W912P619B0007-AMD002_19_July_PLANS_CIVIL.pdf
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THIS FILE CONTAINS THE REVISED PLANS; RE: CIVIL - AMENDMENT NO. 0002
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DIRECTION OF CUT
DETAIL IS SHOWN
SHEET WHERE
SECTION IS SHOWN
SHEET WHERE
OF DETAIL
GRID LETTER/NUMBER
SECTION
GRID LETTER/NUMBER OF
GRID LETTER/NUMBER
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SHEET ID
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LEGEND
STORM MANHOLE
WATER MANHOLE
FENCE
WORK LIMITS
STANDARD ABBREVIATIONS
MONITORING WELL
WATER VALVE VAULT
FIRE HYDRANT
CATCH BASIN
WATER LEVEL
ELECTRIC HANDHOLE
GUY WIRE
WORK POINTWP
WORK LIMITWL
WELL POINTSWLP
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP.
STEEL SHEET PILESSP
REINFORCED CONCRETE PIPERCP
PIPE SLOPES
OCEAN SURVEYS, INC.OSI
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
MONITORING WELLMW
MINIMUMMIN
MANHOLEMH
LOCAL CONTROL PANELLCP
ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT
HORIZONTALH
HIGH WATER ELEVATIONHWL
GRATED MANHOLEG.M.H.
GRATE DRAING.D.
GRADE AT FOUNDATIONGF
FIRE HYDRANTFH
FINISH FLOORFF
EXTRACTION WELLEN
EXPANSION JOINTEJ
ELEVATIONELEV
ELECTRICAL MAN HOLEEMH
ELECTRICAL HAND HOLEEHH
DUCTILE IRON PIPED.I.P.
DIGITAL TERRAIN MODELDTM
DIAMETER AT BREAST HEIGHTDBH
DIAMETERDIA.
CORRUGATED METAL PIPECMP
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CONSTRUCTION JOINTCJ
CENTERLINECL
CATCH BASINCB
ARMY CORPS OF ENGINEERSACOE
TREE
TELEPHONE LINE
LINE STYLES
SYMBOLS
WATER DOMESTIC MAIN
STORM DRAIN
EDGE OF WATER
-10 DESIGN CONTOUR
EXISTING CONTOUR-11
H
W
ELECTRICAL MANHOLE UTILITY POLE
CB
CATCH BASIN ROUND
X-###
X#
DETAIL INDICATOR
X-###
X#
X# SCALE:
DRAWING AREA TITLE
TRIANGULATION POINT
SECTION INICATOR
D
W
E
MW
CB
W.L. AT '( )
ELECTRICAL PRIMARY
ELECTRICAL SECONDARY
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DRAWING AREA TITLE INDICATOR
GAS LINE
CONDUITS
ACCESS ROAD
CONCRETE
A N
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GENERAL NOTES
SANITARY FORCE MAIN
WATER MAIN
W P -1
-B -0
W P -1
-C -0
X
X
TELECOMFIBER OPTIC
MISC (AS NOTED)
LIGHT FIXTURE
WATER (PUBLIC MAIN)
R A
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CUTOFF WALL AND CONCRETE WALL CAP.
TEMPORARY OPENINGS REQUIRED FOR THE INSTALLATION OF TIE RODS THROUGH THE EXISTING SSP
THE CONTRACTOR WILL BE REQUIRED TO MINIMIZE LAKE WATER LEAKAGE THROUGH ANY
TIMES INCLUDING DURING THE INSTALLATION OF OPENINGS AND TIE RODS IN THE CUTOFF WALL.
REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE EXISTING SSP CUTOFF WALL AT ALL
WORK CONSIDERING CURRENT AND HISTORICAL LAKE AND RIVER LEVELS. CONTRACTOR WILL BE
20. THE CONTRACTOR WILL BE RESPONSIBLE FOR DEWATERING AS REQUIRED TO ACCOMPLISH THE
THAT ALL EQUIPMENT BE TIED DOWN AND ALL PERSONAL EVACUATE THE RIVER.
NORTH PIER REPAIR WORK ON THE RIVER SIDE. IT IS ADVISED THAT PRIOR TO ANY BACKFLOW EVENT
DURING ANY BACKFLOW EVENT THERE IS CONSIDERABLE TURBULENCE IN THE VICINITY OF THE
THE RIVER HAS THE POTENTIAL TO RISE TO APPROXIMATELY 5.0 CCD DURING A BACKFLOW EVENT.
