114419_CHICAGO_LOCK_NORTH_PIER_CERTIFIED_FINAL_-_RTA__PLANS_2_of_4.pdf
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...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL
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WALL TO FACILITATE INSTALLATION OF THE NEW TIE RODS AND ANCHOR
PROVIDE TEMPORARY SHORING OF THE EXISTING RIVERSIDE SHEET PILE
CONTRACTOR MAY SUBMIT WORK SEQUENCING PROCEDURES THAT
ANY TUNNEL WALL OR TUNNEL SLAB DEMOLITION. ALTERNATELY, THE
INSTALLATION OF NEW TIE RODS AND ANCHOR WALL IS REQUIRED PRIOR TO 1.
NOTE:
SHEETS).
RELOCATIONS (SEE ELECTRICAL
WORK IN COORDINATION WITH UTILITY
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METHODS TO PREVENT UNDERMINING
UNDER EXISTING MANHOLES USING
INSTALL NEW TIE RODS AND SLEEVES
S-302
NEW TIE RODS (TYP.)
EXISTING RIVERSIDE SHEET PILE WALL
NEW SSP ANCHOR WALL
SSP TIP EL. 567.5
CUT SHEETPILE AND WALE AS REQUIRED TO MAINTAIN CLEARANCE.
3" MIN - 6" MAX TO CLEAR EXISTING BURIED BULKHEAD.
SSP T/P EL. 562.5
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31'-6"
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EXISTING RIVERSIDE SHEET PILE WALL
NEW SSP ANCHOR WALL
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1'-0"
2"
18'-0"±
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LAKESIDE
RIVERSIDE
GENERAL NOTES:
EL. 546.7
EL. 531.7 (EVERY THIRD PILE)
BOTTOM OF EXISTING SSP EL. 534.75
LONG
EVERY 3RD PILE 50'
PILE 35' LONG.
EXISTING SHEET
WALL CAP
CONCRETE
EXISTING 12"
DUCT BANK TO REMAIN
EXISTING UTILITY
STRUCTURE
EXISTING TUNNEL EXISTING HANDRAIL
BACKFILL
(SEE CIVIL
SHEETS)
EL. 534.5
DWGS)
HAUNCHES (SEE REF.
CONCRETE SLAB
SLAB 12"-15" AND
EXISTING CONCRETE
(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
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
WALL
ANCHOR
SHEET PILE
NEW PZ27
CENTERLINE OF EXISTING
WALE EL. 581.25±
(VARIES & VERIFY)
ANCHORS TO REMAIN
WALL, WALE AND
EXISTING MZ-38 SSP
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 TO PREVENT SETTLEMENT OF THE DUCT BANK. ALTERNATELY
CONTRACTOR MAY REMOVE & REPLACE EXISTING DUCT BANK IN KIND AND
COORDINATE WITH ANY UTILITY RELOCATIONS. TIE RODS SHALL NOT BE JACKED THRU
SOIL TO PREVENT DAMAGE TO COATING. PIPE SLEEVE ON LAKESIDE IS REQUIRED. A
MAXIMUM OF ONE TIE ROD COUPLER SHALL BE USED PER TIE ROD AND SHALL BE
LOCATED WITHIN THE EXISTING TUNNEL STRUCTURE.
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.
7. IF NECESSARY TO INSTALL TIE RODS THROUGH SLEEVES AND EXISITNG CONCRETE
WALLS, CONTRACTOR MAY CUT A 3"Ø HOLE IN THE LAKESIDE ANCHOR WALL TO PASS
TIE ROD THROUGH. HOLES SHALL BE COVERED WITH A 3/8" THICK 4"Ø PLATE AND
WELDED ALL AROUND.
CONCRETE WALLS (TYP.)
6" HOLE THRU EXISTING
CENTER NEW TIE RODS IN NEW
TIE RODS U.N.O.
BETWEEN EXISTING RIVERSIDE
AT 6'-0" O.C. CENTERED
NEW #14 ALL THREAD TIE RODS
(TYP.)
NEW 6"Ø HOLE THRU TUNNEL WALL
2 - C9X20 WALE
SLEEVE
AT BOTTOM OF PVC
SO THAT TIE ROD IS
PIPE SLEEVE LOCATED
SCHEDULE 80 PVC
8.625" O.D. ASTM D1785
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BOTTOM OF EXISTING SSP EL. 534.75
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U.N.O.(SEE PLAN)
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SIDE ONLY. LOCATE SO THAT TIE
OVER TIE ROD ON PARKING LOT
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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
TIE RODS U.N.O.
