AMEND_0003_DRAWING.pdf
PDF 237 KB Posted
- Attached to
- Cedar Rapids 16th Avenue Floodgate FRM Federal contract opportunity
- Solicitation number
- W912EK19B0004
About this file
Amendment 0003 Drawing
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01_-_Bid_Summary_Sheet.pdf | ||
| W912EK19B0004_Amendment_0005.pdf | ||
| AMEND_0004.pdf | ||
| W912EK19B0004_AMEND_0003.pdf | ||
| AMEND_0002_DRAWINGS.pdf | ||
| W912EK19B0004_Amend_0002.pdf | ||
| W912EK19B0004_Amend_0001.pdf | ||
| 16th_Ave_Roller_Gate_Pre-Bid_Notes.pdf | ||
| Cedar_Rapids_16th_Ave_Site_Visit_Attendee_List.pdf | ||
| W912EK19B0004.pdf | ||
| W912EK19B0004_Drawings.pdf |
Show all 11
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
SHEET PILE CUTOFF TIP ELEVATIONS
BY
MONOLITH
TIP
ELEVATION
TOP OF SHEET
ELEVATION
DEPTH (FT)
M 1 30.0
M 2
M 3
M 4
ENDBEGINNING
322+68.72
322+83.57
STATION
322+83.57
323+53.57
324+23.57
324+32.22
PILE TIP ELEVATIONS
BY
MONOLITH
TIP
ELEVATION
TOP OF PILE
ELEVATION
LENGTH (FT)
M 1 688.55
M 2
M 3
M 4
ENDBEGINNING
STATION
SHEET PILE NOTES:
1. SHEET PILE SHALL BE DRIVEN TO TIP ELEVATION SHOWN, SEE PLAN AND PROFILE SHEET S-101.
2. SEE SPECIFICATION SECTION 31 41 16 FOR SHEET PILE REQUIREMENTS.
TOTAL (SF)
LENGTH OF
SHEET ALONG
BASELINE
14.85
70.0
70.0
8.65
30.0
30.0
30.0
TOTAL (LF)
NUMBER
OF PILES
323+53.57
324+23.57
718.55 31.62322+68.72
322+83.57
322+83.57
323+53.57
324+23.57
324+32.22
323+53.57
324+23.57
31.62
31.62
31.62
688.55 718.55
688.55 718.55
688.55 718.55
688.55 718.55
688.55 718.55
688.55 718.55
688.55 718.55
H-PILE NOTES:
1. STEEL H-PILE SHALL BE DRIVEN TO TIP ELEVATION SHOWN, SEE PLAN AND PROFILE SHEET S-101.
2. SEE SPECIFICATION SECTION 31 62 16 FOR STEEL H-PILE REQUIREMENTS.
NOTE:
1. FOR GENERAL NOTES, SEE SHEET S-100.
SECTION AT TOP OF PILE
STRAP ANCHOR REQUIRED ON FLOODSIDE PILES ONLY
STRAP ANCHOR, HP FLANGE ELEV. STRAP ANCHOR, HP WEB ELEV.
HP ANCHOR DETAILS
1/4
TYP.
COMPRESSION
PILE FLANGE
TOP OF PILE FLANGE
STRAP ANCHOR PLATE 5/8 X 3
(ASTM A572, GRADE 50)
℄ HP PILE
AND STRAP ANCHOR
SCALE: 3/4" = 1'
STRAP ANCHOR PLATE 5/8 X 3
(ASTM A572, GRADE 50)
TOP OF PILE
BOTTOM OF BASE SLAB
COMPRESSION
PILE WEB
SCALE: 3/4" = 1'
COMPRESSION PILE
C/P HP PILE
AND STRAP ANCHOR
STRAP ANCHOR
PLATE 5/8
(ASTM A572, GRADE 50)
SCALE: 3/4" = 1'
℄ HP PILE
A N
S I
D
S O
L I C
I T
A T
I O
N
N
O
F I L E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P R
O J E
C T
O D
E
C O
N T
R A
D A
T E
A P
P R
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C E
D A
R
R
I V
R
B
S
I N
C E
D A
R
R
I V
E R
C E
D A
R
R
A P
I D
S
I O
W A
SHEET ID
J C
B
J A
W J
H A
F
S
I Z
E
H O
W N
V E
N U
E
S
E
S
T E
R
L
L E
R
G
A T
E
SOLICITATION NO. W912EK19B0004
U S
A
R M
Y
C
O R
P
F
E
N G
I N
E E
R S
R O
K
L A
D
S
T R
I C
T
R O
K
L A
N D
I L
L I N
O I S
US Army Corps of Engineers
R
W E
K B
S-701
H P
I L
E
A
E
P
L
E
S
C H
E D
U L
E
S
G
N
E R
A L
R
E V
I S
I O
M E
N D
M E
S E
P
| Sheets and Views |
| H Pile and Sheet Pile Schedule |
File details come from the government source that posted it.