Drawing_Sheet_RS401_-_Amd_0001.pdf
PDF 5 MB Posted
- Attached to
- Portage Lake Revetment Repair
- Solicitation number
- W911XK17B0006
About this file
Drawing Sheet RS401 - 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
C/L 1 C/L 0
AS
T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
C/L 0
C/L 1
A
10.0
10.0
10.
10.0 12.0
12.0
12.
13.0
7.0 5.0
3.0
3.0 5.0
16.0
2.0
5.0
7.0
2.0
5.0
5.0
5.0
2.0
10.0
15.0
10.0
5.0
5.0
10.0
.0
6.0
.0
.0
15.0
10.0
10.0
6.0 6.0
.0
HH
P K
F Y
C o n c e p tR
S .d g n
RS401
SCALE: 1"=60'
A P
P R
O X
FEDERAL NAVIGATION CHANNEL
EXISTING CONCRETE REVETMENT
EXISTING RIP RAP
EXISTING GRAVEL DRIVE
EXISTING GRAVEL DRIVE
EXISTING CONCRETE REVETMENT
EXISTING RIP RAP
N
EXISTING CONCRETE CAP
EXISTING SSP
EXISTING RIPRAP & STONE FILLEXISTING SSP
EXISTING CONCRETE CAP
APPROX 115'
RIPRAP & STONE FILL
EXISTING GROUTED
EXISTING NAVIGATION TOWEREXISTING SINK HOLES (TYP)
50'-0" 333'-0"
SECTION E SECTION F SECTION G
1017'-0"
TOP OF EXISTING STRUCTURE +7.0 TOP OF EXISTING STRUCTURE +6.0
SECTION D - 737'-0"
S E
C T
IO
N H
TOP OF EXISTING STRUCTURE +6.0
TOP OF EXISTING STRUCTURE +7.0
OVERALL EXISTING SITE PLAN VIEW
O V
E R
A L L E
X
IS
T
IN
G S
IT
E P
L A
N V
IE
W
SECTION C 465'-0"
-10
15.0
HYDROGRAPHIC CONTOUR
TOPOGRAPHIC CONTOUR
LEGEND
PL-16-1
PL-16-4
PL-16-5
PL-8-96
PL-1-96
SOIL BORING LOCATION
APPROX 75'
ARMOR STONE
EXISTING GROUTED
& STONE FILL
EXISTING RIPRAP
A U
G
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 .