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AT 6'-0" O.C. CENTERED
NEW #14 ALL THREAD TIE RODS
(TYP.)
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/2 F
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24" (MIN)
"Ø D
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(VARIES & VERIFY)
WALE EL. 581.25±
CENTERLINE OF EXISTING
WALL
ANCHOR
SHEET PILE
NEW PZ27
2 - C9X20 WALE
C OF EXISTING WALEL
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CENTERLINE OF EXISTING WALE EL. 581.25
TOP OF SSP 582.5
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EXISTING SSP
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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
REMOVE EXISTING REINFORCED CONCRETE SLAB (SEE REF. DWGS)
NEW 8.625" PVC PIPE SLEEVE
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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TIE ROD INSTALLATION DETAILS
SCALE: 3/4" = 1' 2'0 1' 4'S-501
A1
SCALE: 3/4" = 1' 2'0 1' 4'S-501
3 TIE ROD CONNECTION AT SSP ANCHOR WALL
TIE ROD CONNECTION - RIVERSIDE
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POLYURETHANE GROUTPOLYURETHANE GROUT
TOP OF SSP 582.5
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)
2.5
NEW 8.625" OD PVC PIPE SLEEVE
2 1/2 "
3" (TYP.)
/2
/4
/4
1'-9"
6'-0" O.C.
6"
12" (TYP.)
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LOCATIONS TO MATCH EXISTING LAKESIDE SSP WALL
TYP
5/16
®of Engineers
US Army Corps
U .S
A R
M Y C
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SCALE: 1 1/2" = 1' 1' 2'0 6"A4
D1
TIE ROD CONNECTION DETAIL
SSP/WALE TENSION BOLTWALE SPACER DETAILWALE SPLICE DETAIL
WALE SPLICE DETAIL
NEW SSP ANCHOR WALL PLAN
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TYP
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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"X8"X1/2" PLATE WASHER
(2) - C9X20 WALES
7"X12"X1" PLATE (TYP.)
INTERLOCK SPACING (TYP.)
WALL SPACER @ 3'-0" O.C. TO MATCH
3"X8"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
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
WALL (TYP.)
OTHER INTERLOCK ALONG
CONNECTION) AT EVERY
1 1/8"Ø A307 BOLTS (2 PER
1 1/8"Ø A325 BOLT (2/ CONNECTION)
(2) C9
TO REMAIN
STEEL COLUMN
10" EXISTING
EXPANSION JOINT FILLER
3/8 "
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1/2"Ø (MIN.) BACKER
JOINT SEALANT OVER
3/8 " RECESS
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NEW CONCRETE
2" CL
12"±
4" CL
2'-0"±
(NO DOWELS)
EXPANSION JOINT
#6@12" O.C. EACH WAY EACH FACE
REMOVED STAIR
1'-4"
1'-0"
EXISTING CONCRETE LANDING
1'-6"±
NEW SUPPORT WALL
NEW TIE ROD TO MATCH
EXISTING WALE ON
RIVERSIDE SHEET PILE WALL
LC
DWGS)
REMAIN (SEE REF.
8'-2 1/8" C/C TO
EXISTING TIE RODS AT
INTERFERENCE
NEEDED TO PREVENT
LOCATIONS AS
AND TUNNEL HOLE
ROD LOCATIONS ±1'
AND ADJUST NEW TIE
TIE ROD LOCATIONS
SURVEY EXISTING
EXPANSION CAP
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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.
DETAIL B
EXPANSION JOINT FILLER
SIDE @ 12" O.C.
DOWEL GREASED THIS
COATED SMOOTH
1.5"Ø X 18" LONG EPOXY
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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SCALE: 1" = 1' 0 1' 2'6"S-301
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SCALE: 1/2" = 1' 0 2' 4'1'SS-402
C4
A6
DETAIL B
SCALE: 1" = 1" 0 1" 2"1/2"SS-101
C3
A1
EXPANSION JOINT DETAIL
SCALE: 3" = 1' 6"0 3" 1'
D E
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W P -1
-B -0
W P -1
-C -0
X
X
COVER REMOVED CONCRETE COLUMN.
