sd-301 - united states army
TRANSCRIPT
70'-0"
1'-0"
18'-0"±
SO
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SHEET ID
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...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\TYPICAL CROSS SECTION DEMOLITION
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SD-301SD-301
DE
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A1TYPICAL CROSS SECTION - DEMOLITIONSCALE: 1/4" = 1' 0 4' 8'2'X-###
X#
TOP OF SSP 582.5 TOP OF SSP 582.5
LAKESIDERIVERSIDE
CENTERLINE OF EXISTING WALE EL. 581.25±
(VARIES & VERIFY)
EL. 546.7
EL. 531.7 (EVERY THIRD PILE)
BOTTOM OF EXISTING SSP EL. 534.75
2 - C9X20 WALE
NEW PZ27 SHEET PILE ANCHOR WALL
LONG
EVERY 3RD PILE 50'
PILE 35' LONG.
EXISTING SHEET
WALL CAP
CONCRETE
EXISTING 12"
DUCK BANK TO REMAIN
EXISTING UTILITY
STRUCTUREEXISTING TUNNEL
EXISTING HANDRAIL
DWGS) 2"-3" STONE (SEE REF.
SLAB 12"-15' THICK OVEREXISTING CONCRETE
EXISTING MZ-38 SSP WALL, WALE AND ANCHORS TO REMAIN
BACKFILL
(SEE CIVIL
SHEETS)
TOE STONE SEE CIVIL SHEETS
1
2.5
TO INSTALL NEW SLAB
WALLS ONLY AS REQUIRED
REMOVE TUNNEL SLABS AND
TOP OF STONE 568.0 (MIN.)
1
2
EL. 534.5
70'-0"
1'-0"
SO
LICIT
ATIO
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D B
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DE
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N
1
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D B
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DR
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N B
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ISS
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
SHEET ID
TOP OF SSP EL. 582.5
EL. 588.0
BOTTOM OF EXISTING SSP EL. 534.75
CENTERLINE OF EXISTING WALE EL. 581.25±
(VARIES & VERIFY)
EL. 567.5 OR EL. 562.5 (SEE PLAN)
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...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\PARKING LOT CROSS SECTION DEMOLITION
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U.S.
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SD-302SD-302
A1SCALE: 1/4" = 1' 0 4' 8'2'X-###
X#
DE
MO
LITIO
N
PA
RKIN
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RO
SS S
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RKIN
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N
PARKING LOT CROSS SECTION - DEMOLITION
FE
B 2
019
PARKING SURFACE
EXISTING SSP ANCHORS AND WALE TO REMAIN
EXISTING SSP WALL TO REMAIN
(SEE PLAN)
LINE BY CONTRACTOR
APPROXIMATE EXCAVATION
BACKFILL (SEE CIVIL SHEETS)
UNDISTURBED EARTH
TOP OF SSP 582.5
STRUCTURE
EXISTING TUNNEL
WALL
ANCHOR
SHEET PILE
NEW PZ27
RIVERSIDE LAKESIDE
1. ANY SOIL EXCAVATED IN THE PARKING LOT FOR
INSTALLATION OF THE TIE RODS OR THE NEW SSP
ANCHOR WALL SHALL BE DISPOSED OF OFFSITE BY IAW
SPECIFICATIONS. THE TOP 12" OF THE PARKING SURFACE
SHALL BE REPLACED IN KIND.
TO INSTALL NEW SLAB
WALLS ONLY AS REQUIRED
REMOVE TUNNEL SLABS AND
INSTALL NEW SLAB
AS REQUIRED TO
EXISTING SLAB ONLY
REMOVE 4"-6" OF
DUCK BANK TO REMAIN
EXISTING UTILITY
NOTES:
2'-0"
10"
1'-0"
18'-0"±
SO
LICIT
ATIO
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O.:
DE
SIG
NE
D B
Y:
DE
SC
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1
A
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SU
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D B
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DR
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N B
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B
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SHEET ID
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US Army Corps
U.S.
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B1SCALE: 3/8" = 1' 4'0 2' 8'X-###
X# SECTION AT NORTH BASIN WALL
EA
ST E
ND D
EM
OLITIO
NE
AS
T E
ND D
EM
OLITIO
N
SAWCUT 4" MIN. ALL AROUND
BEAM POCKET
TOP OF SSP 582.5
LAKESIDERIVERSIDE
EL. 546.7
EL. 531.7 (EVERY THIRD PILE)
NEW PZ27 SHEET PILE ANCHOR WALL
LONG
EVERY 3RD PILE 50'
PILE 35' LONG.
EXISTING SHEET
WALL CAP
CONCRETE
EXISTING 12"
DUCK BANK TO REMAIN
EXISTING UTILITY
STRUCTUREEXISTING TUNNEL
BACKFILL
(SEE CIVIL
SHEETS)
TOE STONE SEE CIVIL SHEETS
1
2.5
TOP OF STONE 577.0 (MIN.)
1
2
SLAB
INSTALL NEW CONCRETE
VAULT AS REQUIRED TO
EXISTING TRANSFORMER
REMOVE TOP PORTION OF
STRUCTURE
REF DWGS.) NORTH BASIN
BEAM POCKETS (SEE C-19,
AND DAMAGE TO EXISTING
PREVENT UNDERMINING
TO 10" DEPTH THIS SIDE TO
LIMIT CONCRETE REMOVAL
REMOVE TUNNEL SLAB, MANHOLES, TEC.