ALSO OPENED FOR ADDITIONAL BACKFLOW CAPACITY. WITH THE LAKE AT NEAR RECORD STAGES
MAY COMMENCE BY OPENING THE SLUICE GATES, AND IN SOME INSTANCES THE LOCK GATES ARE
STORM EVENT AND IN SOME INSTANCES (APPROX ONCE EVERY 3 YEARS) BACKFLOW TO THE LAKE
PRIOR TO A FORECASTED STORM. THE ELEVATION IN THE RIVER AT THE LOCK RISES DURING A
19. THE CHICAGO RIVER AT THE LOCK IS MAINTAINED AT -2.0 CCD BUT CAN BE DRAWN DOWN TO -3.0 CCD
FEBRUARY.
DURING A NORMAL YEAR, LAKE LEVELS ARE AT THE HIGHEST IN JULY AND ARE ONE FOOT LOWER IN
EXTREME CONDITIONS IT MAY FLUCTUATE 1 FOOT BOTH ABOVE AND BELOW THE DAILY MEAN.
THE LEVEL TYPICALLY FLUCTUATES 0.5 FT ABOVE AND 0.5 FT BELOW THE DAILY MEAN, AND DURING
MICHIGAN LEVEL AT THE CHICAGO LOCK FOR JULY 1 2019 WAS 3.42 (CCD). DURING ANY GIVEN DAY
THIS IS A DAILY MEAN RECORD TAKEN FROM A NETWORK OF GAGES. THE DAILY MEAN LAKE
18. THE HISTORIC HIGH LAKE MICHIGAN LEVEL WAS 582.35 (IGLD 1985) , OR 3.69 (CCD) RECORDED IN 1986.
RESCHEDULED.
SHOULD A RAINFALL EVENT POSE RISK OF A BACKFLOW OCCURRING, THEN UTILITY OUTAGES WILL BE
STAFF DURING SEWER AND WATER OUTAGES. AT THE DISCRETION OF THE LOCK MASTER AND COR, CONTRACTOR MUST SUPPLY PORTABLE WATER AND PORTABLE TOILETS FOR THE CHICAGO LOCK
OUTSIDE THE CDOT BRIDGE LIFT SEASON. UTILITY OUTAGES SHALL NOT EXCEED 48 HOURS. THE
NOTICE PRIOR TO ANY OUTAGE. ALL OUTAGES MUST OCCUR BETWEEN NOVEMBER AND APRIL
OUTAGES WITH THE CHICAGO LOCK LOCKMASTER, MWRD AND COR. PROVIDE A ONE (1) WEEK
17. DURING UTILITIES RELOCATION FROM THE TUNNEL THE CONTRACTOR MUST COORDINATE ALL UTILITY
CABLES SHALL NOT BE ALLOWED.
16. INSTALL CABLES AND WIRING IN ONE CONTINUOUS RUN FROM SOURCE TO LOAD. SPLICING OF
AND PEDESTRIAN TRAFFIC FOR LOCK OPERATORS AND MWRD EMPLOYEES.
15. DURING CONSTRUCTION, 10 FT WIDE ACCESS ROAD SHALL BE PROVIDED FOR EMERGENCY VEHICLES
TOP WILL BE REMOVED.
TUNNEL DEMOLITION. GROUTING OF THE WOODEN CRIB WILL BE COMPLETED BEFORE THE TUNNEL
ALLOWED WITH PRIOR ACCEPTANCE. UTILITY RELOCATION WILL BE COMPLETED BEFORE THE
WALLS AND CONNECTED TO NEW SHEET PILE WALL. ALTERNATIVELY OTHER METHODS WILL BE
TUNNEL SLAB SHALL BE DEMOLISHED UNTIL NEW TIE RODS ARE INSTALLED THROUGH THE TUNNEL
SHEET PILE USING TIE RODS. TO PREVENT SHEET PILE FAILURE, NO PORTION OF TUNNEL WALLS OR
14. CONSTRUCTION SEQUENCE: THE EXISTING CONCRETE TUNNEL IS CONNECTED WITH RIVERSIDE
BE CONTAINED IN THE PARKING AREA.
13. SEE SPECIFICATION SECTION 01 57 20 FOR EXCAVATION MONITORING REQUIREMENTS. THORIUM MAY
NORTH PIER STRUCTURE OR ON THE STRUCTURE.
12. NO LOADS OR EQUIPMENT ARE ALLOWED WITHIN 50 FEET OF THE FACES OF THE RIVER WALL AND THE
LOCK WALLS OR GATE BLOCK WITHOUT APPROVAL OF THE COR.