*NOTE: WIDTH TO EXTEND FROM SAWCUT AND
BOTTOM OF PVC PIPE (TYP.)
SLEEVE SUCH THAT TIE ROD IS AT
D1785 PVC PIPE SLEEVE. LOCATE
NEW 8.625" OD SCHEDULE 80 ASTM
PIPE SLEEVE CENTERED AROUND NEW TIE ROD
NEW 3.5" OD SCHEDULE 80 ASTM D1785 PVC
EXISTING TIMBERS
EL. 583.2±
EL. 580.7±
EXISTING MP-II5 SHEET PILE
TOP OF SSP EL. 581.7± CLOSURE
EXISTING SHEET PILE TO PROVIDE
CONCRETE TO EXTEND TO FACE OF
INTO EXISTING CONCRETE. NEW
#5@12" OC DOWELS EMBEDDED 8"
TO EXISTING CONCRETE USING
CONCRETE DOWELED ON ALL SIDES
INSTALLATION. REPLACE WITH NEW
SHEET PILE FOR NEW TIE ROD
EXISTING CONCRETE, TIMBERS, AND
SAWCUT 1' WIDE TRENCH THROUGH
EXISTING C6 WALE
CONCRETE
EXISTING
CONCRETE
NEW TIE RODS, DO NOT CUT OR DAMAGE EXISTING C6 WALE OR TIE RODS
SAWCUT EXISTING CONCRETE, TIMBERS, AND SHEET PILE 3" BELOW CENTERLINE OF
GROUT 8" MIN. LENGTH
PACK WITH POLYURETHANE
TOP OF NEW SLAB EL. 583.83' (VARIES)
TOP OF EXISTING SLAB EL. 582.5' (VARIES)
EL. 587.6'±
3" (MAX)
1" (MIN)
31'-6"
30'-0"
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.)
30'-0"
31'-6"
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THRU PLATE
TO PASS TIE ROD
LONG SLOTTED HOLE
PROVIDE 2-1/2"X6"
C
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C9X20
WALL/BULKHEAD
CONCRETE DOCK
EXISTING
PROVIDE "SOCKET" FOR FUTURE CONNECTION
R E
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GAP TO EXISTING
MAINTAIN 3" MAX
REQUIRED TO
MANUFACTURER AS
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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 - C 9X
20 W A
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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 - C 9X
PLATE - 7 13/16"X22"X3/4"
5/16
TYP
(NOTE: SIMILAR FOR WEST END BRACE)
®of Engineers
US Army Corps
U .S
A R
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DETAIL B - ANCHOR WALL AT EAST END
W P -1
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EDGE OF CONCRETE TUNNEL
SAWCUT 4" MIN.
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CONCRETE
EDGE OF
CROSS SECTIONS)
EXISTING TUNNEL (SEE
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SECTIONS)
SLAB (SEE CROSS
REMOVE EXISTING
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DEMOLITION PLAN
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T R
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CHICAGO LOCK FACILITY MANAGER.
SURVEY MONUMENTS AND PROVIDE THEM TO THE
CONTRACTOR SHALL SALVAGE ALL EMBEDED 2.
BE SUBMITTED IAW SECTION 02 41 00, DEMOLITION.
SHORING PLANS, AND DESIGN CALCULATIONS SHALL
WALLS. CONSTRUCTION SEQUENCING, TEMPORARY
INSTALLATION OF THE NEW TIE RODS AND ANCHOR
RIVERSIDE SHEET PILE WALL TO FACILITATE
PROVIDE TEMPORARY SHORING OF THE EXISTING
MAY SUBMIT WORK SEQUENCING PROCEDURES THAT
RIVERSIDE WALL. ALTERNATELY, THE CONTRACTOR
CONNECTED TO NEW ANCHOR WALL AND EXISTING
INSTALLED THROUGH THE TUNNEL WALLS AND
SHALL BE DEMOLISHED UNTIL NEW TIE RODS ARE
NO PORTION OF TUNNEL WALLS OR TUNNEL SLABS 1.
