B.08.02_Plans_19B0014.pdf
PDF 3 MB Posted
- Attached to
- Jackson Hole Levee Repair and Rehabilitation III
- Solicitation number
- W912EF19B0014
About this file
Plans
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
IZ
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
®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 S
SPOKANE
OREGON
CLEARWATER R.
EUGENE
BOISE
P A
C
IF
IC
O
C E
A N
WASHINGTON
IDAHO
R
IV
E
REVERETT
C O
L U
M B
IA
SNAKE R.
PASCO
SEATTLE
PORTLAND
SALEM
THE
OLYMPIA
DALLES
WALLA WALLA
PENDLETON
VANCOUVER
SEE LOCATION MAP
LOCATION MAP
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
SITE MAP
NOT TO SCALE
W Y
O M
IN
G
LOCATION
PROJECT
B O
A
KC
V I
E
H
R
H
R
O A
B
R
I EV
IR
K A
E
R
EV
RN
S
C
VI
E
B
R
KA E
R
O O
T R
A L
C
F K
RE
G E
R
K
R
VI
E V
R
NS
S Y
I R
E R
IR
VE
TN
H S
R
C
EV
R
I F
S
K
O
T U
HF
R
O
G
K
R
SO
HF
R O
S
H T
O F
KE
N R
O
O
K R
S
I R
V R
E
A N
K E
D
C ER
PS R AE
I t i c
C h
D er e k
Wilson Poplar
Victor
Clementsville
FOREST
TARGHEE NATIONAL
FOREST
TARGHEE NATIONAL
Lake
Phelps
Lake
Leigh 33 32
Ashton
Hamer
Tetonia
Heise
Shelley
Idaho Falls Swan Valley
Jackson
Bondurant
St. Anthony
Driggs
Rigby
Blackfoot
Rexburg
T U
L
T E
K A
E
O
R C
E
KE
E B
AR
T L
I R
E V
R
A S
Y A
S
L
E V
R
R G
M
K E
RESERVOIR
PALISADES
R
C
E K
E
CC OY
W C
E R
I W
L
O L
T
H E
R N
IR V R
K R
S Y
O F
H
E
K E
F O
K
R
N E
R S
Y
B D
A E
R
E
B
K
E G
R
C
E V
R
L B
E I
R
T O
S
C A
K
O F
A
C
M S
A
A C
M
S
A
S
K
N K
A
C R
E E
R EV
R
T C ER
OC N NA
K A
E
A S
V I
EN
R
E E
K
IR
D N
R C
I
C
C
E R
C A
I
I F
S K
O N
K E
J C
A
UO THS
O
F
P
K
OF
R
N K
L
K
OS
H F
R O
RO
N R
O
TU H
F
F F
A
OL
K A
E
U
B
N
K
O T
R
CR EE
E R
VI
S
K
N KA
E K
I R
R
E
S
AN
ER
E
W
K
CT H
C
CR
E
E
L I
L
W O
V
RO TH
N
O
OF
RS K
N O
IR
R E
T
TE
L L
S
EV
R
A F
FK
K
R S
O G
E R
E
T N
V
LAKE
GRAYS
RESERVOIR
BLACKFOOT
LAKE
RIRIE
Intermittent Levees State Game & Fish
Levee Highway Dept.
Levee State
Levee State Game & Fish
Levee Middle Imenson
Levee Lower Imenson
Levee Sewell
Levee Spring Creek
Gros Ventre Jtc.