AXLE LOAD OF 3,000 LBS. CONTRACTOR SHALL NOT PLACE ANY CRANES OR HEAVY EQUIPMENT ON
11. ONLY ONE VEHICLE AT A TIME IS ALLOWED ON NORTH PIER TUNNEL. THE VEHICLE IS LIMITED TO AN
DESCRIBED IN SECTION 01 57 20 ENVIRONMENTAL PROTECTION OF ILLINOIS.
10. THE CONTRACTOR MUST KEEP ALL STREETS CLEAN AND CLEAR OD MUD, STONES, DEBRIS, ETC., AS
REQUIREMENTS MANUAL EM 385-1-1.
9. ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH
PRE-CONSTRUCTION CONDITION OR AS SPECIFIED IN THE PLANS AND SPECIFICATION.
8. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION WORK MUST BE RESTORED TO
BECOME APPARENT, THE COR MUST BE NOTIFIED PRIOR TO TART OF WORK.
7. THE CONTRACTOR MUST VERIFY ALL ELEVATIONS SHOWN ON THE DRAWINGS. IF DISCREPANCIES
ADDITIONAL COST TO THE GOVERNMENT.
LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT NO
6. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES WITHIN THE WORK
DISCREPANCIES TO THE COR.
BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR MUST IMMEDIATELY REPORT ANY
5. UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MUST BE VERIFIED
PRIOR TO PERFORMING ANY EXCAVATION.
4. THE CONTRACTOR MUST CALL J.U.L.I.E AND DIGGER AT 811 TO LOCATE UNDERGROUND UTILITIES
OF CONSTRUCTION AND MUST COMPARE THE SITE CONDITIONS AS INDICATED ON THE DRAWINGS.
3. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO COMMENCEMENT
RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.
2. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
1. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.
TP
8.
8.
8.
8.
64 8.
8.
388.
498.
9.
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9.
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9.
9.
9.
8.
8.
8.
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STREETER DRIVE
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10" SEWER LINE
8" SEWER LINE
S
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TP
JB
TP
JBJB
RPZ
ABOVE
GRADE
RPZ
METER
VAULT
LINES TO BE RELOCATED
TELECOMMUNICATION
NEW A-STONE
GATE
ACCESS
MANHOLES
DUCT BANK
EXISTING
WORK LIMITS
EXISTING GENERATOR 6' X 17'
WORK LIMITS
NEW SEWER LINE
NEW WATER LINE
AREA 150'x50'
STORAGE/STAGING
LINES TO BE RELOCATED
WATER AND SEWER
N 1,903,115.20
E 1,181,186.28
TIE-IN POINT
NEW SEWER LINE
N 1,903,177.07
E 1,180,977.87
TIE-IN POINT
NEW WATER LINE
FORCE MAIN LINE
EXISTING SANITARY
SHEET PILE WALL
PROPOSED
SHEET PILE WALL
EXISTING
NEW WATER LINE
EXISTING WATER LINE
REMOVED
TO BE
MANHOLES
EXISTING
ALIGNMENT
SHEET PILE WALL
EXISTING
GATE TO BE RELOCATED
PROPOSED SHEET PILE WALL
CONCRETE PAD TO BE REMOVED
RELOCATED
BOXES TO BE
CONEX
BUILDING OFF LIMITS
MWRD CONTROL
SHEET PILE
EXISTING
STONE LINE
EXISTING
SHEET PILE TO REMAIN
WORK LIMITS
WL11
WL06
WL04
WL05
WL10
WL09
WL01 WL02
WL03
WL08
WL07
TPTP
JB
FH
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10" SEWER LINE
8" SEWER LINE
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SCALE: 1" = 40'
N
40' 80'0
SITE PLAN
CHICAGO RIVER
V-002
A
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LAKE MICHIGAN
PILE INSTALLATION WITH SAME STONE SIZE.
9. REPLACE PARKING LOT GRAVEL (TOP 8") AFTER SHEET
MUST MATCH THE LARGER SIZE.
DELINEATED IN THE DRAWINGS, THE CONTRACTOR
VERIFIED TO DIFFER FROM PROPOSED SIZES
INSULATION. IF THE EXISTING PIPE SIZES ARE FIELD
MUST MATCH THE EXISTING PIPE SIZES, MATERIAL, AND
8. ALL WATER SERVICE AND SANITARY FORCE MAIN TIE-INS
MAY VARY IN THE FIELD.
ON THE BEST INFORMATION AVAILABLE. CONDITIONS
TIE-IN WITH THE COR. LOCATIONS PROVIDED ARE BASED
7. CONTRACTOR SHALL COORDINATE LOCATIONS FOR THE
CS307, SECTION D1.
