A.03.09 25BA009_Plans.pdf
PDF 13 MB Posted
- Solicitation number
- W912EF25BA009
About this file
These engineering design plans detail the Jackson Hole Levee Rehabilitation and Repair project for the Snake River in Wyoming, planned for implementation from 2025-2029 by the U.S. Army Corps of Engineers Walla Walla District. The comprehensive document includes multiple detailed mapping sheets showing northern and southern levee locations across Jackson Hole, with specific focus on approximately 20 distinct levee segments including JY Ranch Levee, Nelson Levee, Imeson Levees (Upper, Middle, Lower), Taylor Levees, and various other named levee sections.
The technical drawings provide engineering specifications for levee repair, including cross-sectional views detailing re-establishment of levee profiles, toe and revetment repairs, and clearing/grubbing requirements. The plans include photographic examples of riprap (rock erosion protection) conditions, demonstrating different states of stone placement and keying, which will guide contractors in understanding acceptable repair standards. The project covers multiple stockpile sites and access roads, with precise geographic mapping of the Snake River corridor, indicating a comprehensive approach to levee infrastructure maintenance and flood protection in the Jackson Hole region.
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| File | Type | Posted |
|---|---|---|
| A.02.12 25BA009_Techspec.pdf | ||
| B.08.02 Solicitation - W912EF25BA009.pdf |
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AIRPORT
JACKSON
Moo se W ils on R oa d
F a ll C re e k R o a d
JACKSON
M o o s e W ils o n R o a d
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V e n tr e R o a d
STATE 22
LEVEE
SOLITUDE
JY RANCH LEVEE
LEVEE
GOLF COURSE
NELSON LEVEE
LEVEE
LUCAS
LEVEE
HANSON
LEVEES
GROS VENTRE
WALTON QUARRY LEVEE
MAIN STOCKPILE SITE
RIVER BRIDGE
HWY. 22 SNAKE
BOAT RAMP LEVEE
PUBLIC LEVEE
LEVEE
MORGAN
FEDERAL EXTENSION LEVEE
IMESON #1 (UPPER) LEVEE
IMESON #2 (MIDDLE) LEVEE
IMESON #3 (LOWER) LEVEE
TAYLOR #3 (LOWER) LEVEE
TAYLOR #2 (MIDDLE) LEVEE
TAYLOR #1 (UPPER) LEVEE
LEVEE
SEWELL
LEVEE
EVANS
LEVEE
SOUTHPARK
LEVEES
GAME & FISH
GRAND TETON NATIONAL PARK
PORTION OF LEVEE WITHIN
LEVEE
JOHN DODGE
STOCKPILE SITE
SOLITUDE
STOCKPILE SITE
WYOMING DOT
UPPER IMESON STOCKPILE SITE
TAYOR CREEK STOCKPILE SITE
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2025-2029
LEVEE REHABILITATION AND REPAIR V
SNAKE RIVER, WYOMING
JACKSON HOLE LEVEE
W912EF25BA009
JULY 2025
WALLA WALLA DISTRICT
NORTH NORTH
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SOLICITATION NO.:
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ISSUE DATE:
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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 & CONSTRUCTION DIVISION
DWAYNE WESTON, P.E.
WALLA WALLA DISTRICT
CHIEF OF GEOTECHNICAL DESIGN SECTION
MICHAEL FRANSSEN, P.E.
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95 RANCH #1 LEVEE
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SOLITUDE LEVEE
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LEVEE
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PLAN: NORTHERN LEVEE LOCATIONS
SCALE: 1'' = 2000'
LEVEES
ACCESS ROADS
STOCKPILE
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
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PUBLIC LEVEE
MORGAN LEVEE
FEDERAL EXTENSION LEVEE
UPPER IMESON STOCKPILE SITE
LEVEE
IMESON #1 (UPPER)
IMESON #2 (MIDDLE) LEVEE
IMESON #3 (LOWER) LEVEE
TAYLOR CREEK STOCKPILE SITE
SEWELL LEVEE
TAYLOR #1 (UPPER) LEVEE
TAYLOR #2 (MIDDLE) LEVEE
TAYLOR #3 (LOWER) LEVEE
EVANS LEVEE
SOUTHPARK LEVEE
GAME AND FISH #1 LEVEE
GAME AND FISH #2 LEVEE
FISH #3 LEVEE
GAME AND
GAME AND FISH #4 LEVEE
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SCALE: 1'' = 2000'
LEVEES
ACCESS ROADS
STOCKPILE
12 FEET MINIMUM
RE-ESTABLISH TO
30 FEET MAXIMUM
VARIES
SEE NOTE 3VARIES 20-40 FEET TYP.VARIES 10-20 FEET TYP.
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1.5
LEVEE TOE
(THALWEG)
BOTTOM OF CHANNEL
MAXIMUM ALLOWED SLOPE FOR FILL IS 4H:1V.
SLOPE MAY VARY DEPENDING ON LOCATION.
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.
FROM THE LOCATION SHOWN ON THIS SHEET.
SPECIFIC LOCATIONS FOR REPAIR AREAS ON THE LEVEE PROFILE MAY VARY 1.
GENERAL NOTES
LEGEND
K1
SECTION: RE-ESTABLISH LEVEE PROFILE
SCALE: NTS
C1
SECTION: REPAIR LEVEE TOE AND REVETMENT
15'-0"
AREA FOR CLEARING AND GRUBBING
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LANDSIDE RIVERSIDE
LEVEE CROWN
RIVER CHANNEL
BOTTOM OF
EXISTING RIPRAP
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 IN THE AREA SHOWN.1.
GENERAL NOTES
LEGEND
B2
SECTION: AREA FOR CLEARING AND GRUBBING
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®of Engineers
US Army Corps
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H1
PHOTO: DAMAGED RIPRAP - NEEDS REKEYING
A1
PHOTO: MODERATE TO GOOD KEYING OF RIPRAP
H11
EYING OF RIPRAP - NEEDS REKEYINGPHOTO: POOR K
A11
PHOTO: GOOD KEYING OF RIPRAP
REVETMENT ARMOR STONE IS DISTRUBED AND NON-UNIFORM IN GRADATION, THICKNESS, AND DISTRIBUTION. REVETMENT IS NOT TRUE TO DESIGN LINES AND GRADES.
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. HOWEVER, MANY
AND RESTRAINED BY ADJACENT STONES.
REVETMENT IS WEATHERED, CONTAINS ROUNDED COBBLES, AND IS NON-UNIFORM IN GRADATION, THICKNESS, AND DISTRIBUTION. INDIVIDUAL STONES ARE NOT SURROUNDED
ARE 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
| COVER SHEET JH569180G-001XXX |
| JH569180G-101XXX |
| JH569180G-102XXX |
| JH569180C-301XXX |
| JH569180C-302XXX |
| JH569180C-901XXX |
| 2025-07-08T11:25:30-0700 | |
| FRANSSEN.MICHAEL.JOSEPH.1178138908 |
| 2025-07-08T12:34:04-0700 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2025-07-08T12:51:55-0700 | |
| WESTON.DWAYNE.M.1231638152 |
File details come from the government source that posted it. Updated .