Levee Evans
HAUL ROAD
BRIDGER NATIONAL FOREST
Levee Upper Imenson
Federal Levee Right Bank
(Morgan Levee) Left Bank Federal Levee
Levee Nelson
Ranch Access Snake River Access
Nelson
Access
Lynn
Access Gros Ventre
Levee Lucas
Levee Upper Taylor Creek
Levee Middle Taylor Creek
Levee Lower Taylor Creek
Extension Federal Levee
Levee Hanson
(Public Levee) Right Bank Federal Levee
C re e k
F is h
C re e k
U .S
BRIDGER NATIONAL FOREST
F la t
S na ke
R iv e r
Ve ntr e
Gr os
R iv er
U S p ri n g G u lt c h R o a d
STATE
S T
A T
E
STATE 22
Fall Creek Road
Teton Village
Wilson
Jackson
S o u th P a rk L o o p
BRIDGER NATIONAL FOREST
BRIDGER NATIONAL FOREST
Bridge
Cattlemans
Federal Levee Left Bank
M o o s e
W ils on R oa d
NN
N
A
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:19:37 AM 4/18/2019
...\LEVEES\JHW\JH478065\Designs\Sheets\JH478065G-001XXX.dgn
A N
S I
D
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
W
L L
A W
A L L
A
W A
S H
IN
G T
O N
Y V
O N
N E P
A L
M E
R P .E
-9
-2
/1
F
IL
E N
G-001 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.
C O
V E
R S
H E
E T A
N D L
O C
A T
IO
N M
A P of Engineers
US Army Corps
WALLA WALLA DISTRICT
W A
L L
A W
A L L
A D
IS
T R
IC
T
N
R D A
V E
L
V E
E R
E H
A B
IL
IT
A T
IO
N A
N D R
E P
A
IR
S N
A K
E R
IV
E R
W Y
O M
IN
G
J A
C K
S O
N L
E V
E E
S
LEVEE REHABILITATION AND REPAIR
SNAKE RIVER, WYOMING
JACKSON LEVEES
W E
F
B
W912EF19B0014
A P
R
IL
APRIL 2019
FINAL
2019 - 2021
D T
T U
C K
E R
P
IE
R S
O N
WALLA WALLA DISTRICT
CHIEF OF GEOTECHNICAL DESIGN SECTION
MAUNG MYAT, P.E.
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
IZ
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
®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 S
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:04:07 AM 4/18/2019
...\LEVEES\JHW\JH478065\Designs\Sheets\JH478065G-002XXX.dgn
Y
O N
N E P
A L
M E
R P .E
T
T U
C K
E R
P
IE
R S
O N
S N -9
-2
/2
A N
S
X
F
IL
E N
L L
A W
A L L
A
W A
S H
IN
G T
O
G-002
IN
E X S
H E
E T
L E
V E
E R
E H
A B
IL
IT
A T
IO
N A
N D R
E P
A
IR
S N
A K
E R
IV
E R
W Y
O M
IN
G
J A
C K
S O
N L
E V
E
L L
A W
A L L
A D
IS
T R
IC
T
N
R D A
V E
FINAL
W E
F
B
A P
R
IL
J
C K
S O
N
A
IR
P O
R T
Moose Wilson Road
STATE 390
US 89
26 191
G ro s
V en tr e
R oa d
S T
A T
E
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
IZ
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
®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 S
R
A N
C H
V E
E S
S O
L
IT
U D
E L
E V
E E
J Y R
A N
C H L
E V
E E
L E
V E
E N
E L S
O N
L E
V E
E L
U C
A S
L E
V E
E H
A N
S O
N L E
V E
E J
O H
N D
O D
G E
L E
V E
E W
A L T
O N Q
U A
R R
Y
M A
IN
S
T O
C K
P
IL
E S
IT
E
H W
Y S
N A
K E R
IV
E R B
R
ID
G E
L E
V E
E B
O A
T R
A M
P
L E
V E
E G
O L F C
O U
R S
E
L E
V E
E S
G R
O S V
E N
T R
E
LEGEND
HAUL ROUTES
ACCESS ROADS
STOCKPILE
LOCAL
LEVEES
ALTERNATE
LEVEES
S
E N
O
A P
R
IL
Y V
O N
N E P
A L
M E
R P .E
W E
F
B
FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:04:13 AM 4/18/2019
