W912P6-14-B-0002-113857-RTA_Drawings.pdf
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SOLICITATION W912P6-14-B-0002 DRAWINGS
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PROJECT VICINITY
AREA 2
DREDGING
AREA 1
DREDGING
/3 /2
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DISPOSAL AREA 1
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
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Certified Final Documents - RTA W912P6-14-B-0002
MAY 19, 2014
NO.
SHEET
NUMBER
REFERENCE
SHEET TITLE
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EROSION CONTROL DETAILSC-50211
CIVIL DETAILSC-50110
TYPICAL OUTER HARBOR DREDING SECTION & DISPOSAL SITE CROSS SECTIONSC-3019
APPROACH CHANNEL DREDING AND PLACEMENT AREASC-1038
OUTER HARBOR SEDIMENT DISPOSAL SITE LAYOUTC-1027
OUTER HARBOR DISPOSAL SITE: SITE PREPARATION PLANC-1016
OUTER HARBOR DISPOSAL AREA WORK LIMITSC-0025
HARBOR WORK LIMITS C-0014
SURVEY CONTROL POINTS AND BENCHMARKSG-0033
SHEET INDEX AND GENERAL NOTESG-0022
PROJECT, LOCALITY AND VICINITY MAPG-0011
BEYOND THE MINIMUM NECESSARY FOR CONSTRUCTION ITEMS SHOWN.
14. CONTRACTOR SHALL NOT PERFORM EARTHWORK DISTURBING THE EXISTING SOILS OF THE SITE, OR OTHER GOVERNING AGENCY.
ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER,
13. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
SITE, SPECFICALLY NOT ONTO NORTH AND EAST SEAHORSE DRIVE.
12. CONTRACTOR SHALL NOT TRACK ON-SITE MATERIAL OFF OF THE OUTER HARBOR DISPOSAL
PLANT PROPERTY.
11. THE DISPOSAL SITE FOR THE OUTER HARBOR DREDGED MATERIAL IS A FORMER COKE
REFER TO SHEET C-103 FOR LOCATIONS.
10. THREE SHIPWRECKS EXIST IN THIS AREA AND SHOULD BE AVOIDED BY CONTRACTOR.
DETAILED WORK ORDER REQUIREMENTS.
IS STILL UNDERWAY. SEE SPECIFICATION SECTION 01 10 00 GENERAL PROVISIONS FOR
OUTER HARBOR DISPOSAL SITE MAY BEGIN WHILE APPROACH CHANNEL DREDGING AND DISPOSAL
BEFORE DREDGE WORK BEGINS ON THE OUTER HARBOR. SITE PREPARATION WORK ON THE
9. ALL 2014 APPROACH CHANNEL DREDGING AND DISPOSAL WORK SHALL BE COMPLETED AND APPROVED
SHALL VERIFY ANY WELLS OR OTHER UTILITIES ARE NOT ACTIVE BEFORE REMOVING.
ABANDONED MONITORING WELLS, SHALL BE DISPOSED OF ON-SITE BY CONTRACTOR. CONTRACTOR
8. DEBRIS UNCOVERED ON COKE PLANT SITE DURING CONSTRUCTION ACTIVITIES, INCLUDING
CONDITION OF THE SITE'S SUBSURFACE.
PRECISE LOCATIONS ARE NOT AVAILABLE BUT LOGS PRESENT A REPRESENTATIVE
7. SOIL BORING LOGS ARE LOCATED IN SPECIFICATION SECTION 01 31 32.13.
REQUIREMENTS MANUAL.
SEPTEMBER 2008, U.S. ARMY CORPS OF ENGIENERS, SAFETY AND HEALTH
6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH EM-385-1-1, DATED 15
START OF EXCAVATION.
FOR EXCAVATORS) AT 1-800-892-0123 NO LESS THAN 48 HOURS BEFORE
5. THE CONTRACTOR SHALL CALL JULIE (JOINT UTILITY LOCATING INFORMATION
UTILITY SYSTEM OWNERS.
4. BEFORE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONSULT WITH ALL
DISCREPANCIES.
NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY SIGNIFICANT
DIMENSIONS, LOCATIONS AND ELEVATIONS. CONTRACTOR SHALL IMMEDIATELY
3. BEFORE BEGINNING WORK, THE CONTRACTOR SHALL VERIFY ALL CRITICAL
DAYS.
DURING BUT NOT LIMITED TO DOWN TIMES, HOLIDAYS AND ADVERSE WEATHER
TIE UP AREA AS APPROVED BY THE CONTRACTING OFFICERS REPRESENTATIVE
2.THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A SAFE AND SECURE
01 57 20.01 03 FOR DETAILED PERMITING REQUIREMENTS.
ALL NECESSARY PUBLIC AGENCY PERMITS. SEE SPECIFICATION SECTION
1.THE CONTRACTOR SHALL FOLLOW ALL GOVERNING REGULATIONS AND SHALL OBTAIN
GENERAL NOTES:
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IN
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps aut o_t ime
SHEET OF
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SHEET
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US Army Corps of Engineers
US Army Corps auto_time
SHEET OF
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LAKE MICHIGAN
M W
M W
M W
W P
W P
IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
NORTHING (Y) EASTING (X)
DESCRIPTION
ELEV. ELEV.
GENERAL NOTES
79-7
79-4
79-2
79-2
79-3
79-4
79-7
IGLD85
79-3
NN
400'0 200'
SCALE:1"=200'
/2
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3 11
P -1
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NAVD88
584.93
586.01
583.93
586.16
584.40
585.47
583.40
585.63
A P
P R
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C H C
H A
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IN
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G P .E
CONDITIONS EXISTING AT THAT TIME.
ARE FROM A NOVEMBER 2013 SURVEY PERFORMED BY USACE AND REPRESENT
6. THE BATHYMETRIC SURVEY CONDITIONS SHOWN ON THESE DRAWINGS
AT RIMOUSKI, QUEBEC. INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985.
0.0 FEET LWD HAS AN ELEVATION OF 577.5 FEET ABOVE THE REFERENCE PLANE
APPROACH CHANNEL ARE REFERENCED TO LOW WATER DATUM (LWD), LAKE MICHIGAN
5. ALL BATHYMETRY TOPOGRAPHIC SURVEY ELEVATIONS FOR OUTER HARBOR AND
TO NGS MONUMENT DG8504.
4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED
GREAT LAKES DATUM OF 1985 (LGLD85) U.S. FEET.
3. ALL BENCHMARK ELEVATIONS SHOWN ARE REFERENCED TO THE INTERNATIONAL
OF 1983 (NAD83) U.S. FEET.
PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE
COST ACCORDINGLY IN THE BID.
THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE
CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS
CONSTRUCTION MAY VARY AND DIFFER FROM THOSE SHOWN. THE
CONDITIONS EXISTING AT THAT TIME. EXISTING CONDITIONS DURING
ARE FROM AN APRIL 2013 SURVEY PERFORMED BY USACE AND REPRESENT
1. THE TOPOGRAPHIC SURVEY CONDITIONS SHOWN ON THESE DRAWINGS
2074476.55 1122631.92
2074460.54 1124760.24
1125464.762075084.78
1123254.882074734.87
ELEV.
LWD
STD ARMY CORPS DISK
STD ARMY CORPS DISK
STD ARMY CORPS DISK
STD ARMY CORPS DISK
6.9
7.97
5.9
8.13
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
Longitude: -87.8133268525
Latitude: 42.3606509353 Altitude: 0.0000
Name: Waukegan 2
WP1
WP2
WP4
WP11
WP12
WP9
WP10
WP3
WP5
WP6 WP7
WP8
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US Army Corps of Engineers
US Army Corps auto_time
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-18.0
-1 8.
-18.0
.0
.0
.0
.0
.0
-22.0
.0
.0
-2 0.0
.0
.0
.0
.0
.0
-2 2.