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T R
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EDGE OF CONCRETE TUNNEL
EDGE OF CONCRETE TUNNEL
REMOVE PORTION OF EXISTING TUNNEL (SEE CROSS SECTIONS)
REMOVE EXISTING SLAB
SECTIONS)
SLAB (SEE CROSS
REMOVE EXISTING
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DWGS)
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CENTERLINE OF EXISTING WALE EL. 581.25±
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STABILITY OF TUNNEL WALLS AND STRUCTURE PRIOR TO PLACEMENT OF NEW SLAB
EXISTING TUNNEL STRUCTURE. PROVIDE TEMPORARY SHORING AS REQUIRED TO MAINTAIN
EXISTING UTILITY DUCK BANK
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AND SHALL EXTEND THROUGH FULL DEPTH OF NEW CONCRETE.
EXPANSION JOINTS SHALL BE CONTINUOUS THROUGH THE RETAINING WALL 2.
TUNNEL JOINTS AND SHALL BE SPACED AT 18'-0" MAX O.C.
EXPANSION JOINTS SHALL BE ADJUSTED TO ALIGN WITH ANY EXISTING 1.
W P -1
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RELOCATIONS (SEE ELECTRICAL
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NEW CAST STEEL BOLLARD (TYP)
TUNNEL WALL
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NEW
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NEW CAST STEEL BOLLARD (TYP)
NEW HANDRAILS
A
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EXISTING HANDRAIL
HAND RAIL IN KIND
REMOVE AND REPLACE
MINIMUM 12" EMBEDMENT (TYP.)
OUTSIDE FACE OF EXISTING TUNNEL WITH
#5@12" O.C. DOWELS LOCATED 12" FROM
A
SS-303
EXPANSION JOINT
SLAB
CONCRETE
NEW
HANDRAILS
NEW
NEW HANDRAILS
TUNNEL WALL
SLAB TO FACE OF EXISTING
EXTEND EDGE OF NEW
ABANDONED STAIR
CLOSE OFF
OF HANDRAIL TO
ADD NEW SECTION
IN SLAB
EACH WAY CENTERED
LAYER OF #6@12" O.C.
REINFORCE WITH ONE
(NO DOWELS).
PROVIDE EJ ALL SIDES
SLAB OVER 4" CA7.
NEW 8" CONCRETE
NEW GRATING
25'-0" (MIN.)
1'-0"
1'-4"
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SCALE: 1/4" = 1' 0 4' 8'2'
M A
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W P -1
-C -0
X
X
W P -1
-B -0
TOP OF SSP 582.5 TOP OF SSP 582.5
RIVERSIDE
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"
EXISTING MZ-38 SSP WALL, WALE AND ANCHORS TO REMAIN
BACKFILL
(SEE CIVIL
SHEETS)
TOE STONE SEE CIVIL SHEETS
NEW HANDRAIL
EL. 588.5
RODS
EMBEDMENT. AVOID TIE
ROW (TYP.) MIN. 12"
STAGGER WITH ADJACENT
#6 DOWELS AT 24" O.C.
RIVERSIDE FACE
EL. 584.4± AT 25' FROM
LAKESIDE
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
DUCT BANK
25'-0" (MIN.)
1'-0"
1'-4"
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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
IN
S
ID
E F
A C
E O
F S
S P
IN
S
ID
E F
A C
E O
F S
S P
EL. 567.5 OR EL. 562.5
(SEE PLAN)
TOP OF SSP EL. 583.83
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LINE BY CONTRACTOR
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TOP OF SSP 582.5
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STAGGER WITH ADJACENT
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NEW CA-7 BACKFILL
NEW CA-7 BACKFILL
EXISTING SSP ANCHORS AND WALE TO REMAIN
PARKING SURFACE
WATERSTOP
HYDROPHILIC
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DUCT BANK
18'-0"±
10"
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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
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SCALE: 1/4" = 1' 0 4' 8'2' SS-303
M A
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X
X
W P -1
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A
SS-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"
DUCT BANK TO REMAIN
EXISTING UTILITY
EXISTING MZ-38 SSP WALL, WALE AND ANCHORS TO REMAIN
BACKFILL
(SEE CIVIL
SHEETS)
TOE STONE SEE CIVIL SHEETS
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
STRUCTURE
EXISTING TUNNEL
1. CONCRETE COVER SHALL BE 4" CLEAR FOR SLABS OVER 24"
THICK.