BASIN WALL NORTH
EXISTING
2 - C9X20 WALE
EL. 534.5
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SHEET ID
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U.S.
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PS O
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ST
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TR
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N
TIE R
OD A
ND A
NC
HO
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ALL
TIE R
OD A
ND A
NC
HO
R W
ALL
STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL
1S-302
CUT SHEETPILE AND WALE AS REQUIRED TO MAINTAIN CLEARANCE.3" MIN - 6" MAX TO CLEAR EXISTING BURIED BULKHEAD.
WITH RIVERSIDE WALL
ALIGN "BELLY-OUTS" OF ANCHOR WALL
DRIVE SHEET PILE ANCHOR WALL TO
SEE S-502 FOR SHEET PILE ANCHOR DETAILS
WITH RIVERSIDE WALL
ALIGN "BELLY-OUTS" OF ANCHOR WALL
DRIVE SHEET PILE ANCHOR WALL TO
EXISTING BURIED BULKHEAD
ADJUST TIE RODS LOCATIONS TO CLEAR EXISTING SHEET PILE WEBS (TYP)
BULKHEAD
BURIED
EXISTING
TO CLEAR
TIE ROD
LOCATE
EDGE OF CONCRETE TUNNEL
EDGE OF CONCRETE TUNNEL
TO INSTALL TIE RODS.
AND REPLACE MANHOLES IN KIND
MANHOLES. ALTERNATELY, REMOVE
OR SETTLEMENT OF EXISTING
METHODS TO PREVENT UNDERMINING
UNDER EXISTING MANHOLES USING
INSTALL NEW TIE RODS AND SLEEVES
SSP T/P EL. 562.5
SO
LICIT
ATIO
N N
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DE
SIG
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D B
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DE
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A
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U.S.
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PS O
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STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL
1S-301A
S-50430'-0"
SSP T/P EL. 567.5
1S-302 1
S-301
RIPRAP
EDGE OF CONCRETE TUNNEL
EDGE OF CONCRETE TUNNEL
SO
LICIT
ATIO
N N
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DE
SIG
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D B
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DE
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D B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U.S.
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TIE R
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HO
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ALL
STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL
1S-301
30'-0"
10'-6"
31'-6"
EDGE OF CONCRETE TUNNEL
EDGE OF CONCRETE TUNNEL
INSTALL TIE RODS THRU EXISTING TUNNEL VAULT CONCRETE
SO
LICIT
ATIO
N N
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DE
SIG
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D B
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DE
SC
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A
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D B
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B
C
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U.S.
AR
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OR
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ETIE R
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ALL
ST
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AL P
LA
N
STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL
1S-301
BS-504
70'-0"
1'-0"
2"
18'-0"±
2'-0"8'-0"±2'-0"
6'-0"±
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BMIT
TE
D B
Y:
DA
TE
CO
NT
RA
CT N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U.S.
AR
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AL C
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A1TYPICAL CROSS SECTIONSCALE: 1/4" = 1'
N
0 4' 8'2'X-###
X#
FA
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R, P
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ED
AVII
D F
OR
CE, S
EF
EB 2
019
TOP OF SSP 582.5 TOP OF SSP 582.5
LAKESIDE
RIVERSIDE
GENERAL NOTES:
CENTERLINE OF EXISTING WALE EL. 581.25±
(VARIES & VERIFY)
EL. 546.7
EL. 531.7 (EVERY THIRD PILE)
BOTTOM OF EXISTING SSP EL. 534.75
2 - C9X20 WALE
PIPE SLEEVE
SCHEDULE 80 PVC
5.563" O.D. ASTM D1785
ROD IN HOLE
SLEEVE. CENTER TIE
NEW TIE ROD AND
PILE WALL TO INSTALL
THRU EXISTING SHEET
AND 5.625"Ø HOLE
EXISTING CONCRETE
NEW 6"Ø HOLE THRU
LONG
EVERY 3RD PILE 50'
PILE 35' LONG.
EXISTING SHEET
WALL CAP
CONCRETE
EXISTING 12"
DUCK BANK TO REMAIN
EXISTING UTILITY
STRUCTUREEXISTING TUNNEL EXISTING HANDRAIL
EXISTING MZ-38 SSP WALL, WALE AND ANCHORS TO REMAIN
RODS IN PIPE SLEEVES.
TIE RODS U.N.O. CENTER TIE
BETWEEN EXISTING RIVERSIDE
AT 6'-0" O.C. CENTERED
NEW #14 ALL THREAD TIE RODS
NEW 6"Ø HOLE TO INSTALL/JACK PIPE SLEEVE
BACKFILL
(SEE CIVIL
SHEETS)
1
2.5
EL. 534.5
CONCRETE WALLS
6" HOLE THRU EXISTING
CENTER NEW TIE RODS IN NEW
DWGS) HAUNCHES (SEE REF.
CONCRETE SLAB SLAB 12"-15" AND
EXISTING CONCRETE
NEW 6"Ø HOLE THRU TUNNEL WALL
(MIN. 24" LONG)(TYP.)
WATERTIGHT FLEXIBLE PLUG
CHEMICAL GROUT TO FORM
WITH POLYURETHANE
CENTER TIE ROD AND PACK
TOP OF TOE STONE EL. 568 (MIN.)
TOE STONE SEE CIVIL SHEETS
1
2
EXISTING TIE RODS TO REMAIN IN PLACE.
SAWCUT WALE, EXISTING TIE RODS, OR SSP.