...\LEVEES\JHW\JH478065\Designs\Sheets\JH478065C-101XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
J A
C K
S O
N L
E V
E E
S
S N
A K
E R
IV
E R
W Y
O M
IN
G
L E
V E
E R
E H
A B
IL
IT
A T
IO
N A
N D R
E P
A
IR
C-101
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
SCALE: 1" = 2000' 0 4000'2000'
PLAN: NORTHERN LEVEE LOCATIONS
A
N O
R T
H
P L
A N
N O
R T
H E
R N L
E V
E E L
O C
A T
IO
N S
P
IE
R S
O N
T U
C K
E R
D T
S N -9
-2
/3
G R
A N
D T
E T
O N N
A T
IO
N A
L P
A R
K P
O R
T
IO
N O
F L
E V
E E W
IT
H
IN
Fall Creek Road
O
U T
H P
A R
K L
O O
P R
D
J a c k s o n
S T
A T E
US 89
26 1
S T
A T
E
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
IZ
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
®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 S
L E
V E
E W
A L T
O N Q
U A
R R
Y
M A
IN
S
T O
C K
P
IL
E S
IT
E
H W
Y S
N A
K E R
IV
E R B
R
ID
G E
L E
V E
E B
O A
T R
A M
P
L E
V E
E P
U B
L
IC
M O
R G
A N L
E V
E E
L E
V E
E F
E D
E R
A L E
X T
E N
S
IO
N
L E
V E
E U
P P
E R I
M E
S O
N
L E
V E
E M
ID
D L E I
M E
S O
N
L E
V E
E L
O W
E R I
M E
S O
N C
R E
E K L
E V
E E
U P
P E
R T
A Y
L O
R
C R
E E
K L
E V
E E
M
ID
D L E T
A Y
L O
R
C R
E E
K L
E V
E E
L O
W E
R T
A Y
L O
R
L E
V E
E S
E W
E L L
E V
A N
S L
E V
E E
L E
V E
E S
G A
M E F
IS
H
L E
V E
E S
O U
T H
P A
R K
LEGEND
HAUL ROUTES
ACCESS ROADS
STOCKPILE
LOCAL
LEVEES
ALTERNATE
LEVEES
S
E N
P
A N
A P
R
IL
S O
U T
H E
R N L
E V
E E L
O C
A T
IO
N S
Y V
O N
N E P
A L
M E
R P .E
W E
F
B
FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:04:17 AM 4/18/2019
...\LEVEES\JHW\JH478065\Designs\Sheets\JH478065C-102XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
J A
C K
S O
N L
E V
E E
S
S N
A K
E R
IV
E R
W Y
O M
IN
G
L E
V E
E R
E H
A B
IL
IT
A T
IO
N A
N D R
E P
A
IR
C-102
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
SCALE: 1" = 2000' 0 4000'2000'
PLAN: SOUTHERN LEVEE LOCATIONS
B
N O
R T
H
P
IE
R S
O N
T U
C K
E R
D T
S N -9
-2
/4
MAXIMUM ALLOWED SLOPE FOR FILL IS 4H:1V.
SLOPE MAY VARY DEPENDING ON LOCATION.
V A
R
IE
S
30 FEET MAXIMUM
VARIES
SEE NOTE 3VARIES 20-40 FEET TYP.VARIES 10-20 FEET TYP.
12 FEET MINIMUM
RE-ESTABLISH TO
V A
R
IE
S V
A R
IE
S
6'
BOTTOM OF CHANNEL (THALWEG)
LEVEE TOE
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
IZ
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S
E N
O
A P
R
IL
Y V
O N
N E P
A L
M E
R P .E
W E
F
B
FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:04:21 AM 4/18/2019
...\LEVEES\JHW\JH478065\Designs\Sheets\JH478065C-301XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
J A
C K
S O
N L
E V
E E
S
S N
A K
E R
IV
E R
W Y
O M
IN
G
L E
V E
E R
E H
A B
IL
IT
A T
IO
N A
N D R
E P
A
IR
C-301
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
TO REACH THE TOE EXCAVATION.
TEMPORARY BENCHING MAY BE NEEDED TO ALLOW EQUIPMENT3.
IT IS NOT NECESSARILY AS IS SHOWN ON THIS SHEET.
THE WATER SURFACE ELEVATION OF THE SNAKE RIVER VARIES.2.
MAY VARY FROM THE LOCATION SHOWN ON THIS SHEET.
THE EXACT LOCATION OF THE REPAIR AREAS ON THE LEVEE PROFILE1.