DAYLIGHT VERTICALLY ABOVE GROUND. SEE SHEET
6. WATER SERVICE AND SANITARY FORCE MAIN TO
TUNNEL.
EXISTING SANITARY FORCE MAIN PENETRATING THE
33 31 23.0010 AND SHEET CS-503 FOR DETAILS). REMOVE
SANITARY FORCE MAIN. (SEE SPECIFICATION SECTION
CONNECTED TO THE EXISTING 4" DUCTILE IRON
DUCTILE IRON SANITARY FORCE MAIN IS TO BE
5. SANITARY FORCE MAIN TIE-IN LOCATION: THE NEW 4"
THE TUNNEL.
REMOVE EXISTING WATER SERVICE LINE PENETRATING
SECTION 33 11 00, AND SHEET CS503 FOR DETAILS.
FROM THE CITY AT THIS LOCATION. SEE SPECIFICATION
EXISTING 2" COPPER WATER SERVICE LINE COMING
WATER SERVICE LINE SHALL BE CONNECTED TO THE
4. WATER SERVICE TIE-IN LOCATION: THE NEW 2" COPPER
UTILITIES PRIOR TO CONSTRUCTION
3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
WORK IN THE LOCK 24-HOURS A DAY.
2. PARKING/PIER TO BE SHARED WITH USACE EMPLOYEE
AND OFF LOADING TO MARINE BARGE.
DELIVERING CONCRETE PANELS ON FLATBED TRUCKS
ANOTHER CONTRACTOR WORKING ON SITE IN 2020
1. PARKING STORAGE/STAGING AREA TO BE SHARED WITH
J
U N
E
1,180,898.011,903,045.49WL11
1,181,783.001,903,045.49WL10
1,181,782.811,902,796.27WL09
1,181,968.031,902,796.24WL08
1,181,967.551,902,859.59WL07
1,181,853.321,902,859.27WL06
1,181,853.271,903,057.95WL05
1,181,853.271,903,189.44WL04
1,181,334.431,903,189.44WL03
1,181,334.431,903,199.97WL02
1,180,897.861,903,199.97WL01
EASTING NORTHINGNAME
WORK LIMITS
T E
S A
D D
E D A
N D A
D J
U S
T W
O R
K L
IM
IT
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WALL OF TUNNEL TO BE REMOVED
ELECTRIC CABLE MOUNTED ON NORTH
TELEPHONE AND 12KV COM ED
SHEET PILE WALL
EXISTING
WORK LIMITS
LINE
ALIGNMENT
WORK LIMITS
THROUGH SOUTH WALL
2'X2' TUNNEL ACCESS
STAIRS
ACCESS PANEL
20"x24"
EXISTING SHEET PILING
W/ GATES
SECURITY FENCE
LIGHTPOLE (2-HEADS)
(SPRINKLER)
WATER VALVE
STEPS
CONCRETE
PANEL WITH RAILING
2-8" O.D. INS PIPES
1"& 2" CONDUITS,
70'
+/- 582.5
RIVERSIDE APPROX.
SHEET PILE ELEV.
PROPOSED SHEETPILE WALL
SURFACE CUT ALONG
APPROXIMATE LAKE BOTTOM
TOP PIER ELEV. +/- 588.0
ELEV. +/- 583.02
TOP DUCTBANK
SHEET PILE WALL
PROPOSED
NEW SANITARY FORCE SEWER MAIN
NEW HEAT TRACED WATER LINE
TIE-IN (SEE NOTES)
TO BE REMOVED
SOUTH WALL INSTALLED 2003)
HEAT TRACED. MOUNTED ON
WATER LINE (2" COPPER
TO REMAIN
CCTV CAMERA #3
A-STONE
FOR MORE DETAILS
SEE SHEET ES-104
EXISTING HANDHOLE
SHEET PILE
EXISTING
STONE LINE
EXISTING
S O
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8+50
9+509+008+508+007+507+00
A1
SCALE: 1" = 10' 10' 20'0
PROFILE
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C1
SITE PLAN
SCALE: 1" = 10'
N
10' 20'0
ALIGNMENT TABLE
1903074.251181841.408+50
1903072.121181840.098+47
1903069.641181834.018+42
1903070.421181822.578+30
1903067.891181793.218+00
1903067.271181786.087+92
1903065.611181783.987+90
1903066.021181693.397+00
1903066.371181593.396+00
1903066.831181493.395+00
1903067.471181393.394+00
1903068.031181293.403+00
1903068.341181193.402+00
1903068.991181093.411+00
1903068.781180993.410+00
NORTHING EASTING STA
A N
S I
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W P -1
-B -0
O J E
C T I
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CS103
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CONTRACTOR MUST MATCH THE LARGER SIZE.