-2 2.0
NORTH PIER
SOUTH PIER
NN
200'0 100'
SCALE:1"=100'
DREDGE LIMITS
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PLAN VIEW
H A
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O R
K L
IM
DREDGE AREA
APPROACH CHANNEL
W P -1
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DREDGE AREA
ADVANCED MAINTENANCE
3. NO DREDGING IS PERMITTED WITHIN 50' OF THE NORTH PIER.
577.5 FEET ABOVE THE REFERENCE PLANE AT RIMOUSKI, QUEBEC, INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985.
2. ELEVATIONS ARE IN FEET AND ARE REFERENCED TO LOW WATER DATUM (LWD), LAKE MICHIGAN 0.0 FEET LWD HAS AN ELEVATION OF
1. REFER TO SHEET C-002 FOR COORDINATES OF WORK LIMITS.
NOTES:
SPECIFICATION SECTION 01 35 45.
6. SEDIMENT SAMPLING SHALL BE PERFORMED IN THE ADVANCE MAINTENANCE AREA, PER
SEE SPECIFICATION SECTION 01 10 00 FOR DETAILS ON ORDER OF WORK.
5. ALL 2014 APPROACH CHANNEL DREDGING MUST BE COMPLETED PRIOR TO OUTER HARBOR DREDGING.
CONDITIONS AT THAT TIME.
4. BATHYMETRY SHOWN IS FROM A NOVEMBER 2013 HYDROGRAPHIC SURVEY, AND INDICATES THE
L
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US Army Corps of Engineers
US Army Corps auto_time
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WL18WL21
WL23
WL24
WL25
WL16
MW
MW
MW
MW
MW
MW
MW
MW
MW
WP29
WP26
WL17
WL19
WL20
WL14
WP28
WL15
WL22
WP27
WP30
NN
200'0 100'
/2
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MW EXISTING MONITORING WELLS
E SEAHORSE DRIVE
A H
O R
WORK LIMITS
DISPOSAL AREA
W P -1
-B -0
W P -1
-B -0
O U
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A R
B O
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N D
A P
P R
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C H C
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G P .E
SITE AREA
DISPOSAL
1122903.362076570.01WP30
1123683.502075988.17WP29
1123738.172076528.02WP28
1122764.342076528.49WP27
1122656.502075984.76WL26
1123056.882075975.52WL25
1123056.882075923.41WL24
1123753.382075923.41WL23
1123753.382076044.49WL22
1123813.352076698.23WL21
1123871.422077088.06WL20
1123883.902077169.56WL19
1123815.912077247.84WL18
1123482.322077248.02WP17
1123483.462077089.73WP16
1123484.252076626.94WP15
1122745.082076622.44WP14
1122618.682075969.62WP13
1124489.942074481.56WL12
1125484.662074482.13WL11
1125992.472074482.38WL10
1126671.462075014.75WL9
1126377.192075006.13WL8
1126377.192075230.57WL7
1125564.042075232.47WL6
1125563.202075092.59WL5
1125484.392074979.99WL4
1125484.452074872.13WL3
1124667.182074871.65WL2
1124489.632074681.56WL1
EASTINGNORTHINGLIMIT
WORK POINT/
CONSENT OF COR.