EXERCISE CARE TO NOT DAMAGE OR
NEW TIE ROD TO EXISTING C9X20 WALE.
REMOVE EXISTING CONCRETE TO CONNECT
WALLANCHOR SHEET PILE NEW PZ27
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO START OF WORK INCLUDING ALL
DIMENSIONS SHOWN IN REFERENCE DRAWINGS.
2. CENTERLINE ELEVATION OF EXISTING WALE SHALL
BE VERIFIED PRIOR TO DRILLING HOLES THRU
EXISTING TUNNEL CROSS SECTION AND
INSTALLATION OF NEW SHEET PILE ANCHOR WALL
AND WALE. ELEVATION OF EXISTING WALE MAY
VARY ALONG THE LENGTH OF THE EXISTING SHEET
PILE WALL. NEW WALE ON NEW ANCHOR WALL
SHALL BE ADJUSTED TO MATCH ELEVATION OF
EXISTING WALE ON EXISTING RIVERSIDE SHEET PILE
WALL. CENTERLINES OF HOLES TO BE DRILLED
THRU THE EXISTING TUNNEL WALLS SHALL MATCH
THE CENTERLINE OF THE EXISTING WALE.
3. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PROTECT INTEGRITY OF EXISTING
STRUCTURES TO REMAIN.
4. CONTRACTOR SHALL CLEAR DRIVELINE AS
REQUIRED TO INSTALL NEW LAKESIDE SHEET PILE
ANCHOR WALL. EXISTING TOE STONE MAY BE
REQUIRED TO BE CLEARED BELOW THE LAKEBED
ELEVATION. CONTRACTOR SHALL LIMIT LENGTH OF
DRIVELINE CLEARING TO MAINTAIN THE INTEGRITY
OF THE EXISTING SHEET PILE AND TIMBER CRIB.
CONTRACTOR SHALL PROVIDE ANY TEMPORARY
BRACING NECESSARY TO PROTECT AND PREVENT
ANY MOVEMENT OF THE EXISTING LAKESIDE WALL
CAP, SHEET PILE, AND EXISTING UTILITY DUCT BANK
DURING DRIVELINE CLEARING AND ANCHOR WALL
INSTALLATION.
5. NEW TIE RODS ARE REQUIRED TO BE INSTALLED
THROUGH EXISTING CONCRETE TUNNEL WALLS,
EXISTING LAKESIDE WALL CAP/SHEET PILE, AND
THROUGH EXISTING SOIL FILL. CONTRACTOR SHALL
MINIMIZE EXCAVATION AROUND EXISTING UTILITY
DUCT BANK AND MANHOLES TO PREVENT
SETTLEMENT OF THE DUCT BANK OR MANHOLES.
TIE RODS SHALL NOT BE JACKED THRU SOIL TO
PREVENT DAMAGE TO COATING. PIPE SLEEVE ON
LAKESIDE IS REQUIRED.
6. THE CONTRACTOR IS RESPONSIBLE FOR
SEQUENCING BACKFILL PLACEMENT BEHIND THE
NEW SHEET PILE ANCHOR WALL TO PREVENT
DAMAGE TO THE SHEET PILE ANCHOR WALL, TIE
RODS, OR WALE SYSTEM DURING ANY TEMPORARY
LOADING CONDITION. THE TOE BERM SHALL BE
PLACED AS THE BACKFILL BEHIND THE NEW
ANCHOR WALL IS PLACED TO PREVENT DAMAGE TO
OR OVERSTRESSING THE SHEET PILE WALL, WALES
OR TIE RODS. NO TOE STONE SHALL BE PLACED
ABOVE THE ELEVATION OF THE TIE RODS AND CARE
SHALL BE TAKEN DURING TOE STONE PLACEMENT
TO PREVENT DAMAGE TO THE TIE RODS OR THE TIE
ROD PROTECTIVE COATING.
70'-0"
1'-0"
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BMIT
TE
D B
Y:
DA
TE
CO
NT
RA
CT N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
TOP OF SSP EL. 582.5
EL. 588.0
BOTTOM OF EXISTING SSP EL. 534.75
CENTERLINE OF EXISTING WALE EL. 581.25±
(VARIES & VERIFY)
EL. 567.5 OR EL. 562.5
(SEE PLAN)
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...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\PARKING LOT CROSS SECTION
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
PS O
F E
NGIN
EE
RS
P
ROJE
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A1SCALE: 1/4" = 1' 0 4' 8'2'X-###
X# PARKING LOT CROSS SECTION
FA
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PARKING SURFACE
EXISTING SSP ANCHORS AND WALE TO REMAIN
EXISTING SSP WALL TO REMAIN
(SEE PLAN)
BOTTOM OF PVC
SIDE ONLY. LOCATE TIE ROD AT
OVER TIE ROD ON PARKING LOT
SCHEDULE 80 PVC PIPE SLEEVE
PROVIDE 5.563"O.D. ASTM D1785
U.N.O.(SEE PLAN)
TIE RODS @ 6'-0" O.C.
NEW #14 ALL THREAD
LINE BY CONTRACTOR
APPROXIMATE EXCAVATION
BACKFILL (SEE CIVIL SHEETS)
UNDISTURBED EARTH
STRUCTURE
EXISTING TUNNEL
TOP OF SSP 582.5
WALL
ANCHOR
SHEET PILE
NEW PZ27
RIVERSIDE LAKESIDE
RODS IN PIPE SLEEVES.