TO MATCH C2/SS-501
AND REINFORCING
CONCRETE SLAB
18" DOWEL
TOP OF CONC. 583.83
MINIMUM EMBEDMENT
WITH ADJACENT ROW (TYP.) 12"
#6 DOWELS @24" O.C. STAGGER
2'-0"
10"
1'-0"
18'-0"±
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SCALE: 1/4" = 1' 0 4' 8'2'
M A
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W P -1
-C -0
X
X
W P -1
-B -0
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"
DUCT BANK TO REMAIN
EXISTING UTILITY
STRUCTURE
EXISTING TUNNEL
BACKFILL
(SEE CIVIL
SHEETS)
EL. 588.0
NEW CONCRETE SLAB
AND BOTTOM
#8@12" O.C. TOP
MASONRY VAULT
ABANDONED
EXISTING NORTH BASIN WALL
1" GAP
EL. 534.5
LAKESIDE
TOE STONE SEE CIVIL SHEETS
TOP OF STONE 577.0 (MIN.)
1. CONCRETE COVER SHALL BE 4" CLEAR FOR SLABS OVER 24"
THICK.
MINIMUM EMBEDMENT
WITH ADJACENT ROW (TYP.) 12"
#6 DOWELS @24" O.C. STAGGER
REMOVE & REPLACE WITH NEW CHECKER PLATE
6" MIN.1'-0"
1'-4"
1'-0"
1'-0"
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D2
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SCALE: 3/8" = 1' 4'0 2' 8'SS-401
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SCALE: 3/8" = 1' 4'0 2' 8'
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SCALE: 3/8" = 1' 4'0 2' 8'SS-401
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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
EXPANSION JOINT
(TYP.)
EMBEDMENT
MINIMUM 12"
#5@12" DOWELS
NEW FLOOR SLAB
EXISITNG TUNNEL
SLAB
NEW CONCRETE
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3'X3' #5@12" O.C. TO NEW TUNNEL ROOF
NEW TUNNEL ROOF SLAB
FROM OUTSIDE FACE OF TUNNEL (TYP.)
EMBEDMENT INTO EXISTING. LOCATE DOWELS 12"
#5@12" O.C. DOWELS WITH MINIMUM 12"
FROM OUTSIDE FACE OF TUNNEL (TYP.)
EMBEDMENT INTO EXISTING. LOCATE DOWELS 12"
#5@12" O.C. DOWELS WITH MINIMUM 12"
SPECIFICATIONS)
NEW METAL STAIR (SEE
E.J. (NO DOWELS)
DEPTH OF EXISTING CONCRETE
THICKEN SLAB TO MATCH
GRAVEL
18'-0"
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SCALE: 3/8" = 1' 4'0 2' 8'
NORTH
PLAN
EAST END ENLARGED VIEW PLAN
M A
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W P -1
-C -0
X
X
W P -1
-B -0
NEW HANDRAILS
A
SS-304
C
SS-401
A
SS-305
HANDRAIL IN KIND
REMOVE AND REPLACE
EXISTING HANDRAIL
(TYP.)
TUNNEL WITH MINIMUM 12" EMBEDMENT
FROM OUTSIDE FACE OF EXISTING
#5@12" O.C. DOWELS LOCATED FROM 12"
NEW METAL STAIR (SEE SPECIFICATIONS)
"BELLY IN". THICKEN SLAB (12" WIDTH) TO MATCH DEPTH OF EXISTING SLAB.
EXPANSION JOINT (NO DOWELS THIS JOINT ONLY) . ALIGN WITH CORNER OF
EXPANSION JOINT
24" MIN. EMBEDMENT (8 TOTAL)
NEW WALL BELOW STAIR LANDING
#6@12" DOWELS X 4'-0" LONG FOR
D S-503
ABANDONED STAIR
HANDRAIL TO CLOSE OFF
ADD NEW SECTION OF
CENTERED IN SLAB
#6@12" O.C. EACH WAY
REINFORCED WITH
(NO DOWELS).
PROVIDE E.J. ALL SIDES
SLAB OVER CA7.
NEW 8" CONCRETE
NEW GRATING
1'-9"
1'-9"
1'-4"
1 1/2 "
3"
8"
6"
9"
SHEET PILE ALIGNMENT
REQUIRED TO MATCH EXISTING
SHALL BE SEGMENTED ONLY AS
0" TO 2" (MAX) ARMOR PLATE
25'-0" (MIN.)
1'-0"
1'-4"
3" CLEAR (TYP.)
