A.03.09 22B0004_Plans.pdf
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- Attached to
- JHL Veggie-Rap Federal contract opportunity
- Solicitation number
- W912EF22B0004
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C.04.01 Abstract of Offers.pdf | ||
| A.02.11 22B0004 - Jackson Hole Levee Veggie-Rap IV Tech Specs.pdf | ||
| B.08.02 Solicitation 22B0004.pdf |
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WALLA WALLA DISTRICT
2022-2024
LEVEE REHABILITATION AND REPAIR
SNAKE RIVER, WYOMING
JACKSON LEVEES
W912EF22B0004
MAY 2022
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.
SUBMITTED BY:
SUBMITTED BY:
APPROVED BY:
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
WALLA WALLA DISTRICT
CHIEF OF ENGINEERING & CONST DIV.
DWAYNE WESTON, P.E.
WALLA WALLA DISTRICT
CHIEF OF GEOTECHNICAL DESIGN SECTION
MICHAEL FRANSSEN, P.E.
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STATE 390
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PLAN: SOUTHERN LEVEE LOCATIONS
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12 FEET MINIMUM
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VARIES
SEE NOTE 3VARIES 20-40 FEET TYP.VARIES 10-20 FEET TYP.
6'
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SCALE: NTS
TYPICAL LEVEE PROFILE: RE-ESTABLISH LEVEE PROFILE
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SCALE: NTS
TYPICAL LEVEE PROFILE: REPAIR LEVEE TOE AND REVETMENT
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MAXIMUM ALLOWED SLOPE FOR FILL IS 4H:1V.
SLOPE MAY VARY DEPENDING ON LOCATION.
1.5
LEVEE TOE
(THALWEG)
BOTTOM OF CHANNEL
EXISTING LEVEE PROFILE
AREA TO BE REPAIRED
NEW RIPRAP
NEW FILL
EXISTING RIPRAP
EXISTING FILL
CONSTRUCT ALL RIPRAP TO HAVE GOOD KEYING.4.
THE TOE EXCAVATION.
TEMPORARY BENCHING MAY BE NEEDED TO ALLOW EQUIPMENT TO REACH 3.
DIFFERENT FROM THE ELEVATION SHOWN ON THIS SHEET.
THE WATER SURFACE ELEVATION OF THE RIVER VARIES AND MAY BE 2.
VARY FROM THE LOCATION SHOWN ON THIS SHEET.
SPECIFIC LOCATIONS OF THE REPAIR AREAS ON THE LEVEE PROFILE MAY 1.
GENERAL NOTES
15'
AREA FOR CLEARING AND GRUBBING
A N
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TYPICAL LEVEE PROFILE: AREA FOR CLEARING AND GRUBBING
L8
SCALE: NTS
TABLE: EAGLE NEST LOCATIONS
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LEVEE CROWN
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EXISTING FILL
ONLY TO THE WATER SURFACE.
RIVERWARD EXTENT OF THE RIPRAP, PERFORM CLEARING AND GRUBBING
AT LOCATIONS WHERE THE WATER LEVEL IS ABOVE THE MAXIMUM 2.
PERFORM CLEARING AND GRUBBING AS SHOWN.1.
GENERAL NOTES
S I
D
F
IN
A L
-2
L E
V E
E R
E H
A B
IL
IT
A T
IO
N
A N
D R
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A
IR
S N
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E R
IV
E
R W
Y O
M
IN
G
J A
C K
S O
N L
E V
E E
S
W
E F
B
M A
Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
M
IC
H A
E L
F R
A N
S S
E N
P
IP
R A
P A
N D
K E
Y
IN
G E
X A
M P
L E
S
P H
O T
O G
R A
P H
S
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H1
DAMAGED RIPRAP - NEEDS REKEYING
A1
MODERATE TO GOOD KEYING OF RIPRAP
H12
POOR KEYING OF RIPRAP - NEEDS REKEYING
GOOD KEYING OF RIPRAP
A12
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
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S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
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D A
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
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R S
NOT SURROUNDED AND RESTRAINED BY ADJACENT STONES.
REVETMENT IS WEATHERED, CONTAINS ROUNDED COBBLES, AND IS NON-UNIFORM IN GRADATION, THICKNESS, AND DISTRIBUTION. INDIVIDUAL STONES
HOWEVER, MANY INDIVIDUAL STONES ARE NOT WELL SURROUNDED AND RESTRAINED BY ADJACENT STONES.
REVETMENT HAS A UNIFORM SURFACE APPEARANCE. THICKNESS, GRADATION, AND DISTRIBUTION APPEAR CONSISTENT ALONG ITS LENGTH AND HEIGHT.
INDIVIDUAL STONES ARE WELL SURROUNDED AND RESTRANED BY ADJACENT STONES.
REVETMENT HAS A UNIFORM SURFACE APPEARANCE. THICKNESS, GRADATION, AND DISTRIBUTION APPEAR CONSISTENT ALONG ITS LENGTH AND HEIGHT.
AND GRADES.
REVETMENT ARMOR STONE IS DISTURBED AND NON-UNIFORM IN GRADATION, THICKNESS, AND DISTRIBUTION. REVETMENT IS NOT TRUE TO DESIGN LINES
| JH500895G-001XXX |
| JH500895C-101XXX |
| JH500895C-102XXX |
| JH500895C-301XXX |
| JH500895C-302XXX |
| JH500895C-901XXX |
| 2022-05-24T12:26:22-0700 | |
| FRANSSEN.MICHAEL.JOSEPH.1178138908 |
| 2022-05-24T13:22:12-0700 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2022-05-24T17:43:29-0700 | |
| WESTON.DWAYNE.M.1231638152 |
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