S
IO
N R
E M
A
IN
S C
O N
S T
A N
T
STAINLESS STEEL (TYP)
" SILL ANGLE2
16 X 6 X
ANCHORS STAGGERED AT 12" O.C. MAX (TYP)
" X 6" STAINLESS STEEL WELDED (ALL AROUND) 2
14 - #8 VERTICAL BARS
12" O.C. (MAX)
#4 TIE BARS AT
3'-0"
4" (TYP)
3'-0"
14 - #8 VERTICAL BARS
STAINLESS STEEL (TYP)
" SILL ANGLE2
16 X 6 X
ANCHORS STAGGERED AT 12" O.C. MAX (TYP)
" X 6" STAINLESS STEEL WELDED (ALL AROUND)2
12" O.C. (MAX)
#4 TIE BARS AT
4" (TYP)
DETAIL C8 THIS SHEET
MONOLITH COLUMN; SEE
DETAIL C9 THIS SHEET
MONOLITH COLUMN; SEE
SEE XX ON S-305
TOP OF GATE SILL
SEE E7 ON S-305
TOP OF GATE SILL
DETAIL A7 THIS SHEET
MONOLITH COLUMN; SEE
6'-0"
12" O.C. (MAX)
#4 TIE BARS AT
12" O.C. (MAX)
#4 TIE BARS AT
STAINLESS STEEL (TYP)
" SILL ANGLE2
16 X 6 X
ANCHORS STAGGERED AT 12" O.C. MAX (TYP)
" X 6" STAINLESS STEEL WELDED (ALL AROUND)2
22 - #9 VERTICAL BARS
4" (TYP)
DETAIL C8 THIS SHEET
MONOLITH COLUMN; SEEDETAIL C9 THIS SHEET
MONOLITH COLUMN; SEE
SEE E7 ON S-305
TOP OF GATE SILL
"2
1'-1
C/L LATCH C/L LATCH
3'-0"15'-0" GATE OPENING3'-0"
3'-0"15'-0" GATE OPENING6'-0"15'-0" GATE OPENING3'-0"
NOTE 2
C/L LATCH; SEE
NOTE 2
C/L LATCH; SEE
S T
E P
P E
D G
A T
E M
O N
O L
IT
H
S E
C T
IO
N
S A
N D
D E
T A
IL
S
4'0 2' 8'
A1
STEPPED GATE MONOLITH SECTION THRU COLUMN
SCALE: 1/2" = 1' - 0" 0 2' 4'1'
D7
STEPPED MONOLITH PLAN VIEW (M28, M36, M55 AND M67)
SCALE: 3/8" = 1' - 0" 4'0 2' 8'
M
M
M
A
N D
M
42'-0"
21'-0"
REFERENCE ONLY.
5. VERIFY TOE DRAIN ELEVATIONS WITH CIVIL SHEETS. ELEVATIONS ARE SHOWN FOR
WITH A TORCH, AND SHALL HAVE SMOOTH EDGES.
4. HOLES REQUIRED IN THE SHEETPILE TO PASS REINFORCEMENT SHALL NOT BE MADE
3. SEE S-114 THRU S-122 FOR MONOLITH DETAILS, AND S-502 FOR WATERSTOP DETAILS.
SHALL BE PROVIDED ON MONOLITH 20 AT THESE LOCATIONS.
2. PROVIDE LATCH ONLY AT COLUMNS LOCATED AWAY FROM GATE HINGES. NO LATCH
FOR WALL ELEVATIONS.
SLOPE SHALL BE PROVIDED BETWEEN THE TWO ELEVATIONS. SEE CIVIL SHEETS
NORTHERNMOST END TO 286.99 (NAV88) AT THE SOUTHERNMOST END. A CONSTANT
1. TOP OF FLOODWALL ELEVATION WILL VARY FROM EL. 287.19 (NAV88) AT THE
#8 BAR
#8 (TYP)
SEE DETAIL A5 ON SHEET S-503 (TYP)
STEEL BEARING PLATE FOR SCREW JACK
D
R A
W
IN
G R
E V
IS
E
D W
IT
H
A M
E N
D M
E N
T N
O
/2
/2
S-305
E7
S-305
E7
A1
A1
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
E V
E E
D
IS
T R
IC
T
C A
R U
T H
E R
S V
IL
L
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
O N
S T
R U
C T
IO
N
M E
M P
H
IS
T
N
M E
M P
H
IS
D
IS
T R
IC
T
N
M
A
IN
S T
R E
E T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
P
IL
A R
P
IL
A R
P
IL
O C
H A
M .R
IC
H
A R
D
M .R
IC
H
A
GENERAL NOTES:
IC
H
A
IC
H
A R
D
M .R
IC
H
A R
D
S-306
C F
W R
S
-3 .d g n
M O
N O
L
IT
H
S T
E P
P E
D G
A T
E M
O N
O L
IT
H
S E
C T
IO
N
2'0 1' 4'B1
SCALE: 3/4" = 1' - 0"
VARIES
RIVERSIDE
OF SHEETS
#8 BAR ON TOP
V A
R
IE
S
D
IM
E N
S
IO
N R
E M
A
IN
S C
O N
S T
A N
T
17'-3"
5'-9"
LANDSIDELANDSIDE
EACH WAY
#8 @ 8" TOP AND BOTTOM
PASS REINFORCEMENT; SEE NOTE 5
PROVIDE HOLES IN SHEET PILE TO
W/TIP EL. 256
PZ 22 SHEET PILE
2'-6"
9"
"2
EL. 270.0
14'-9" "8
2'-6
SHEETS FOR DETAILS
TOE DRAIN, SEE CIVIL
SEE NOTE 5
EACH SIDE
#8 @ 8" (TYP)
2'-6" 9'-0"
SEE NOTE 1
STEPPED GATE MONOLITH SECTION THRU WALL - MONOLITH 43
EACH FACE (TYP)
#8 @ 12" EACH WAY
SEE NOTE 5
REFERENCE ONLY.
5. VERIFY TOE DRAIN ELEVATIONS WITH CIVIL SHEETS. ELEVATIONS ARE SHOWN FOR
WITH A TORCH, AND SHALL HAVE SMOOTH EDGES.
4. HOLES REQUIRED IN THE SHEETPILE TO PASS REINFORCEMENT SHALL NOT BE MADE
3. SEE S-502 FOR WATERSTOP DETAILS.
APPLIES TO MONOLITH 43 ONLY.
2. SEE S-118, S-123 AND S-305 FOR MONOLITH DETAILS. SECTION ON THIS SHEET
FOR WALL ELEVATIONS.
SLOPE SHALL BE PROVIDED BETWEEN THE TWO ELEVATIONS. SEE CIVIL SHEETS
NORTHERNMOST END TO 286.99 (NAV88) AT THE SOUTHERNMOST END. A CONSTANT
1. TOP OF FLOODWALL ELEVATION WILL VARY FROM EL. 287.19 (NAV88) AT THE
#8 BAR
#8 (TYP)
#8 BAR
D
R A
W
IN
G R
E V
IS
E
D W
IT
H
A M
E N
D M
E N
T N
O
/2
/2
| W912EQ-21-R-0015_PLANS_AMENDMENT0001.pdf |
| LEVEE TIE-IN WALL SECTION |
| TYPICAL WALL SECTION |
| STEPPED WALL SECTION |
| STEPPED GATE MONOLITH |
| STEPPED GATE MONOLITH |
File details come from the government source that posted it. Updated .