4. EXACT PLACEMENT OF THE CORNERS OF THE JERSEY BARRIER LAYOUT MAY VARY SLIGHTLY AS NEEDED, WITH
3. SEE SHEET C-103 FOR TYPICAL APPROACH CHANNEL DREDGE SECTION. SEE SHEET C-301 FOR TYPICAL OUTER HARBOR DREDGE SECTION.
2. SEE SHEET C-001 FOR LOCATION OF WORK POINTS 1 THROUGH 12.
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
1. SURVEY INFORMATION REPRESENTS THE RESULTS OF THE SURVEY MADE IN APRIL 2013 AND CAN ONLY BE CONSIDERED AS
NOTES:
PAVED PARKING
WL13
WL18WL21
WL23
WL24
WL25
WL16
MW
MW
MW
MW
MW
MW
MW
MW
MW
WP29
WP26
WL17
WL19
WL20
WL14
WP28
WL15
WL22
WP27
WP30
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_time
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
LEGEND
NN
200'0 100'
SITE PREPARATION PLAN
/2
W H
D D
Y P
S
C -1
.d
A
U K
E G
A N H
A R
B
C-101
T E
R H
A R
B O
R D
IS
P O
S A
L S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
V
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
/2
IT
E P
R E
P A
R A
T
IO
N
MW EXISTING MONITORING WELL
E SEAHORSE DR
A H
O R
W P -1
-B -0
O U
T E
R H
A R
B O
R A
N D
R V
A P
P R
O A
C H C
H A
N N
E L D
R E
D G
IN
G F
Y
L A
U R
A V
A N
D E
N B
E R
G P .E
EXISTING GATE IN FENCE HERE
SITE ACCESS VIA DRIVEWAY FROM SEAHORSE DR,
ALONG WORK LIMITS
EXISTING CHAIN LINK FENCE INSTALLED
SURROUNDING DISPOSAL AREA
NEW JERSEY BARRIERS
EXISTING GRAVEL ROAD
EXISTING MONITORING WELL MW-21 TO BE RELOCATED
EXISTING MW-21 TO BE REMOVED
9. EACH JERSEY BARRIER SHALL BE ANCHORED TO THE GROUND.
8. JERSEY BARRIERS SHALL BE SURROUNDED BY SILT FENCE.
AND SHEET C-502.
7. ALL EROSION CONTROL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 01 57 21
SEE SPECIFICATION SECTION 01 10 00 GENERAL PROVISIONS FOR DETAILS ON THE ORDER OF WORK.
6. NO SITE PREPARATORY WORK SHALL BE PERFORMED UNTIL SITE ACCESS IS PROVIDED BY EPA.
BY CONTRACTOR.
5. ANY DEBRIS EXISTING WITHIN THE SEDIMENT DISPOSAL AREA SHALL BE RELOCATED ON SITE
(VIF) EXISTING LOCATIONS AND DIMENSIONS.
4. EXACT LOCATIONS AND DIMENSIONS OF GRAVEL ROAD/PAD MAY VARY. CONTRACTOR TO VERIFY IN FIELD
PROTECTED THROUGHOUT THE LIFE OF THE CONTRACT.
3. EXISTING MONITORING WELLS NOT INDICATED TO BE REMOVED OR RELOCATED SHALL BE
SPECIFICATION SECTION 33 24 13 FOR DETAILS.
OF CONSTRUCTION WORK. EXISTING MW-21 TO BE RELOCATED PRIOR TO SITEWORK TO WP 30. SEE
3. EXISTING MONITORING WELL MW-25 TO BE CLOSED AND REMOVED PRIOR TO SITEWORK. REPLACE AT END
AND ACCESS AREAS.
2. EXISTING GRAVEL ROADS ARE TO BE LEFT IN PLACE UNLESS BEING REUSED FOR CONTRACTORS STAGING
VEGETATIVE MATERIAL SHALL REMAIN STOCKPILED ON SITE.
1. CLEARING AND GRUBBING SHALL BE PERFORMED IN AREAS OF JERSEY BARRIER PLACEMENT. ALL
C
L
WL13
WL18WL21
WL23
WL24
WL25
WL16
MW
MW
MW
MW
MW
MW
MW
MW
MW
WP29
WP26
WL17
WL19
WL20
WL14
WP28
WL15
WL22
WP27
WP30
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_time
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
N
1" = 100 FT
200'0 100'
SCALE:1"=100'