PROPOSED SIZES DELINEATED IN THE DRAWINGS, THE
THE EXISTING PIPE SIZES ARE FIELD VERIFIED TO DIFFER FROM
MATCH THE EXISTING PIPE SIZES, MATERIAL, AND INSULATION. IF
9. ALL WATER SERVICE AND SANITARY FORCE MAIN TIE-INS MUST
INFORMATION AVAILABLE. CONDITIONS MAY VARY IN THE FIELD.
WITH THE COR. LOCATIONS PROVIDED ARE BASED ON THE BEST
6. CONTRACTOR SHALL COORDINATE LOCATIONS FOR THE TIE-IN
VERTICALLY ABOVE GROUND. SEE SHEET CS307, SECTION D1.
5. WATER SERVICE AND SANITARY FORCE MAIN TO DAYLIGHT
THE TUNNEL.
DETAILS. REMOVE EXISTING WATER SERVICE LINE PENETRATING
SEE SPECIFICATION SECTION 33 31 23.0010, AND SHEET CS503 FOR
WATER SERVICE LINE COMING FROM THE CITY AT THIS LOCATION.
SERVICE LINE SHALL BE CONNECTED TO THE EXISTING 2" COPPER
4. WATER SERVICE TIE-IN LOCATION: THE NEW 2" COPPER WATER
THE TUNNEL.
DETAILS. REMOVE EXISTING WATER SERVICE LINE PENETRATING
SEE SPECIFICATION SECTION 33 11 00, AND SHEET CS503 FOR
WATER SERVICE LINE COMING FROM THE CITY AT THIS LOCATION.
SERVICE LINE SHALL BE CONNECTED TO THE EXISTING 2" COPPER
3. WATER SERVICE TIE-IN LOCATION: THE NEW 2" COPPER WATER
PRIOR TO CONSTRUCTION
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES
CONSTRUCTION IF ENCOUNTERED.
1. ANY UTILITIES WILL HAVE TO BE BRACED TEMPORARY DURING
NOTES:
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70'
70'
70'
SSP WALL
PROPOSED
TOE STONE
APPROX. EXISTING
ELEV 568 (MIN)
NEW TOE STONE
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
35' LONG
SSP WALL
EXISTING
NEW CA1 STONE
TIE ROD
TO REMAIN
SSP WALL
EXISTING
1' CA-6 STONE
SSP WALL
PROPOSED
STRUCTURAL DRAWINGS
FOR TIP ELEV. SEE
TO REMAIN
SSP WALL
EXISTING
SSP WALL
PROPOSED
STRUCTURAL DRAWINGS
FOR TIP ELEV. SEE
TO REMAIN
SSP WALL
EXISTING
SSP WALL
PROPOSED
TO REMAIN
SSP WALL
EXISTING
STRUCTURAL DRAWINGS
FOR TIP ELEV. SEE
EXISTING SURFACE
FILL
2 TO 1 SLOPE
REUSED A-STONE
LANDSCAPING FILL
RIVER BOTTOM
EXISTING SURFACE
RIVER BOTTOM
RIVER BOTTOM
RIVER BOTTOM
EXISTING SURFACE
EXISTING SURFACE
SEE NOTE #1
LAKE BOTTOM
APPROX.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
2+00.0000
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
2+50.0000
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
3+00.0000
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
3+50.0000
TIP ELEV 534.5
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CS302
S
O J E
C T I
D
F
IL
E N
A M
E
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:18:11 PM 7/19/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Amd001 - CROSS SECTION Sta 2+00 to Sta. 3+50
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IE
R R
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A
IR
S
C H
IC
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C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
C S .d g n
S T
A T
O S
T A
A2
H-SCALE: 1" = 20' | V-SCALE: 1"=10'
CROSS SECTIONS
20' 40'0 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
GENERAL NOTES
1.5
R A
N A M
IS
H
R A P .E
W P -1
-B -0
W P -1
-C -0
X
X
J
U N
E
TEMPORARY SEEDING MIX.
EROSION CONTROL SILT FENCE AND
3. LANDSCAPING FILL TO BE PROTECTED BY
PILE WALL OR BEHIND IT.
BELOW WATER LINE IN FRONT OF NEW SHEET
SHALL BE REUSED ON SITE BY PLACING IT
STONE REMOVED TO CLEAR THE DRIVE LINE
2. IN ORDER TO INSTALL SHEET PILE WALL ANY
STONE.