1'-4" (MIN.)
3" CLEAR (TYP.)
2'-3"
3 1/2 "
1'-8"
3 1/2 "
2'-3"
3 1/2 "
1'-8"
3 1/2 "
3 3/4 "
1'-3"
1'-10" 3"
1'-0"Ø
4"Ø
1 1/2 "
6"
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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
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SCALE: 3/4" = 1' 2'0 1' 4'
TYPICAL CONCRETE CROSS SECTION
F A
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II
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A6
SCALE: 1 1/2" = 1' 1' 2'0 6"SS-505
E2
SS-501
DETAIL A AT "BELLY OUT"
M A
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A1
SCALE: 1" = 1' 0 1' 2'6"
BOLLARD PLAN
PLAN VIEW
SIDE VIEW FRONT VIEW
A4
SCALE: NTS
NE GATE HANDRAILS (TYP)
EXISTING CHICAGO LOCK
W P -1
-C -0
X
X
W P -1
-B -0
A
SS-501
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
1/2" ARMOR PLATE WITH 6" RADIUS
5/16
ANCHOR BOLT EMBEDMENT
BOLLARDS AS REQUIRED FOR
THICKEN CONCRETE AT
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.
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
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.
2. BOLLARD SHALL BE SINGLE BITT CAST STEEL ASTM A27 GRADE 70/36 AND
SHALL HAVE A SAFE WORKING LOAD OF 30 TONS. BOLLARD ANCHOR BOLT
EMBEDMENT SHALL BE AS PER THE MANUFACTURER BUT NOT LESS THAN
18". ANCHOR BOLTS SHALL BE ASTM F1554, GRADE 105. ANCHOR BOLTS
SHALL BE BENT AS REQUIRED TO AVOID ARMOR PLATE AND ACHIEVE
REQUIRED EMBEDMENT.
3. BOLLARDS BE SHOP PAINTED WITH A SAFETY YELLOW COLOR TO MATCH
EXISTING YELLOW COLOR AT THE CHICAGO LOCK FACILITY. TOP COAT
SHALL BE A TWO-PART HIGH PERFORMANCE MARINE EPOXY SUITABLE FOR
IMMERSION AND MARINE ENVIRONMENTS APPLIED PER MANUFACTURER
RECOMMENDATIONS. MOISTURE CONDENSATION RESISTANCE IAW ASTM
D4585, RATING 10 PER ASTM D610 FOR RUSTING, AND RATING 10 PER ASTM
D714 FOR BLISTERING. DIRECT IMPACT RESISTANCE SHALL BE 10 IN-LBS
PER ASTM D2794. ABRASION RESISTANCE PER ASTM D4060 CS17 WHEEL,
1000 CYCLES, 1 KG LOAD SHALL NOT EXCEED 65 MG LOSS. CAST STEEL
BOLLARDS SHALL BE PRIMED IAW MANUFACTURER RECOMMENDATIONS
WITH A TWO PART MARINE EPOXY MASTIC FORMULATED TO PROVIDE A
HIGH PERFORMANCE SYSTEM OVER MARGINALLY PREPARED STEEL
SURFACES. PRIMER SHALL HAVE A MINIMUM VOLUME OF 80% SOLIDS
AFTER MIXING IAW ASTM D5201. PRIMER SHALL HAVE A WATER
RESISTANCE RATING OF 10 PER ASTM D610 FOR RUSTING AND A RATING OF
10 PER ASTM D714 FOR BLISTERING WHEN TESTED IAW ASTM D1735 FOR
2000 HOURS.
4. NEW HANDRAILS SHALL BE IAW SPECIFICATIONS AND SHALL BE OF THE
TYPE SHOWN IN THE PHOTOGRAPH AND EXISTING AT THE CHICAGO LOCK
FACILITY AT THE NE GATE RECESS.
P
P@45°
TOP OF DECK
PIER EDGE
FH
S
E W
E R L
IN
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SHEET KEYNOTES
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SCALE: 3/32" = 1'
NORTH
PLAN
0 8' 32'16'
ELECTRICAL SITE PLAN - DEMOLITION
M A
T C
H L
IN
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D -1
W P -1
-C -0
X
X
W P -1
-B -0
MATERIALS TO MAXIMUM EXTENT AT THE SPECIFIED LOCATIONS.