HARBOR
INNER
A H
O R
I
V E
LIMITS
WORK
LEGEND
EXISTING MONITORING WELLMW
DISPOSAL AREA
INTERIOR OF
/2
W H
D D
Y P
S
C -1
.d
A
U K
E G
A N H
A R
B O
C-102
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
V
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
/4
A
U K
E G
A N O
U T
E R H
A R
B O
R
D
IS
P O
S A
L S
IT
E L
A Y
O U
T
E SEAHORSE DRIVE
W P -1
-B -0
O U
T E
R H
A R
B O
R A
N D
R V
A P
P R
O A
C H C
H A
N N
E L D
R E
D G
IN
G F
Y
PLAN VIEW
L A
U R
A V
A N
D E
N B
E R
G P .E
SEAHORSE DRIVE VIA EXISTING GATE
CONTRACTOR SITE ACCESS FROM
INTERIOR FOR EQUIPMENT
LEAVE TEMPORARY ACCESS TO
EXISTING MONITORING WELL MW-21 TO BE REMOVED AND REINSTALLED
6. ALL EROSION CONTROL SHALL BE IN ACCORDANCE WITH SPECFIICATION SECTION 01 57 21.
6. ONCE FINAL GRADING HAS BEEN PERFORMED, ALL MONITORING WELLS AFFECTED SHALL BE RAISED TO THE NEW GRADE LEVEL. SEE SPECIFICATION SECTION 35 20 23.
FINAL GRADED MATERIAL SHALL THEN BE SEEDED. SEE SPEC SECTION 32 92 19.02 03.
5. ONCE DREDGED MATERIAL HAS DEWATERED (DETERMINED BY THE COR), REMOVE JERSEY BARRIERS AND SPREAD SEDIMENT TO STABILIZE.
4. NORTHEAST CORNER OF BARRIERS AS SHOWN SHALL REMAIN OPEN FOR EQUIPMENT ACCESS TO DISPOSAL AREA, TO BE CLOSED ON COMPLETION OF SEDIMENT PLACEMENT.
3. SEE SHEETS C-101 AND C-501 FOR MONITORING WELL REQUIREMENTS.
2. ALL EXISTING MONITORING WELLS NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED DURING WORK AND REMAIN ACCESSIBLE FOR USE.
1. INTERIOR OF JERSEY BARRIERS TO HOLD ENTIRE OUTER HARBOR DREDGED VOLUME UNTIL MATERIAL IS DEWATERED.
NEW ANCHORED JERSEY BARRIERS
AREA 1
PLACEMENT
2000'
1000'
WASHINGTON ST
MICHIGAN
LAKE
N 2069400
E
LOCALITY MAP
1 MILE01 1/2
N 2117800
MICHIGAN
LAKE
9TH ST
21ST ST
B E T
H L E
H
M
V E
L E
W I
E
S H
E R I
D
W 29TH ST
W WADSWORTH RD
W YORKHOUSE RD
W
E
G R
A
E
WASHINGTON ST
BELVIDERE ST
G O L F
R
D
WISCONSIN
ILLINOIS
128TH ST
14TH ST
GRAND AVE
BELVIDERE ST
N E
S S
E
M
R T
T H
N G
J r
M A
R K
TG
E
N E
S
A M
S T
U R
Z
X
P Y
E R I
D
G E
N E
S
U N
Y
B U
M E
E
21ST ST
MAIN ST
P
I
MAI
N
ST
L A
O
L A
U R
HARBOR
WAUKEGAN
NORTH UNIT
STATE PARK
ILLINOIS BEACH
PRESERVE
FOREST
SPRING BLUFF
LAKESIDE AVE
17TH ST
MARINA
NORTH POINT
P E
R S
H I
10TH AVE.
AREA 1
PLACEMENT
SHIPWRECK #2
SHIPWRECK #3
SHIPWRECK #1
N
DREDGING AREA
PROJECT LOCATION
AREA 2
PLACEMENT
N N
11289952107886W 87 DEG 47.82 MINS N 42 DEG 27.14 MINS3
11291072108001W 87 DEG 47.795 MINS N 42 DEG 27.159 MINS 2
11290072110285W 87 DEG 47.814 MINS N 42 DEG 27.535 MINS 1
EASTINGNORTHING LONGITUDE LATITUDESHIPWRECK
STATE PLANE EAST COORDINATES
ARCHAEOLOGICAL SHIPWRECKS
24'
-10.00
-20.00
-30.00
-10.00
-20.00
-30.00
0+000+501+001+502+002+503+003+504+004+505+005+506+006+50 -0+307+007+508+00
-22.0
-23.0
2 1
SOUTH
DREDGING AREA
MAINTENANCE
AREA
DREDGE
SOUTH AVE.
