Combined S-69 Weir Concept Drawings (Draft)
Updated
A PDF document (951 KB) attached to Kissimmee River Restoration (KRR) Project, S-69 Weir Repair, from the Department of the Army. Due Nov 9, 2026, 10:00 AM (UTC-5).
File name: Combined S-69 Weir Concept Drawings (Draft).pdf
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US Army Corps
of Engineers ®
DATE
G
'-2"±
PZ-22=119
G
IN
T
EXIS
NSITION
EAST TRA
AST
027'-7"± E
=
Z
P
EXISTING
LEG
RAMP EXISTING
F
C
EXISTING CONCRETE CAP
PERM WEIR REPAIR (2023),
NOT IN SCOPE
B
EXISTING CONCRETE APRON
MAINTENANCE DRIVE
EXISTIN
G 561 PZ
-22=1029
'-3"± WE
ST LEG
RAMP EXISTING
EXISTIN
G 65 PZ22=119'WEST TR
2"±
ANSITIO
N
A
N
SHEET ID
PLAN
SCALE: N.T.S.
$FILEL$
S-01
SIZE:
ANSI D
$SAJDATE$
GENERAL PLAN
REMOVE AND REPLACE ALL CAP EXPANSION JOINT,
SEE SECTION B/S-02 (TYP) FOR EAST LEG
FILE NAME:
SHEET BASE.DWG
MARK
D
U.S. ARMY CORPS OF ENGINEERS
JACKSONVILLE DISTRICT
701 SAN MARCO BLVD
JACKSONVILLE FL, 32207
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.
DESIGNED BY:
G. SUNDARESAN
DRAWN BY:
G. RODRIGUEZ
CHECKED BY:
J. AQUINO
SUBMITTED BY:
R
A
STIGATION A
REMOVE AND REPLACE ALL CAP EXPANSION JOINT,
SEE SECTION A/S-02 (TYP) FOR NORTH LEG
E VOID INVE
EXISTING 27
D
SUBSURFAC
1 PZ-22=499
'-10"± NORTH
LEG
ND REPAIR P
E
ISSUE DATE:
ER CONTRA
CONTRACT NO.:
W912EP-17-C-0046
DRAWING DATE:
EXISTING EXPANSION
JOINT IN SLAB (TYP)
FT
CT
SOLICITATION NO.:
DESCRIPTION
REMOVE AND REPLACE ALL CAP EXPANSION JOINT,
SEE SECTION B/S-02 (TYP) FOR EAST LEG
US Army Corps
of Engineers ®
DATE
G
3'-0"
2" EXPANSION JOINT
3'-0" REMOVE AND REPLACE CONCRETE
F
CL EXPANSION
JOINT
3'-0" REMOVE AND REPLACE CONCRETE
CONCRETE
CAP
EXISTING #6
REINFORCEMENT
#5 CLOSED
STIRRUPS
EXISTING
SHEET PILE
EXISTING
CONCRETE
E
S-02
SCALE: N.T.S.
4" CHAMFER (TYP)
MATCH EXISTIING
6"
WELDED ANCHOR
STUDS (EXISTING
TO REMAIN)
3"
CLR
(TYP)
EXISTING SHEET PILE
PROVIDE 2" MAXIMUM
DIAMETER HOLES IN SHEET
PILE WHERE CLOSED
STIRRUPS ARE LOCATED
6" ±
6" ±
A
$SAJDATE$
SHEET ID
A
S-02
$FILEL$
CONCRETE CAP REPAIR NORTH LEG
SCALE: N.T.S.
B
S-02
CONCRETE CAP REPAIR EAST AND WEST LEGS
SCALE: N.T.S.
C
S-02
PARTIAL SECTION
SCALE: N.T.S.
S-02
FILE NAME:
SHEET BASE.DWG
CONTRACT NO.:
W912EP-17-C-0046
DRAWING DATE:
SOLICITATION NO.:
#5 @6" OC CLOSED
STIRRUPS EACH
SIDE OF THE JOINT
CL SSP
CL SSP
STRUCTURAL
SECTION AND DETAILS
EXISTING SHEET PILE
B
TOP OF SHEET PILE
#5 CLOSED
STIRRUPS
2" CLR
(TYP)
6" ±
6" ±
3'-0" REMOVE AND REPLACE CONCRETE
CONCRETE CAP
D
WELDED ANCHOR
STUDS (EXISTING
TO REMAIN)
3'-0" REMOVE AND REPLACE CONCRETE
2" EXPANSION JOINT
9" ±
2" CLR
(TYP)
#5 CLOSED
STIRRUPS
C
S-02
EXISTING #6 CONTINUOUS (TYP)
CONCRETE CAP
9" ±
MATCH EXISTIING
EXISTING #6
CONTINUOUS (TYP)
C
2" CLR
(TYP)
D
S-02
DESCRIPTION
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