TIE RODS U.N.O. CENTER TIE
BETWEEN EXISTING RIVERSIDE
AT 6'-0" O.C. CENTERED
NEW #14 ALL THREAD TIE RODS
NEW 6"Ø HOLE TO INSTALL/JACK PIPE SLEEVE
NEW 6"Ø HOLE THRU TUNNEL WALL
CONCRETE WALLS
6" HOLE THRU EXISTING
CENTER NEW TIE RODS IN NEW
(MIN. 24" LONG)(TYP.)
WATERTIGHT FLEXIBLE PLUG
CHEMICAL GROUT TO FORM
WITH POLYURETHANE
CENTER TIE ROD AND PACK
EXISTING TIE RODS TO REMAIN IN PLACE.
SAWCUT WALE, EXISTING TIE RODS, OR SSP.
EXERCISE CARE TO NOT DAMAGE OR
NEW TIE ROD TO EXISTING C9X20 WALE.
REMOVE EXISTING CONCRETE TO CONNECT
2 1/2 "± FIE
LD V
ERIF
Y
2" CL.
24" (MIN)
6"Ø D
RIL
LE
D
24" (MIN)
3"
3"
2" CL.
(VARIES & VERIFY)
CENTERLINE OF EXISTING WALE EL. 581.25±
2 - C9X20 WALE
WALLANCHOR SHEET PILE NEW PZ27
C OF EXISTING WALEL
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
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N
1
A
MA
RK
SIZ
E:
SU
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TE
D B
Y:
DA
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CO
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RA
CT N
O.:
CH
EC
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D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
SHEET ID
CENTERLINE OF EXISTING WALE EL. 581.25
TOP OF SSP 582.5
PRIO
R T
O O
RD
ERIN
G
TIE R
OD
S
EXISTING 2-C9X20 WALE
EXISTING SSP
NEW 7"X7"X1" PLATE
NEW TIE ROD AND NUT
EXISTING REINFORCED CONCRETE TUNNEL WALL
TOP OF SSP 582.5
EXISTING REINFORCED CONCRETE TUNNEL WALL
LC TIE ROD & EXISTING WALE
C ANCHOR WALL WALE TO MATCH C OF EXISTING WALEL L
AROUND TIE ROD
PVC PIPE SLEEVE CENTERED
REMOVE EXISTING REINFORCED CONCRETE SLAB (SEE REF. DWGS)
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
PS O
F E
NGIN
EE
RS
S-501
AN
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...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\TIE ROD INSTALLATION DETAILS
TIE R
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D1SCALE: 3/4" = 1' 2'0 1' 4'S-501
1
D7TIE ROD INSTALLATION DETAILSSCALE: 3/4" = 1' 2'0 1' 4'S-501
2
A1SCALE: 3/4" = 1' 2'0 1' 4'S-501
3 TIE ROD CONNECTION AT SSP ANCHOR WALL
TIE ROD CONNECTION - RIVERSIDE
FA
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POLYURETHANE GROUTPOLYURETHANE GROUT
TOP OF SSP 582.5
TOP OF SSP 582.5
NEW PVC PIPE SLEEVE
MANUFACTURER
NUTS AND NEW WASHERS PER
NEW ALL THREAD TIE ROD AND
NEW SSP ANCHOR WALL
NEW 7"X7"X1" PLATE
NEW 2-C9X20 WALE
(BACKFILL NOT SHOWN)
(BACKFILL NOT SHOWN)
1
2.5
2 1/2 "
3" (TYP.)
4 1/2 "
1 1/4 "
1 1/4 "
1'-9"
6'-0" O.C.
6"
12" (TYP.)
9"
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
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DE
SC
RIP
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N
1
A
MA
RK
SIZ
E:
SU
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D B
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DA
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RA
CT N
O.:
CH
EC
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D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
LOCATIONS TO MATCH EXISTING LAKESIDE SSP WALL
TYP5/16
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
PS O
F E
NGIN
EE
RS
S-502
AN
SI
D
PR
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CT I
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...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SHEET PILE ANCHOR WALL DETAILS
SH
EE
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NC
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E2SCALE: 1 1/2" = 1' 1' 2'0 6"
D7
SCALE: 1 1/2" = 1' 1' 2'0 6"
A1
SCALE: 1 1/2" = 1' 1' 2'0 6" A7
SCALE: 1 1/2" = 1' 1' 2'0 6"A4
SCALE: 1 1/2" = 1' 1' 2'0 6"
D1
SCALE: 1 1/2" = 1' 1' 2'0 6"
TIE ROD CONNECTION DETAIL
SSP/WALE TENSION BOLTWALE SPACER DETAILWALE SPLICE DETAIL
WALE SPLICE DETAIL
NEW SSP ANCHOR WALL PLAN
FA
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3"TYP
5/16
TYP5/16
TYP5/16
TYP5/16
TIE ROD NUT & WASHER PER MFR'S REQUIREMENTS
#14 (1.75" NOM. Ø) ASTM A-615 GR 75 ALL THREAD TIE ROD (TYP.)
(2) - C9X20 WALES
SPLICE PLATES
1'-8"X7"X5/8" TOP & BOTTOM
NUT AND WASHER, TYP.
1"Ø A325 BOLTS (TYP.)
1"Ø A325 BOLTS (TYP.)
(TYP.)
SPACER PLATE
9"X2 1/2"X3/8"
7"x7"x1" PLATE
Z-SHAPE SSP SHEET PILE
3"X3"X1/2" PLATE WASHER
1"Ø A325 BOLT (2/ CONNECTION) (2) - CX9X20 WALES
7"X12"X1" PLATE (TYP.)