/2
W H
D D
Y P
S
C -1
.d
A
U K
E G
A N H
A R
B
C-103
P
P R
O A
C H C
H A
N N
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
V
J O
H N G
R O
B O
S K I, P .E
N .T .S
A N
S I
D
/2
R
E D
IN
G A
N D P
L A
C E
M E
N T A
R E
A S
AREA 2
PLACEMENT
ENLARGED PLAN OF APPROACH CHANNEL PLACEMENT AREA 1
NOT TO SCALE
ENLARGED PLAN OF APPROACH CHANNEL PLACEMENT AREA 2
NOT TO SCALE
NOT TO SCALE
LEGEND
REQUIRED DREDGING
ALLOWABLE DREDGING
PLACEMENT AREA
BOUNDARY LINE (VARIES)
NORTHERN DREDGING
LINE (VARIES)
NORTH CHANNEL
EXISTING BOTTOM
SLOPE LINE (TYP)
ALLOWABLE SIDE
BASE LINE
E L
E V
A T I
D
DEPTH
DREDGING
ALLOWABLE
DEPTH
DREDGING
REQUIRED
E L
E V
A T I
D
W P -1
-B -0
O U
T E
R H
A R
B O
R A
N D
TYPICAL APPROACH CHANNEL DREDGE SECTION (FACING EAST)
BOUNDARY LINE(FIXED)
SOUTHERN DREDGING
R V
A P
P R
O A
C H C
H A
N N
E L D
R E
D G
IN
G F
Y
L A
U R
A V
A N
D E
N B
E R
G P .E
.DREDGING AREA
ADVANCED MAINTENANCE
QUANTITY IS REACHED.
OF THE DREDGE AREA SHOWN AND WORK TOWARDS THE NORTH UNTIL THE CONTRACT
5. DREDGE APPROACH CHANNEL LONGITUDINALLY BEGINNING AT THE SOUTHERN BOUNDARY
4. SEE THE TABLE ON THIS DRAWING FOR THE COORDINATES FOR ALL 3 SHIPWRECKS.
BUT NOT LIMITED TO DOWN TIMES, HOLIDAYS AND ADVERSE WEATHER DAYS.
UP AREA AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE DURING
3. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A SAFE AND SECURE TIE
WILL BE DETERMINED ON SITE BY CONTRACTOR WITH COR APPROVAL.
DESIGNATED BY THE GOVERNMENT. EXACT LOCATIONS OF THE PLACEMENT AREAS
2. THE CONTRACTOR SHALL PLACE APPROACH CHANNEL DREDGE MATERIAL AT THE AREAS
PROVIDED BASED ON THE PRIOR DREDGING SURVEY.
IS SHOWN FOR REFERENCE PURPOSES ONLY. MORE ACCURATE INFORMATION WILL BE
1. ON THE TYPICAL DREDGE SECTION, THE NORTHERN DREDGING BOUNDARY LINE
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_time
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A
100'0 50'
0 20'10'
VERTICAL SCALE
HORIZONTAL SCALE
(VARIES)
DREDGING BOUNDARY LINE
NORTHERN CHANNEL LINE/
CENTERLINE OF CHANNEL
SLOPE LINE
ALLOWABLE SIDE
-22.00
-23.00
DREDGING DEPTH
REQUIRED
DREDGING DEPTH
ALLOWED
EXISTING BOTTOM
REQUIRED DREDGING
ALLOWED DREDGING
TYPICAL OUTER HARBOR DREDGE SECTION
/2
W H
D D
Y P
S
C -3
.d
A
U K
E G
A N H
A R
B O
C-301
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
V
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
/2
T Y
P
IC
A L O
U T
E R H
A R
B O
R D
R E
G
IN
G S
E C
T
IO
N
D
IS
P O
S A
L S
IT
E C
R O
S S S
E C
T
IO
N S
W P -1
-B -0
O U
T E
R H
A R
B O
R A
N D
(FIXED)
DREDGING BOUNDARY LINE
SOUTHERN CHANNEL LINE/
R V
A P
P R
O A
C H C
H A
N N
E L D
R E
D G
IN
G F
Y
L A
U R
A V
A N
D E
N B
E R
G P .E
JERSEY BARRIERS ANCHORED TO GROUND
MAX FILL 6" FROM TOP OF BARRIER
DREDGED SEDIMENT
JERSEY BARRIER AND FILL, TYPICAL SECTION
N.T.S.
