Combined S-69 Weir Concept Drawings (Draft).pdf
PDF 951 KB Posted
- Solicitation number
- W912EP27Z1CVL
About this file
This document is a set of structural design drawings for a subsurface void investigation and repair project issued by the U.S. Army Corps of Engineers, Jacksonville District. The drawings are part of Contract No. W912EP-17-C-0046 and depict repair work for a concrete cap and expansion joints at a weir structure with existing sheet pile construction.
The project scope includes removal and replacement of all cap expansion joints on the north, east, and west legs of the structure, as detailed in Sections A and B of Sheet S-02. Work also encompasses filling voids where sheet pile has separated from the concrete slab using controlled low-strength material or approved flowable fill. The structural repairs involve installation of new concrete caps with #5 closed stirrups at six-inch on-center spacing, #6 continuous reinforcement, welded anchor studs, and 2-inch expansion joints. Specific details include 4-inch chamfers on concrete caps, 2-inch clear spacing for reinforcement, and 2-inch maximum diameter holes to be provided in sheet pile where closed stirrups are located. The drawings indicate existing concrete apron, maintenance drive, existing ramps, and existing expansion joints in slabs. A permanent weir repair completed in 2023 is noted as not within the scope of this contract. Design was completed by G. Sundaresan, drawn by G. Rodriguez, and checked by J. Aquino, with drawings dated and marked as draft at time of issuance.
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Text version
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REMOVE AND REPLACE ALL CAP EXPANSION JOINT,
SEE SECTION B/S-02 (TYP) FOR EAST LEG
REMOVE AND REPLACE ALL CAP EXPANSION JOINT,
SEE SECTION A/S-02 (TYP) FOR NORTH LEG
3" ± SEPARATION SHEET
PILE FROM SLAB OBSERVED.
CONTRACTOR TO FILL IN
VOID WITH CONTROLLED
LOW-STRENGTH MATERIAL
(OR APPROVED FLOWABLE
FILL) WHERE SHEET PILE
HAS SEPARATED FROM
SLAB.
EXISTING CONCRETE CAP
PERM WEIR REPAIR (2023),
NOT IN SCOPE
REMOVE AND REPLACE ALL CAP EXPANSION JOINT,
SEE SECTION B/S-02 (TYP) FOR EAST LEG
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EXISTING 560 PZ-22=1027'-7"± EAST LEG
EXISTING 65 PZ-22=119'-2"±
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RAMP EXISTING
EXISTING CONCRETE APRON
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2" C
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4" CHAMFER (TYP)
C CONCRETE CAPL
2" C
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(T
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4" CHAMFER (TYP)
C SSPL
9"
CONCRETE CAP REPAIR NORTH LEG
SCALE: N.T.S.
A S-02
CONCRETE CAP REPAIR EAST AND WEST LEGS
SCALE: N.T.S.
B S-02
6" ±
1'-9" ±
MATCH EXISTING
6" 9"
CONCRETE CAP
#5 CLOSED
STIRRUPS
EXISTING SHEET PILE
CONCRETE CAP
#5 CLOSED
STIRRUPS
2" C
LR
(T
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EXISTING #6
CONTINUOUS (TYP) EXISTING #6 CONTINUOUS (TYP)
1' -3
2" C
LR
(T
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6" ±6" ±
C SSPL
PARTIAL SECTION
SCALE: N.T.S.
C S-02
3'-0" REMOVE AND REPLACE CONCRETE
2" EXPANSION JOINT
3'-0" REMOVE AND REPLACE CONCRETE
#5 @6" OC CLOSED
STIRRUPS EACH
SIDE OF THE JOINT
3"
CLR
(TYP)
PROVIDE 2" MAXIMUM
DIAMETER HOLES IN SHEET
PILE WHERE CLOSED
STIRRUPS ARE LOCATED
C CONCRETE CAPL
S-02 C
TOP OF SHEET PILE
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PARTIAL SECTION
SCALE: N.T.S.
D S-02
#5 @6" OC CLOSED
STIRRUPS EACH
SIDE OF THE JOINT
3"
CLR
(TYP)
PROVIDE 2" MAXIMUM
DIAMETER HOLES IN SHEET
PILE WHERE CLOSED
STIRRUPS ARE LOCATED
TOP OF
SHEET
PILE
3'-0" REMOVE AND REPLACE CONCRETE
2" EXPANSION JOINT
3'-0" REMOVE AND REPLACE CONCRETE
S-02 D
1'-9" ±
MATCH EXISTING
EXISTING SHEET PILE
WELDED ANCHOR
STUDS (EXISTING
TO REMAIN)
WELDED ANCHOR
STUDS (EXISTING
TO REMAIN)
PARTIAL PLAN (TYPICAL)
SCALE: N.T.S.
E S-02
CL EXPANSION
JOINT CONCRETE
CAP
EXISTING
SHEET PILE
EXISTING
CONCRETE
EXISTING
ANCHOR
STUD
WELDED
ANCHOR
STUD
EXISTING #6
REINFORCEMENT
#5 CLOSED
STIRRUPS
DRAFT
| S-01 10202026 |
| Sheets and Views |
| S-01 |
| S-02 10202026 |
| Sheets and Views |
| S-02 |
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