BE REPLACED WITH NEW 1' LAYER OF CA-6
SAME MATERIAL THE PARKING SURFACE SHALL
TO BE EXCAVATED AND BACKFILLED WITH THE
CONSTRUCTED IN THE PARKING AREA. AREA
DETAILS ABOUT THE STRUCTURE TO BE
1. SEE STRUCTURAL DRAWINGS FOR MORE
V
IS
E D L
A N
D S
C A
P
IN
G F
IL
L A
R E
A A
N D N
O T
/1
/1
RIVERSIDE
LAKESIDE
PARKING RIVERSIDE
PARKING RIVERSIDE
PARKING RIVERSIDE
70'
70'
TO REMAIN
SSP WALL
EXISTING
TIE ROD
NEW CA1 STONE
35' LONG
SSP WALL
EXISTING
ELEV 568 (MIN)
NEW TOE STONE
SSP WALL
PROPOSED
1' CA-6 STONE
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
ELEV 568 (MIN)
NEW TOE STONE
SSP WALL
PROPOSED
1' CA-6 STONE
TO REMAIN
SSP WALL
EXISTING
TIE ROD
NEW CA1 STONE
35' LONG
SSP WALL
EXISTING
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
ELEV 568 (MIN)
NEW TOE STONE
SSP WALL
PROPOSED
1' CA-6 STONE
TO REMAIN
SSP WALL
EXISTING
TIE ROD
NEW CA1 STONE
35' LONG
SSP WALL
EXISTING
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
ELEV 568 (MIN)
NEW TOE STONE
SSP WALL
PROPOSED
1' CA-6 STONE
TO REMAIN
SSP WALL
EXISTING
TIE ROD
NEW CA1 STONE
35' LONG
SSP WALL
EXISTING
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
TOE STONE
APPROX. EXISTING
TOE STONE
APPROX. EXISTING
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
A-STONE
APPROX. EXISTING
2 TO 1 SLOPE
REUSED A-STONE
2 TO 1 SLOPE
REUSED A-STONE
2 TO 1 SLOPE
REUSED A-STONE
TOE STONE
APPROX. EXISTING
2 TO 1 SLOPE
REUSED A-STONE
FILL
FILL
FILL
FILL
LANDSCAPING FILL
LANDSCAPING FILL
LANDSCAPING FILL
LANDSCAPING FILL
RIVER BOTTOM
RIVER BOTTOM
RIVER BOTTOM
RIVER BOTTOM
LAKE BOTTOM
EXISTING
LAKE BOTTOM
EXISTING
LAKE BOTTOM
EXISTING
LAKE BOTTOM
EXISTING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
4+00.0000
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
4+50.0000
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
5+00.0000
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
5+50.0000
TIP ELEV 534.5
TIP ELEV 534.5
TIP ELEV 534.5
TIP ELEV 534.5
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CS303
S
O J E
C T I
D
F
IL
E N
A M
E
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:20:33 PM 7/19/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Amd001 - CROSS SECTION Sta 4+00 to Sta. 5+50
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R R
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A
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IC
A G
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K
C H
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A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
C S .d g n
S T
A T
O S
T A
A2 10' 20'020' 40'0
VERTICAL SCALE HORIZONTAL SCALE
H-SCALE: 1" = 20' | V-SCALE: 1"=10'
CROSS SECTIONS
GENERAL NOTES
1.5
1.5
R A
N A M
IS
H
R A P .E
W P -1
-B -0
W P -1
-C -0
X
X
1.5
1.5
TEMPORARY SEEDING MIX.
EROSION CONTROL SILT FENCE AND
2. LANDSCAPING FILL TO BE PROTECTED BY
PILE WALL OR BEHIND IT.