N.T.S.
EXISTING GROUND LEVEL
2. FOLLOW IDOT STANDRAD 704001-07 FOR JERSEY BARRIERS.
END OF THE OUTER HARBOR UNTIL THE CONTRACT QUANTITY IS REACHED.
1. OUTER HARBOR DREDGING SHALL START AT THE EAST END OF THE OUTER HARBOR AND WORK TOWARDS THE WEST
NOTES:
-35
-30
-25
-20
-15
-10
-5
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
-35
-30
-25
-20
-15
-10
-5
E L
E V
A T I
D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_time
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A
/2
W H
D D
Y P
S
C -5
.d
U K
E G
A N H
A R
B O
R
C
IV
IL
D
E T
A
IL
C-501
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
V
J O
H N G
R O
B O
S K I, P .E
N .T .S
A N
S I
D
/1
P -1
-B -0
O U
T E
R H
A R
B O
R A
N D
R V
A P
P R
O A
C H C
H A
N N
E L D
R E
D G
IN
G F
Y
L A
U R
A V
A N
D E
N B
E R
G P .E
N.T.S.
EXISTING INNER HARBOR SEAWALL
N.T.S.
EXISTING MONITORING WELL 25D
N.T.S.
EXISTING MONITORING WELL 21D
SEAWALL ANCHOR.
CONSTRUCTION.ALL ITEMS SHOWN ARE EXISTING. WORK SHALL NOT INTERFERE WITH THE EXISTING
2. THE TYPICAL INNER HARBOR SEAWALL DETAIL IS INCLUDED FOR THE CONTRACTOR'S REFERENCE DURING
GROUNDWATER MONITORING WELLS FOR DETAILS.
PRIOR TO SITEWORK AS SHOWN ON SHEET C-101. SEE SPECIFICATION SECTION 33 24 13 FOR DETAILS.
REPLACED IN THE SAME LOCATION UPON COMPLETION. EXISTING MONITORING WELL MW-21 TO BE RELOCATED
1. EXISTING MONITORING WELL MW-25 TO BE REMOVED AT THE START OF CONSTRUCTION, AND
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps au to
_t im e
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A
/2
W H
D D
Y P
S
C -5
.d
A
U K
E G
A N H
A R
B O
R
C-502
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
J
H N G
R O
B O
S K I, P .E
A N
S I
D
W P -1
-B -0
U R
A V
A N
D E
N B
E R
G P .E
L C
V
/2
/1
O U
T E
R H
A R
B O
R A
N D
A P
P R
O A
C H C
H A
N N
E L D
R E
D G
IN
G F
Y
O S
IO
N C
O N
T R
O L D
E T
A
IL
S
OR OTHER GOVERNING AGENCY.
ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER,
2. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
1. ALL EROSION CONTROL SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 01 57 21.
NOTES:
S O
L
IC
IT
A T
IO
N N
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D W
N B
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D E
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IG
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S C
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N
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2 3
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4 5
A
B
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IT
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T R
A C
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IN
G N
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
SHEET OF
A C
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IO
N D
A T
E D
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C R
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| Sheet File - General - General - General - G-001 |
| SWH03DDY12PS_G-002 |
| WH03DDY12PS_G-003 |
| WH03DDY12PS_C-001 |
| WH03DDY12PS_C-002 |
| WH03DDY12PS_C-101_revised |
| WH03DDY12PS_C-102_revised |
| WH03DDY12PS_C-103 |
| WH03DDY12PS_C-301 |
| WH03DDY12PS_C-501 |
| Sheet File - Civil - Civil - Detail - C-502 |
File details come from the government source that posted it. Updated .