Attachment P - Amend Drawings.pdf
PDF 252 KB Posted
- Solicitation number
- N4008524R2545
About this file
This document appears to be a set of technical drawings and details for a prestressed concrete sheet pile for a breakwater pier project. The drawings provide specifications for the size, dimensions, reinforcement, and construction requirements of the sheet piles, including details on the male and female key connections, dowels, and overall configuration. The drawings reference a related federal contract opportunity for an Indefinite Delivery/Indefinite Quantity (IDIQ), Multiple Award Construction Contract (MACC) for Design-Build (DB) or Design-Bid-Build (DBB) waterfront construction projects in the Hampton Roads area of Virginia, solicitation number N4008524R2545. The key details include a sheet pile size of 4'-0" wide by 16" thick, compression capacity of 272.2 kips, tension capacity of 97.5 kips, and a required pile tip elevation of -65 NAVD88.
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Text version
1"
CLR
4'- 0"
34 TURNS @ 3" PITCH 6" PITCH 1'-6"
9"
SEE NOTE 5
#4, TYP
3" 3"
3"
CLR
5 TURNS
@ 1" PITCH
5 TURNS
@ 1" PITCH
B1 S-501
DOWELS, SEE
1" CHAMFER, TYP
MALE KEY, SEE
4 SPA
@ 3"
FEMALE KEY, SEE
PI
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T
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B3 S-501
LENGTH OVERALL (L)
A1 S-501
A2 S-501
1'- 6"
TY
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#10 DOWELS GROUTED IN
PLACE AFTER DRIVING, TYP
8-2"Ø, 10'-0" LONG
CORRUGATED GALV
SLEEVE FOR #10
GROUTED BARS, TYP8'-
0"
TY
P
1'-4"
PARTIALLY SHOWN
SPIRAL REINFORCEMENT
PRESTRESSING STRANDS
NOT SHOWN FOR CLARITY.
#10 STD TERMINATOR, TYP
NOTE:
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3/
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1/
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1/
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3 1/4"
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1'- 4"
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UNCLASSIFIED
UNCLASSIFIED
NC FIRM LICENSE NO. F-0105
NAVAL ARCH & ENGR DEPUTY DIRECTOR
NSWC CARDEROOCK DIVISION
SCALE: NTS
SHEET PILE DETAILC1 S-501
SCALE: NTS
SECTIONB1 S-501
SCALE: 3/4" = 1'-0"
FEMALE KEYA1 S-501 SCALE: 3/4" = 1'-0"
SHEET PILE PLANA3 S-101 0 1' 2' 3'
GENERAL SHEET NOTES:
1. MINIMUM CONCRETE STRENGTH MUST BE 6,000 PSI AT 28 DAYS
AND 4,500 PSI AT THE TIME OF RELEASE.
2. REINFORCING:
A. STRANDS MUST BE LOW RELAXATION, 7-WIRE, UNCOATED
CONFORMING TO ASTM A416, GRADE 270.
B. MILD STEEL DOWEL - ASTM A706, GRADE 60, GALV.
C. MILD STEEL SPIRALS - ASTM A1064, GALV.
3. STRANDS MUST BE TENSIONED TO 31 KIPS EACH.
4. IF STRANDS STRESS IS RELIEVED BY BURNING, THE STRANDS
MUST BE BURNED IN OPPOSITE PAIR.
5. FOR PILE CUTOFF AND ANTICIPATED TIP ELEVATIONS, SEE S-601.
6. IN CUTTING OFF CONCRETE PILES, AN ABRASIVE SAW MUST BE
USED.
7. AFTER DRIVING THE PILES AND CLEANING OUT THE HOLES, THE
REINFORCING DOWELS MUST BE INSTALLED WITH NONSHRINK
GROUT.
8. DESIGN FOR HANDLING AND PICK UP POINTS MUST BE THE
RESPONSIBILITY OF THE CONTRACTOR.
9. CONTRACTOR MUST SUBMIT SHOP DRAWINGS THAT INCLUDE BUT
ARE NOT LIMITED TO ANY ADDITIONAL PRODUCER SUGGESTED
REINFORCEMENT FOR CRACK CONTROL AT ENDS AND AT SHEAR
KEYS DURING STRIPPING, HANDLING, TRANSPORTATION AND
INSTALLATION.
10. THE LEADING SIDE OF SHEET PILE DURING INSTALLATION MUST
HAVE BEVELED END. STARTER PILE FOR INSTALLATION MUST NOT
HAVE BEVELED END.
11. EPOXY COAT TOP 25' OF PILING.
SCALE: 3/4" = 1'-0"
MALE KEYA2 S-501
0 1' 2' 3'0 1' 2' 3'
SCALE: NTS
DOWEL DETAILB3 S-501
BREAKWATER PIER
LOCATION SIZE
REQUIRED COMPRESSION
CAPACITY (KIPS)
REQUIRED TENSION CAPACITY
(KIPS)
PILE TIP EL
REQUIRED
(NAVD88) FTALLOWABLE ULTIMATE ALLOWABLE ULTIMATE
SHEET PILE 4'-0" WIDE x 16" THK P/S CONC 109.0 272.2 39.0 97.5 -65
A1 S-501
FEMALE
KEY, TYP
C1 S-501
4'-0" WIDE X 16" THK P/S
CONC SHEET PILE, TYP
A2
S-501MALE KEY, TYP
NEK
BA TNT2 MEW
12869699
PR
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TR
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NC
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S-501
AS NOTED
RE
VI
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L
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DI
NG
E
DG
E 4/
/2
W
W W
DIRECTION OF DRIVING
| STRUCTURAL |
| S-501 PRESTRESSED CONCRETE SHEET PILE DETAILS |
File details come from the government source that posted it. Updated .