BELOW WATER LINE IN FRONT OF NEW SHEET
SHALL BE REUSED ON SITE BY PLACING IT
STONE REMOVED TO CLEAR THE DRIVE LINE
1. IN ORDER TO INSTALL SHEET PILE WALL ANY
J
U N
E
V
IS
E D L
A N
D S
C A
P
IN
G F
IL
L A
R
/1
/1
RIVERSIDE
LAKESIDE
RIVERSIDE
LAKESIDE
RIVERSIDE
LAKESIDE
RIVERSIDE
LAKESIDE
70'
1' CA-6 STONE
SSP WALL
PROPOSED
ELEV 577 (MIN)
NEW TOE STONE
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
35' LONG
SSP WALL
EXISTING
NEW CA1 STONE
TIE ROD TO REMAIN
SSP WALL
EXISTING
EXISTING SURFACE
1' CA-6 STONE
SSP WALL
PROPOSED
ELEV 568 (MIN)
NEW TOE STONE
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
35' LONG
SSP WALL
EXISTING
NEW CA1 STONE
TIE ROD TO REMAIN
SSP WALL
EXISTING
EXISTING SURFACE
1' CA-6 STONE
SSP WALL
PROPOSED
ELEV 568 (MIN)
NEW TOE STONE
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
35' LONG
SSP WALL
EXISTING
NEW CA1 STONE
TIE ROD TO REMAIN
SSP WALL
EXISTING
EXISTING SURFACE
A-STONE
APPROX. EXISTING
A-STONE
APPROX. EXISTING
2 TO 1 SLOPE
REUSED A-STONE
TOE STONE
APPROX. EXISTING
FILL
FILL
FILL
2 TO 1 SLOPE
REUSED A-STONE
2 TO 1 SLOPE
REUSED A-STONE
LANDSCAPING FILL
LANDSCAPING FILL
LANDSCAPING FILL
RIVER BOTTOM
RIVER BOTTOM
RIVER BOTTOM
LAKE BOTTOM
EXISTING
LAKE BOTTOM
EXISTING
LAKE BOTTOM
EXISTING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID550
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
6+00.0000
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150 6+50.0000
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
7+00.0000
TIP ELEV 534.5
TIP ELEV 534.5
TIP ELEV 534.5
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CS304
S
O J E
C T I
D
F
IL
E N
A M
E
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:22:11 PM 7/19/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Amd001 - CROSS SECTION Sta. 6+00 to Sta. 7+50
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H E
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R T
H P
IE
R R
E P
A
IR
S
C H
IC
A G
O L
O C
K
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
C S .d g n
S T
A T
O S
T A
A2
H-SCALE: 1" = 20' | V-SCALE: 1"=10'
CROSS SECTIONS
20' 40'0
HORIZONTAL SCALE
10' 20'0
VERTICAL SCALE
1.5
1.5
1.5
GENERAL NOTES
R A
N A M
IS
H
R A P .E
W P -1
-B -0
W P -1
-C -0
X
X
TEMPORARY SEEDING MIX.
EROSION CONTROL SILT FENCE AND
2. LANDSCAPING FILL TO BE PROTECTED BY
PILE WALL OR BEHIND IT.
BELOW WATER LINE IN FRONT OF NEW SHEET
SHALL BE REUSED ON SITE BY PLACING IT
STONE REMOVED TO CLEAR THE DRIVE LINE
1. IN ORDER TO INSTALL SHEET PILE WALL ANY
J
U N
E
V
IS
E D L
A N
D S
C A
P
IN
G F
IL
L A
R
/1
/1
RIVERSIDE
LAKESIDE
RIVERSIDE
LAKESIDE
1' CA-6 STONE
SSP WALL
PROPOSED
ELEV 577 (MIN)
NEW TOE STONE
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
35' LONG
SSP WALL
EXISTING
NEW CA1 STONE
TO REMAIN
SSP WALL
EXISTING
EXISTING SURFACE
1' CA-6 STONE
SSP WALL
PROPOSED
ELEV 577 (MIN)
NEW TOE STONE
DRIVE LINE LIMITS
TOE STONE CLEAR
APPROXIMATE
35' LONG
SSP WALL
EXISTING
NEW CA1 STONE
TIE ROD TO REMAIN
SSP WALL
EXISTING
EXISTING SURFACE
FILL
FILL
2 TO 1 SLOPE
REUSED A-STONE
TOE STONE
APPROX. EXISTING
2 TO 1 SLOPE
REUSED A-STONE
TOE STONE
APPROX. EXISTING
LANDSCAPING FILL
LANDSCAPING FILL
RIVER BOTTOM
LAKE BOTTOM
EXISTING
TUNNEL STRUCTURE
EXISTING
RIVER BOTTOM
LAKE BOTTOM
EXISTING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
7+50.0000
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
8+00.0000
TIP ELEV 534.5
TIP ELEV 534.5
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CS305
S
O J E
C T I
D
F
IL
E N
A M
E
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:23:48 PM 7/19/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Amd001 - CROSS SECTION Sta. 8+00
B A
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A D
D S
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IE
M A
N N
W
IT
O L
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L U
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A G
O
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L
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N O
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R R
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IC
A G
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K
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
C S .d g n
20' 40'0
HORIZONTAL SCALE
10' 20'0
VERTICAL SCALE
A2
H-SCALE: 1" = 20' | V-SCALE: 1"=10'
CROSS SECTIONS
C R
O S
S S
E C
T
IO
N
S T
A
GENERAL NOTES
1.5
1.5
R A
N A M
IS
H
R A P .E
W P -1
-B -0
W P -1
-C -0
X
X
TEMPORARY SEEDING MIX.