INTERLOCK SPACING (TYP.)
WALL SPACER @ 3'-0" O.C. TO MATCH
3"X3"X1/2" THICK PLATE (TYP.)
7"X7"X1" PLATE
NUT AND WASHER, TYP.
NOTE: LOCATE SPLICES CENTERED BETWEEN TIE RODS. STAGGER TOP AND BOTTOM SPLICES
WALL (TYP.)
OTHER INTERLOCK ALONG
CONNECTION) AT EVERY
1"Ø A325 BOLTS (2 PER
2" DIA. DRAIN HOLE IN TOP WALE @ 6'-0" (TYP.)
TIE RODS (TYP.)
PROVIDE BEVELED WASHERS FOR ALL ANGLED
TIE ROD, NUTS & WASHERS PER MANUFACTURER
2" CL
4" CL
12"±
NEW TIE ROD TO MATCH
EXISTING WALE ON
RIVERSIDE SHEET PILE WALLLC
INTERFERENCE
PREVENT
LOCATIONS TO
TUNNEL HOLE
ROD LOCATIONS AND
AND ADJUST NEW TIE
TIE ROD LOCATIONS
SURVEY EXISTING
DWGS)
REMAIN (SEE REF.
8'-2 1/8" C/C TO
EXISTING TIE RODS AT
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
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TE
D B
Y:
DA
TE
CO
NT
RA
CT N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
4" LONG STEEL PIPE 5.563" O.D.
LAKESIDE FACE OF SSP
5/16
GROUT
POLYURETHANE
PACK WITH
NOTE: CONDITION OF EXISTING TIE RODS AND WALE ARE
UNKNOWN AND SHOULD BE ASSUMED NOT PRESENT WHEN
DETERMINING TEMPORARY SHORING MEASURES FOR EXISTING
SHEET PILE WALL.
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
PS O
F E
NGIN
EE
RS
S-503
P
ROJE
CT I
D:
FIL
E N
AM
E:
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TIE R
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D7
SCALE: 3" = 1'
SHEET PILE SLEEVE6"0 3" 1'S-503
3
D1TIE ROD AT EXISTING SHEET PILE CUT OFF WALLSCALE: 1" = 1' 0 1' 2'6"S-301
1
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EXISTING CONCRETE
EXISTING TIMBERS
EL. 583.2±
EL. 580.7±
NEW TIE ROD
NEW PVC PIPE SLEEVE
EXISTING MP-II5 SHEET PILE
TOP OF SSP EL. 581.7±
C6 WALE
WALE
PILE. DO NOT CUT EXISTING
HOLE THRU EXISTING SHEET
CONCRETE WALL AND 5.625"Ø
DRILL/CUT 6"Ø HOLE THRU
3S-503
4'-6"
3" (MAX)1" (MIN)
31'-6"
4'-6"
30'-0"
10'-6"
30'-0"
31'-6"
9 3/4 "9 3/4 "
1 1/4 "1 1/4 "
4 5/16 "1 1/4 "9 3/4 "9 3/4 "1 1/4 "
1 1/4 " (TYP.)
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BMIT
TE
D B
Y:
DA
TE
CO
NT
RA
CT N
O.:
CH
EC
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D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
THRU PLATE
TO PASS TIE ROD
LONG SLOTTED HOLE
PROVIDE 2-1/2"X6"
C9
X20
C9X20
WALL/BULKHEAD
CONCRETE DOCK
EXISTING
PROVIDE "SOCKET" FOR FUTURE CONNECTION
RE
TU
RN W
ALL
C9X20 B
RACE
DOCK WALL
GAP TO EXISTING
MAINTAIN 3" MAX
REQUIRED TO
MANUFACTURER AS
CORNER PER PILE
90° OR BENT
WITH FABRICXATED
PZ27 SHEET PILE
PROVIDE PART OF
TIE RODS
INSTALLATION OF NEW
OUTS" FOR
SHEET PILE "BELLY
EXISTING RIVERSIDE
ANCHOR WALL TO MATCH
OF NEW LAKESIDE
LOCATE "BELLY OUTS"
OF TIE ROD
(TYP.) BOTH SIDES
MANUFACTURER
WASHERS PER
PROVIDE BEVELED
EXCEPT FOR 2' ON EACH END TO BE 3" O.C. (TYP.)
CONNECTIONS USE 7/8" BOLTS @ 6" O.C.
T-PILE PER MANUFACTURER. FOR BOLTED
WELD 90° INTERLOCK FULL HEIGHT OR PROVIDE
7"x 6"x 1" PLATE (TYP.)
LAST TIE ROD
2 - C9X20 WALE
2 - C9X20 WALE
2 - C9X
20 WALE
END TO BE 3" O.C. (TYP.)
EXCEPT FOR 2' ON EACH
USE 7/8" BOLTS @ 6" O.C.
BOLTED CONNECTIONS
PER MANUFACTURER. FOR
HEIGHT OR PROVIDE T-PILE
WELD 90° INTERLOCK FULL
WALE TENSION BOLTS
FIT BETWEEN SHEET PILE
CUT CORNER BRACING TO
CONNECTION
3/4" BOLTS - 6 PER 2 - C9X20
2 - C9X
20
PLATE - 7 13/16"X22"X3/4"
5/16TYP
(NOTE: SIMILAR FOR WEST END BRACE)
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
PS O
F E
NGIN
EE
RS
S-504
AN
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CT I
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E1SCALE: 3/4" = 1' 2'0 1' 4'S-101
F5
A1SCALE: 3/4" = 1' 2'0 1' 4'S-103
F7
E7
SCALE: 1 1/2" = 1' 1' 2'0 6"S-504
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E8
SCALE: 1 1/2" = 1' 1' 2'0 6"S-504
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DETAIL A - ANCHOR WALL AT WEST END DETAIL C - BRACING SECTION 1
DETAIL B - ANCHOR WALL AT EAST END
1S-504
CS-504
25'-0" (M
IN.)
