Drawing_Sheet_CO301_-_Amd_0001.pdf
PDF 448 KB Posted
- Attached to
- Portage Lake Revetment Repair
- Solicitation number
- W911XK17B0006
About this file
Drawing Sheet CO301 - Amd 0001
View the file
Other files
Show all 13
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
S
IZ
E
S U
B M
IT
T E
D B
Y
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
S
A AF
E
Y
Y
T
P S
C O
R P
F
E N
G
IN
E E
R S
D E
T R
IT
D
IS
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a lu e
E n g in e e r in g
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
W
X K -1
-B -0
A N
S I
D
U
O P
T
IO
N
P H
IL
L
IP
R
O
U
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
Y
O N
E K
A M
A
M I
P O
R T
A G
E L
A K
E H
A R
B O
R
N Z
A G
E R
B
C O
E S R
E V
IE
W F
E B of Engineers
US Army Corps
B
C O
E S R
E V
IE
W J
U N
N O
R T
H S
O U
T H B
R E
A K
W A
T E
R R
E P
A
IR
S
J
U L
Y
F
IN
A L R
O U
T
IN
G
A J
IM
E N
E Z
B
K O
R Z
E T
Z
J
U L
Y
R E
A D
Y T
O A
D V
E R
T
IS
E J
U L
Y
CERTIFIED FINAL - READY TO ADVERTISE
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
25.0025.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
25.0025.00
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
25.0025.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
25.0025.00
P K
F Y
C o n c e p tC
O .d g n
CO301
STA 5+00
STA 6+00
STA 7+00
STA 8+00
STA 9+00
STA 10+00
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
REQUIRED SSP WALL
REQUIRED SSP WALL
NOTE: EXISTING TOP OF NORTH SIDE SSP ELEVATION = +7' LWD FROM STA. 5+00 TO 11+00
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
REQUIRED WAVE ATTENUATOR
REQUIRED WAVE ATTENUATOR
REQUIRED WAVE ATTENUATOR
REQUIRED WAVE ATTENUATOR
S T
A T
O S
T A
O V
E R
A L L S
IT
E C
R O
S S S
E C
T
IO
N S
REQUIREDOPTION 2
PROJECT LIMITS, SEE SHEET RR102
LIMIT. (STA 6+20 TO 7+70)
STRUCTURE AND SLOPE GRADE TO CONSTRUCTION
OPTION 2 REMOVE ACCUMULATED SAND FROM EXISTING
8+20 TO 10+20)
DO NOT DISTURB ADJACENT SAND DUNE AND TREES (STA
8+20 TO 10+20)
DO NOT DISTURB ADJACENT SAND DUNE AND TREES (STA
8+20 TO 10+20)
DO NOT DISTURB ADJACENT SAND DUNE AND TREES (STA
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
REQUIRED FITTED ROCK ACCESS WAY
REQUIRED FITTED ROCK ACCESS WAY
REQUIRED FITTED ROCK ACCESS WAY
REQUIRED FITTED ROCK ACCESS WAY
A M
U
P D
A T
E T
O P
O G
R A
P H
IC
S
U R
V E
Y A
T N
O R
T H W
A L L
File details come from the government source that posted it. Updated .