EROSION CONTROL SILT FENCE AND
2. LANDSCAPING FILL TO BE PROTECTED BY
PILE WALL OR BEHIND IT.
BELOW WATER LINE IN FRONT OF NEW SHEET
SHALL BE REUSED ON SITE BY PLACING IT
STONE REMOVED TO CLEAR THE DRIVE LINE
1. IN ORDER TO INSTALL SHEET PILE WALL ANY
J
U N
E
V
IS
E D L
A N
D S
C A
P
IN
G F
IL
L A
R
/1
/1
RIVERSIDELAKESIDE
TREES/VEGETATION WAS REMOVED IN SUMMER 2017
TIE-IN WATER AND SEWER PIPES
SEWER LINE
PROPOSED
WATER LINE
PROPOSED
EXISTING
STONE LINE
EXISTING
SHEET PILE
EXISTING SHEET PILE
PROPOSED
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
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IT
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Y
D A
T E
C O
N T
R A
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O
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D1
A1 A6
END OF PIER LOOKING EAST
UTILITY BOX ON END OF PIER RAILING, PIPING AND STAIRS AT END OF PIER
D6
SITE MAP END OF PIER
S I
D
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
E
CS306
A D
A M K
A
IC
A G
O
IL
L
IN
O
IS
N O
R T
H P
IE
R R
E P
A
IR
S
C H
IC
A G
O L
O C
K
W P -1
-C -0
X
X
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
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IS
T R
IC
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8+50
SHEET PILE
EXISTING
SHEET PILE WALL
NEW
F O
R M
O R
E D
E T
A
IL
S S
E E C
R O
S S S
E C
T
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N S
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V A
T
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N V
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IE
S
SEE NOTE 3
70'-0"
26'-1"1'-5"12'-0"18'-0"12'-6"
10'-0" 3'-6"
(SEE NOTE 5)
EL. 568
CONTROL SILT FENCE
INSTALL EROSION
CA6 STONE
1 FT
NEW WALL
WATER MAIN
HEAT TRACED
DUCTBANK
EXISTING
NEW TIE ROD
TOE STONE
EXISTING
(SEE NOTE 1)
A-STONE
1 FT
STONE
NEW CA-1
ON SHEET CS101
SEE DETAIL 'A'
GROUT HOLES
FILL SEEDED
LANDSCAPING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
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D B
Y
D E
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IP
T
IO
N
A
M A
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S
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IT
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D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
EL. 548.5 +/- EL. 548.5
EL. 582.5 +/-
LAKESIDE RIVERSIDE
EL. 581.5 +/-
EL. 588.5
EL. 583.83
TOP OF CONCRETE
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Amd001 - PROPOSED TYPICAL SECTION
3:31:51 PM 7/19/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
NOTES:
3' 6'0
EXISTING FILL
2.5
EL. 554.0
APPROX. LAKE BOTTOM
EXISTING FILL
SLOPE 1%
EL. 534.5
MORE DETAILS
SEE SHEET CS503 FOR
NEW FORCE SEWER MAIN
(SEE NOTE 2)
FILL
MANAGEMENT MANUAL.
INSTALLATION AND SEWER AND STORM WATER
SHALL FOLLOW CITY OF CHICAGO WATER MAIN
4. INSTALLATION OF THE SEWER AND WATER MAINS
AND REPLACED WITH CA-1.
3. ANY EXCAVATED MATERIAL WILL BE HAULED OFFSITE
TO -1 FT FROM NEW TIE-RODS.
2. FILL: THE EXISTING TOE STONE SHALL BE FILLED UP
19.45 03 AND 35 31 20 00.03.
MORE DETAILS SEE SPECIFICATION SECTIONS 35 31
7+00 AND 577 FROM STA. 7+00 TO STA. 8+25. FOR
2:1 SLOPE (H:V) TO EL. 568 (+3,-0) FROM STA. 3+50 TO
1. PLACE A-STONE AT LAKESIDE TOE OF SHEET PILE IN A
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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
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EXISTING BURIED BULKHEAD
ADJUST TIE RODS LOCATIONS TO CLEAR EXISTING SHEET PILE WEBS (TYP)
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RELOCATIONS (SEE ELECTRICAL
WORK IN COORDINATION WITH UTILITY
MANHOLES. ALTERNATELY, PERFORM
OR SETTLEMENT OF EXISTING
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UNDER EXISTING MANHOLES USING
INSTALL NEW TIE RODS AND SLEEVES
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File details come from the government source that posted it.