4'-0"
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
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DE
SC
RIP
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N
1
A
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SU
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D B
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DA
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RA
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CH
EC
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D B
Y:
DR
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N B
Y:
ISS
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AT
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
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®of Engineers
US Army Corps
U.S.
AR
MY C
OR
PS O
F E
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RS
P
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FIL
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AM
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231 S. L
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MA
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NEW RETAINING WALL
NEW GALVANIZED STEEL STAIR W/ HANDRAILS ON EACH SIDE
RETURN NEW HANDRAIL TO MATCH EXISTING
EDGE OF EXISTING TUNNEL
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IN.)
SO
LICIT
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D B
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DR
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Y:
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UE D
AT
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
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...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SLAB AND RETAINING WALL LAYOUT
®of Engineers
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STRUCTURAL PLAN NEW CONCRETE
FE
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019
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TUNNEL WALL
SLAB TO FACE OF EXISTING
EXTEND EDGE OF NEW
NEW HANDRAIL
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IN.)
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LICIT
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:24:44 PM 2/12/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\STRUCTURAL PLAN NEW CONCRETE
®of Engineers
US Army Corps
U.S.
AR
MY C
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C1SCALE: 1/8" = 1' 0 8'4' 16'
MA
TC
HLIN
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S-1
03
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SS-102SS-102
STRUCTURAL PLAN NEW CONCRETE
FE
B 2
019
NEW RETAINING WALL
TUNNEL WALL
SLAB TO FACE OF EXISTING
EXTEND EDGE OF NEW
NEW HANDRAIL
NEW HANDRAIL
NEW CONCRETE SLAB
25'-0" (M
IN.)
4'-0"
18'-0"
SO
LICIT
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O.:
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SIG
NE
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1
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DR
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N B
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ISS
UE D
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E:
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:25:15 PM 2/12/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SLAB AND RETAINING WALL LAYOUT
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
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CT
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SS-103SS-103
STRUCTURAL PLAN NEW CONCRETE
FE
B 2
019
ASS-402
ASS-303
ASS-304
NEW HANDRAILS
HANDRAILS
NEW
NEW HANDRAILS
TUNNEL WALL
SLAB TO FACE OF EXISTING
EXTEND EDGE OF NEW
ASS-401
NEW CONCRETE SLAB
EXISTING HANDRAIL
CONCRETE
AND NEW
INTO EXISTING
12" EMBEDMENT
#5@12" O.C. MIN.
AND SLAB WITH
EXISTING WALL
DOWEL TO
STOOP IN KIND.
CONCRETE
REPLACE
HAND RAIL IN KIND
REMOVE AND REPLACE
EXPANSION JOINT
MINIMUM 12" EMBEDMENT (TYP.)
OUTSIDE FACE OF EXISTING TUNNEL WITH
#5@12" O.C. DOWELS LOCATED 12" FROM
70'-0"
1'-0"
25'-0" (MIN.)
1'-0"
1'-4"
SO
LICIT
ATIO
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O.:
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NE
D B
Y:
DE
SC
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D B
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UE D
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
INSID
E F
AC
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F S
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E F
AC
E O
F S
SP
1/4" PER FOOT
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:56:17 PM 2/12/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\TYPICAL CROSS SECTION NEW
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
PS O
F E
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A1TYPICAL CROSS SECTION - NEWSCALE: 1/4" = 1' 0 4' 8'2'
TOP OF SSP 582.5 TOP OF SSP 582.5
RIVERSIDE
CENTERLINE OF EXISTING WALE EL. 581.25±
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EL. 546.7
EL. 531.7 (EVERY THIRD PILE)
BOTTOM OF EXISTING SSP EL. 534.75
2 - C9X20 WALE
NEW PZ27 SHEET PILE ANCHOR WALL
LONG
EVERY 3RD PILE 50'
PILE 35' LONG.
EXISTING SHEET
WALL CAP
CONCRETE
EXISTING 12"
DUCK BANK TO REMAIN
EXISTING UTILITY
EXISTING MZ-38 SSP WALL, WALE AND ANCHORS TO REMAIN
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TOE STONE SEE CIVIL SHEETS
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2.5
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EL. 588.5
RODS
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ROW (TYP.) MIN. 12"
STAGGER WITH ADJACENT
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RIVERSIDE FACE
EL. 584.4± AT 25' FROM
LAKESIDE
1
2
BACKFILL
NEW CA-7
NEW CA-7 BACKFILL
WATERSTOP
HYDROPHILIC
1" SQUARE
TOP OF STONE 568.0 (MIN.)
EL. 534.5
WATERSTOP
HYDROPHILIC
1" SQUARE
TOP CONCRETE EL. 583.83
70'-0"
1'-0"
25'-0" (MIN.)
