Attachment P - Amend Drawings - Updated.pdf
PDF 273 KB Posted
- Solicitation number
- N4008524R2545
About this file
The document provided is a set of engineering drawings and details for a prestressed concrete sheet pile that is part of the construction of a breakwater pier at the Naval Station Norfolk in Virginia. The drawings show the dimensions, reinforcement, and construction details for the 4-foot wide by 16-inch thick prestressed concrete sheet pile, including the female and male keys, dowel details, and pile tip elevation requirements. The drawings also include general construction notes regarding concrete strength, reinforcement materials, strand tensioning, and installation requirements. This document is intended to provide technical specifications and design details for the sheet pile component of the overall breakwater pier construction project.
The related federal contract opportunity is an Indefinite Delivery/Indefinite Quantity (IDIQ), Multiple Award Construction Contract (MACC) for Design-Build (DB) and Design-Bid-Build (DBB) waterfront construction projects in the Hampton Roads area of Virginia. The solicitation number is N4008524R2545 and is being issued by the Department of the Navy Naval Facilities Engineering Command. The key details, products, or services required are not specified in this document, but can be found in the full solicitation and attachments.
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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
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B1 S-501
DOWELS, SEE
1" CHAMFER, TYP
MALE KEY, SEE
4 SPA
@ 3"
FEMALE KEY, SEE
PI
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B3 S-501
LENGTH OVERALL (L)
A1 S-501
A2 S-501
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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
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1'-4"
PARTIALLY SHOWN
SPIRAL REINFORCEMENT
PRESTRESSING STRANDS
NOT SHOWN FOR CLARITY.
#10 STD TERMINATOR, TYP
NOTE:
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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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S-501
AS NOTED
RE
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W
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DIRECTION OF DRIVING
| STRUCTURAL |
| S-501 PRESTRESSED CONCRETE SHEET PILE DETAILS |
| 2024-04-18T13:32:34-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2024-04-18T13:33:21-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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