IDENTIFICATION SURVEY. ABATE/REMOVE ASBESTOS-CONTAINING
OS-CONTAINING MATERIALS IDENTIFIEDAS HA61 AND HA64 IN THE
ABSESTOS-CONTAINING MATERIAL IDENTIFICATION SURVEY. ABATE ASBEST
SEE SECTION 02 82 00 ASBESTOS REMEDIATION AND CHICAGO LOCK 7.
LIGHT POLE (EXISTING). RE-ROUTE CABLE AND CONDUIT BACK TO SOURCE.6.
OUTLET INCLUDING CABLE AND CONDUIT BACK TO SOURCE.
RECEPTACLE OUTLET. DISCONNECT AND REMOVE EXISTING RECEPTACLE 5.
SOURCE.
CAMERA TOWER (EXISTING). RE-ROUTE CABLE AND CONDUIT BACK TO 4.
FIXTURES INCLUDING CABLE AND CONDUIT BACK TO SOURCE.
LIGHTING BRANCH CIRCUIT. DISCONNECT AND REMOVE EXISTING LIGHT 3.
CABLE AND CONDUIT BACK TO SOURCE.
ABANDONED UTILITY (FLEX CONDUIT). DISCONNECT AND REMOVE INCLUDING 2.
CONDUIT BACK TO SOURCE.
ABANDONED CONDUIT. DISCONNECT AND REMOVE INCLUDING CABLE AND 1.
M A
Y
ENTRANCE
TUNNEL
6 6
HH
MH
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B1
SCALE: 3/32" = 1'
NORTH
PLAN
0 8' 32'16'
ELECTRICAL SITE PLAN - DEMOLITION
F A
Y E L
E F F
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M A
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D -1
M A
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W P -1
-C -0
X
X
W P -1
-B -0
7NEW CABLE AND CONDUIT BACK TO SOURCE.
POLE APPROX 10FT NORTH AND MOUNT ONTO RETAINING WALL. PROVIDE
LIGHT POLE (EXISTING). DISCONNECT AND RELOCATE EXISTING LIGHT 16.
ALIGN AND CONNECT NEW DUCT-BANK TO EXISTING DUCT-BANK.15.
DISCONNECT AND REMOVE EXISTING HAND HOLES.14.
WITH COMED PRIOR TO REMOVAL.
DISCONNECT AND REMOVE EXISTING COMED DUCT-BANK. COORDINATE 13.
WITH COMED PRIOR TO REMOVAL.
DISCONNECT AND REMOVE EXISTING COMED MANHOLE. COORDINATE 12.
EXISTING (2) 500 KCMIL GROUND CABLES.
EXISTING (2) 500 KCMIL GROUND CABLES. DISCONNECT AND REMOVE 11.
LINE REQUIREMENTS.
COORDINATE WITH TELECOM COMPANY (AT&T) FOR NEW DATA/VOICE
OPTIC CABLE (AT&T) AND ROUTE NEW IN EXISTING DUCT-BANK.
CONDUIT INCLUDING CABLE BACK TO SOURCE. REMOVE TELECOM FIBER
EXISTING (4) 5" CONDUIT. DISCONNECT AND REMOVE EXISTING (4) 5" 10.
AND CONTROLS.
FOR ROUTING OF TEMPORARY ELECTRICAL SERVICE AND GATE POWER
EXISTING (2) 5" UTILITY CONDUIT. REUSE EXISTING ABANDONED CONDUIT 9.
CONTROLS AND ROUTE IN EXISTING DUCT BANK.
AND CONDUIT BACK TO SOURCE. PROVIDE NEW POWER AND GATE
REMOVE EXISTING LIGHT POLE AND GATE CONTROLS INCLUDING CABLE
LIGHT POLE & GATE CONTROLS (ABOVE TUNNEL). DISCONNECT AND 8.
POLE INCLUDING CABLE AND CONDUIT BACK TO SOURCE.
LIGHT POLE (ABOVE TUNNEL). DISCONNECT AND REMOVE EXISTING LIGHT 7.
DATA/VOICE LINE REQUIREMENTS.
DUCT-BANK. COORDINATE WITH TELECOM COMPANY (AT&T) FOR NEW
DISCONNECT AND REMOVE. PROVIDE NEW AND ROUTE IN EXISTING
EXISTING (2) TELECOM…
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