1'-0"
1'-4"
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LICIT
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DR
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ISS
UE D
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E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
TOP OF SSP EL. 582.5
BOTTOM OF EXISTING SSP EL. 534.75
CENTERLINE OF EXISTING WALE EL. 581.25±
(VARIES & VERIFY)
1/4" PER FOOT
INSID
E F
AC
E O
F S
SP
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E F
AC
E O
F S
SP
EL. 567.5 OR EL. 562.5
(SEE PLAN)
TOP OF SSP EL. 583.83
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:56:24 PM 2/12/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\PARKING LOT CROSS SECTION NEW
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
PS O
F E
NGIN
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P
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CA1 BACKFILL
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LINE BY CONTRACTOR
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SHEET PILE
NEW PZ27
RIVERSIDE LAKESIDE
GENERAL NOTES:
1. ANY SOIL EXCAVATED IN THE PARKING LOT FOR
INSTALLATION OF THE TIE RODS OR THE NEW SSP
ANCHOR WALL SHALL BE DISPOSED OF OFFSITE BY IAW
SPECIFICATIONS. THE TOP 12" OF THE PARKING SURFACE
SHALL BE REPLACED IN KIND.
DUCK BANK TO REMAIN
EXISTING UTILITY
NEW HANDRAIL
EL. 588.5
RIVERSIDE FACE
EL. 584.4± AT 25' FROM
RODS
EMBEDMENT. AVOID TIE
ROW (TYP.) MIN. 12"
STAGGER WITH ADJACENT
#6 DOWELS AT 24" O.C.
NEW HANDRAIL
WATERSTOP
HYDROPHILIC
1" SQUARE
NEW CA-7 BACKFILL
NEW CA-7 BACKFILL
EXISTING SSP ANCHORS AND WALE TO REMAIN
PARKING SURFACE
WATERSTOP
HYDROPHILIC
1" SQUARE
70'-0"
1'-0"
18'-0"±
10"
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
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NT
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CT N
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EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
UNDERSIDE OF NEW SLAB.AND SLOPE CONCRETE 1 TO 1 TO MEET CENTER HAUNCHES BETWEEN TIE RODS ON EXISTING TUNNEL FOOTING. @ 6'-0" O.C. TO CREATE 12"X12" BEARING PROVIDE FOUR CONCRETE HAUNCHES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:56:31 PM 2/12/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\EAST END CROSS SECTION SHOWING EXISTING SLAB
®of Engineers
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U.S.
AR
MY C
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FE
B 2
019
ASS-501
E.J.
TOP OF SSP 582.5 TOP OF SSP 582.5
LAKESIDERIVERSIDE
GENERAL NOTES:
CENTERLINE OF EXISTING WALE EL. 581.25±
(VARIES & VERIFY)
EL. 546.7
EL. 531.7 (EVERY THIRD PILE)
BOTTOM OF EXISTING SSP EL. 534.75
2 - C9X20 WALE
NEW PZ27 SHEET PILE ANCHOR WALL
LONG
EVERY 3RD PILE 50'
PILE 35' LONG.
EXISTING SHEET
WALL CAP
CONCRETE
EXISTING 12"
DUCK BANK TO REMAIN
EXISTING UTILITY
EXISTING MZ-38 SSP WALL, WALE AND ANCHORS TO REMAIN
BACKFILL
(SEE CIVIL
SHEETS)
TOE STONE SEE CIVIL SHEETS
1
2.5
1
2
NEW HANDRAIL
NEW CONCRETE SLAB
EL 587.67 (FIELD VERIFY
TO MATCH EXISTING) EL. 588.0
AND BOTTOM
#8@12" O.C. TOP
TOP OF STONE 568.0 (MIN.)
EL. 534.5
NEW CA-7 BACKFILL
STRUCTUREEXISTING TUNNEL
1. CONCRETE COVER SHALL BE 4" CLEAR FOR SLABS OVER 24"
THICK.
TO MATCH C2/SS-501 AND REINFORCING
CONCRETE SLAB
2'-0"
10"
1'-0"
18'-0"±
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
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TE
D B
Y:
DA
TE
CO
NT
RA
CT N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:56:38 PM 2/12/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\EAST END CROSS SECTION SHOWING NORTH BASIN WALL -
®of Engineers
US Army Corps
U.S.
AR
MY C
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FIL
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LIN
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BEAM POCKET
TOP OF SSP 582.5
RIVERSIDE
GENERAL NOTES:
EL. 546.7
EL. 531.7 (EVERY THIRD PILE)
NEW PZ27 SHEET PILE ANCHOR WALL
LONG
EVERY 3RD PILE 50'
PILE 35' LONG.
EXISTING SHEET
WALL CAP
CONCRETE
EXISTING 12"
DUCK BANK TO REMAIN
EXISTING UTILITY
STRUCTUREEXISTING TUNNEL
BACKFILL
(SEE CIVIL
SHEETS)
1
2.5
EL. 588.0
NEW CONCRETE SLAB
AND BOTTOM
#8@12" O.C. TOP
MASONRY VAULT
ABANDONED
REMOVE & REPLACE CHECKER PLATE
EXISTING NORTH BASIN WALL
1" GAP
EL. 534.5
LAKESIDE
TOE STONE SEE CIVIL SHEETS
TOP OF STONE 577.0 (MIN.)
1
2
1. CONCRETE COVER SHALL BE 4" CLEAR FOR SLABS OVER 24"
THICK.
6" MIN.1'-0"
1'-0"
1'-8"
1'-0"
SO
LICIT
ATIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
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D B
Y:
DA
TE
CO
NT
RA
CT N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:56:47 PM 2/12/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\WEST END ENLARGED PLAN VIEW
®of Engineers
US Army Corps
U.S.