NOTES:
SNAKE RIVER
1.5
LEGEND
EXISTING LEVEE PROFILE
AREA TO BE REPAIRED
NEW RIPRAP
NEW FILL
EXISTING RIPRAP
EXISTING FILL
T Y
P
IC
A L L
E V
E E P
R O
F
IL
E
R E
P A
IR
S
SCALE: NTS
A
RE-ESTABLISH LEVEE PROFILE
TYPICAL LEVEE PROFILE
SCALE: NTS
B
TYPICAL LEVEE PROFILE
REPAIR LEVEE TOE AND REVETMENT
P
IE
R S
O N
T U
C K
E R
D T
S N -9
-2
/5
RIVER CHANNEL
BOTTOM OF
10 FEET
AREA FOR CLEARING AND GRUBBING
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
IZ
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S
E N
O
A P
R
IL
Y V
O N
N E P
A L
M E
R P .E
W E
F
B
FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:04:25 AM 4/18/2019
...\LEVEES\JHW\JH478065\Designs\Sheets\JH478065C-302XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
J A
C K
S O
N L
E V
E E
S
S N
A K
E R
IV
E R
W Y
O M
IN
G
L E
V E
E R
E H
A B
IL
IT
A T
IO
N A
N D R
E P
A
IR
C-302
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
AREA FOR CLEARING AND GRUBBING
SCALE: NTS
A
T Y
P
IC
A L L
E V
E E P
R O
F
IL
E
A R
E A F
O R C
L E
A R
IN
G A
N D G
R U
B B
IN
G
P
IE
R S
O N
T U
C K
E R
D T
S N -9
-2
/6
GRUBBING ON THE RIVER SIDE SHALL OCCUR ONLY TO THE WATER SURFACE.
IS ABOVE THE MAXIMUM RIVERWARD EXTENT OF RIPRAP, CLEARING AND
CLEARING AND GRUBBING SHALL OCCUR AS SHOWN. IF THE WATER LEVEL1.
NOTES:
EXISTING RIPRAP
EXISTING FILL
LAND SIDE
LEVEE CROWN
RIVER SIDE
LEGEND
TYPICAL LEVEE PROFILE
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
IZ
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S
E N
O
A P
R
IL
Y V
O N
N E P
A L
M E
R P .E
S N -9
-2
/7
W E
F
B
FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:04:29 AM 4/18/2019
...\LEVEES\JHW\JH478065\Designs\Sheets\JH478065C-901XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
P H
O T
O G
R A
P H
S
J A
C K
S O
N L
E V
E E
S
S N
A K
E R
IV
E R
W Y
O M
IN
G
L E
V E
E R
E H
A B
IL
IT
A T
IO
N A
N D R
E P
A
IR
C-901
R
IP
R A
P A
N D K
E Y
IN
G E
X A
M P
L E
S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
DAMAGED RIPRAP - NEEDS REKEYING
A B
C D
POOR KEYING OF RIPRAP - NEEDS REKEYING
GOOD KEYING OF RIPRAPMODERATE TO GOOD KEYING OF RIPRAP
P
IE
R S
O N
T U
C K
E R
D T
CONSTRUCT ALL RIPRAP TO HAVE GOOD KEYING.
NOTE:
THICKNESS, AND DISTRIBUTION. NOT TRUE TO DESIGN LINES AND GRADES.
REVETMENT ARMOR STONE IS DISTURBED AND NON-UNIFORM IN GRADATION,
AND DISTRIBUTION. INDIVIDUAL STONES NOT SURROUNDED AND RESTRAINED BY ADJACENT STONES.
REVETMENT IS WEATHERED, CONTAINS ROUNDED COBBLES, AND IS NON-UNIFORM IN GRADATION, THICKNESS, LENGTH AND HEIGHT. 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
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
| JH478065G-001XXX |
| JH478065G-002XXX |
| JH478065C-101XXX |
| JH478065C-102XXX |
| JH478065C-301XXX |
| JH478065C-302XXX |
| JH478065C-901XXX |
| 2019-04-24T16:33:00-0700 | |
| MYAT.MAUNG.THA.1039323229 |
| 2019-04-24T16:35:20-0700 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2019-04-25T09:03:59-0700 | |
| WESTON.DWAYNE.M.1231638152 |
File details come from the government source that posted it.