MEMP15DrawingsAdment02_Part3.pdf
PDF 672 KB Posted
- Attached to
- Clarence Cannon SetbacK Federal contract opportunity
- Solicitation number
- W912P9-19-B-0001
About this file
MEMP15 Drawings Part 3 of 3
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01._BID_SUMMARY_SHEET..pdf | ||
| MEMP15DrawingsAdment02_Part2.pdf | ||
| MEMP15DrawingsAdment02_Part1.pdf | ||
| 2amspecs.pdf | ||
| CCNWRSetbackQuestions.pdf | ||
| A22W912P919B0001Amendment02.pdf | ||
| A24Amendment01.pdf | ||
| ContractorSignInSheet.pdf | ||
| CCNWRConstructionStatusJune2019Opt.pdf | ||
| CCNWRLiDAROpt.pdf | ||
| A02DrawingsPart2_Part1.pdf | ||
| A02DrawingsPart2_Part2.pdf | ||
| A02DrawingsPart1_Part1.pdf | ||
| A02DrawingsPart3.pdf | ||
| A02DrawingsPart1_Part2.pdf | ||
| A02CCNWRBermSetbackAdvspecs.pdf | ||
| A22W912P919B0001.pdf |
Show all 17
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
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
A
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
B
C
D
E
F
G
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 E
N G
IN
E E
R S
EXISTING (SURVEY) GRADE
GEOTEXTILE
6" BEDDING MATERIAL ON
21" 140 LB RIPRAP ON
MATCH EXISTING SLOPEMATCH E
XISTING S
LOPE
REPLACE WITH COMPACTED EXCAVATED MATERIAL.
EXCAVATE TO PLACE STONE PROTECTION.
REPLACE WITH COMPACTED EXCAVATED MATERIAL.
EXCAVATE TO PLACE STONE PROTECTION.
REPLACE WITH COMPACTED EXCAVATED MATERIAL.
EXCAVATE TO PLACE STONE PROTECTION.
EXISTING (SURVEY GRADE) OR EXISTING LEVEE GRADE
BERM DEGRADE DESIGN GRADE
GEOTEXTILE
6" BEDDING MATERIAL ON
21" 140 LB RIPRAP ON
1V:6H
1V:3H
1V:
3H
ACCESS
CENTERLINE
EXISTING (SURVEY) GRADE OR BERM SETBACK DESIGN GRADE
DETAIL FOR STONE THICKNESS TRANSITION)
SOUTH END - CRUSHED STONE SURFACING (SEE
NORTH END - STONE PROTECTION (SHOWN)
ACCESS RAMP DESIGN GRADE
15.33'
1V:2H1V:2H
WIDTH VARIES - SEE PALN
EXISTING (SURVEY) GRADE
COMPACTION AS ADACENT MATERIAL
REPLACE MATERIAL TO SAME
EXCAVATE TO PLACE ROADWAY &
COMPACTION AS ADACENT MATERIAL
REPLACE MATERIAL TO SAME
EXCAVATE TO PLACE ROADWAY &
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg
2019/07/05
J
M
IL
L S P .E
A
N S I
D
F
IL
E N
U M
B E
R
A1 SCALE: NTS
STONE PROTECTION DETAIL
C-404
D1 SCALE: NTS
C-404
C-403
STONE PROTECTION DETAIL
F1 SCALE: NTSC-401 F6 SCALE: NTSC-402
D E
T A
IL
S T
Y P
IC
A L S
E C
T
IO
N S
C-502
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P R
U C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
M -E
M P -1
W P -1
-B -0
AS ADVERTISED
BERM ACESS RAMP 1 TYPICAL SECTION BERM ACCESS 2 TYPICAL SECTION
J U
N E
M
H A
N K
S P .E
B
D
IR
K S P .E
B
D
IR
K S P .E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
A1
C-504
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
A
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
B
C
D
E
F
G
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 E
N G
IN
E E
R S
EXISTING (SURVEY GRADE) OR EXISTING LEVEE GRADE
BERM DEGRADE DESIGN GRADE
GEOTEXTILE
6" BEDDING MATERIAL ON
21" 140 LB RIPRAP ON
1V:6H
GEOTEXTILE
12" CRUSHED STONE BASE ON
6" CRUSHED STONE SURFACING ON
THICKNESS
STONE SURFACING
THICKNESS TO MATCH
TRANSITION RIPRAP
1V:
3H
1V:4 H
EXISTING (SURVEY GRADE)
ACCESS RAMP DESIGN GRADE
BERM SETBACK DESIGN GRADE
25.33'
EXISTING (SURVEY GRADE)
ACCESS RAMP DESIGN GRADE
BERM SETBACK DESIGN GRADE
10'
1V:3H
1V:4H
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
J
M
IL
L S P .E
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P R
U C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
M -E
M P -1
W P -1
-B -0
A1
STONE TRANSITION DETAIL
C-502 SCALE: NTS C-504
D E
T A
IL
S
AS ADVERTISED
A6 SCALE: NTSC-405
A1
D1 SCALE: NTS
C-407
C-406
A1 BERM ACCESS RAMPS 3, 4, 5, 6, 7, & 8 TYPICAL SECTIONS
BERM ACCESS RAMP 2 TYPICAL SECTION
J U
N E
M
H A
N K
S P .E
B
D
IR
K S P .E
B
D
IR
K S P .E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
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
A
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
B
C
D
E
F
G
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 E
N G
IN
E E
R S
GENERAL SHEET NOTESLEGEND
PERIOD OF RECORD 2005 - 2019
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
ZERO GUAGE DATUM IS: 399.54 NAVD88.2.
BREAK IN HYDROGRAPH INDICATES NO DATA AVAILABLE.1.
2019/07/02
2019/07/02
S
E N
U M
B E
R
M -E
M P -1
J
R O
D R
IG
U E
Z M
E A
N D
E R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P R
U C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
W P -1
-B -0
A1 SCALE: NTS R-702
HYDROGRAPHS- MISSISSIPPI RIVER AT MOSIER LANDING
M O
S
IE
R L
A N
D
IN
G H
Y D
R O
G R
A P
H J
M
IL
L S P .E
AS ADVERTISED
J U
N E
M
H A
N K
S P .E
B
D
IR
K S P .E
J U
L
R E
V
IS
E I
N A
C C
O R
D A
N C
E W
IT
H A
M N
D
| M-EMP-15_C-502 |
| M-EMP-15_C-504 |
| M-EMP-15_R-702 |
File details come from the government source that posted it.