AR
MY C
OR
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F E
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E7
SCALE: 3/8" = 1' 4'0 2' 8'SS-401
E1
B7
SCALE: 3/8" = 1' 4'0 2' 8'SS-401
C1
B1SCALE: 3/8" = 1' 4'0 2' 8'
DETAIL A
DETAIL B
PL
AN VIE
WP
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W
WE
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ND E
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WE
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WEST END ENLARGED PLAN VIEW
E9SCALE: 3/8" = 1' 4'0 2' 8'SS-402
D2 DETAIL B
BSS-401
NEW HANDRAIL
HANDRAIL
EXISTING
ASS-401
NEW METAL STAIR (SEE SPECIFICATIONS)
DOWN
DOWELS 12" FROM OUTSIDE FACE OF TUNNEL
EMBEDMENT INTO EXISTING. LOCATE
#5@12" O.C. DOWELS WITH MINIMUM 12"
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
EXISTING TUNNEL ROOF SLAB
EXPANSION JOINT
#5@12" O.C. EACH WAY EACH FACE
NEW SLAB
NEW HANDRAIL
EXISTING SLAB
(TYP.)
EMBEDMENT
MINIMUM 12"
#5@12" DOWELS
NEW FLOOR SLAB
EXISITNG TUNNEL
SLAB
NEW CONCRETE
EXISTING TUNNEL ROOF SLAB
EXPANSION JOINT
(TYP.)
EMBEDMENT
MINIMUM 12"
#5@12" DOWELS
NEW FLOOR SLAB
EXISITNG TUNNEL
SLAB
NEW CONCRETE
#5@12" O.C. EACH WAY EACH FACE
4'-0"
18'-0"
SO
LICIT
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N N
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DE
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DE
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1
A
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\EAST END ENLARGED PLAN VIEW
®of Engineers
US Army Corps
U.S.
AR
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CHIC
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A1SCALE: 3/8" = 1' 4'0 2' 8'
NORTHPLAN
EAST END ENLARGED VIEW PLAN
NEW HANDRAILS
BSS-401
ASS-304
ASS-305
EXPANSION JOINT
HANDRAIL IN KIND
REMOVE AND REPLACE
EXISTING HANDRAIL
RE-USE EXISTING GRATING
(TYP.)
TUNNEL WITH MINIMUM 12" EMBEDMENT
FROM OUTSIDE FACE OF EXISTING
#5@12" O.C. DOWELS LOCATED FROM 12"
NEW METAL STAIR (SEE SPECIFICATIONS)
ISOLATION JOINT ALIGN WITH CORNER OF "BELLY IN". THICKEN SLAB (12" WIDTH) TO MATCH DEPTH OF EXISTING SLAB.
1'-9"
1'-9"
1'-4"
1 1/2 "
3"
8"
6"
9"
SHEET PILE ALIGNMENTREQUIRED TO MATCH EXISTING SHALL BE SEGMENTED ONLY AS 0" TO 2" (MAX) ARMOR PLATE
25'-0" (MIN.)
1'-0"
1'-4"
3" CLEAR (TYP.)
3" CLEAR (TYP.)
1'-4" (MIN.)
SO
LICIT
ATIO
N N
O.:
DE
SIG
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D B
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DE
SC
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1
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SU
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D B
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DR
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N B
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ISS
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
TOP OF SSP
EL. 582.5 1/4" PER FOOT
1/4" PER FOOT TOP OF
CONCRETE
EL. 583.83
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:57:01 PM 2/12/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\TYPICAL CONCRETE CROSS SECTION AND REINFORCING
®of Engineers
US Army Corps
U.S.
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PS O
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TYPICAL CONCRETE CROSS SECTION
FA
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E2
SS-501
SS-501DETAIL A AT "BELLY OUT"
1
1
ASS-505
1/2"X12" PLATE
TOP OF SSP EL. 582.5±
TROWEL CONCRETE LEVEL W/ TOP OF SHEET PILE
EXISTING SHEET PILE
EXISTING WALE
BOTTOM ROWS (TYP.)
STAGGER MIDDLE ROW BETWEEN TOP &
5/8"ØX6" LONG HEADED STUDS @ 12" O.C.
CLHANDRAIL
TO FILL "BELLY OUTS" OF SHEET PILE
CONTINUOUSLY ON EXISTING WALE AND
CONCRETE BACKFILL TO BEAR
5/16
1/2" ARMOR PLATE WITH 6" RADIUS
GENERAL NOTES:
EL. 588.5
RIVERSIDE FACE
EL. 584.4± AT 25' FROM
RODS
EMBEDMENT. AVOID TIE
ROW (TYP.) MIN. 12"
STAGGER WITH ADJACENT
#6 DOWELS AT 24" O.C.
1. ANY SOIL EXCAVATED IN THE PARKING LOT FOR INSTALLATION OF THE TIE
RODS OR THE NEW SSP ANCHOR WALL SHALL BE DISPOSED OF OFFSITE BY
IAW SPECIFICATIONS. THE TOP 12" OF THE PARKING SURFACE SHALL BE
REPLACED IN KIND.
NEW HANDRAIL (TYP.)
#6@12" O.C.
#6@12" O.C.
#8@12" O.C.
#8@6" O.C.
WATERSTOP
HYDROPHILIC
CONTINUOUS
1" SQUARE
WATERSTOP
HYDROPHILIC
CONTINUOUS
1' SQUARE
TYPICAL HANDRAIL