W912P6-18-B-0014_Calumet_Harbor_Rock_Removal-FY18_Certified_Final_RTA_PLANS.pdf
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- W912P618B0014
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SOLICITATION PLAN SHEETS
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BEDROCK PLACEMENT LOCATION
CHICAGO CDF
BEDROCK DREDGING LOCATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:54:07 PM 8/14/2018
...\Calumet Harbor Rock Removal - FY18_113990\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Location, Vicinity Map and Sheet Index
®of Engineers
US Army Corps
U .S
A R
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W P -1
-B -0 of Engineers
US Army Corps
SHEET INDEX
ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
REVIEWED BY:
ATR TEAM LEADER DATE JOE SCHMIDT, P.E.
APPROVED BY:
APPROVAL RECOMMENDED BY:
MIKE NGUYEN
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICAL
DATE
DATE
NN
LOCATION MAP
(N.T.S.)
VICINITY MAP
(N.T.S.)
NN
HARBOR BEDROCK PLACEMENT C-1024.
DREDGE SHEET HARBOR BEDROCK C-1013.
SURVEY CONTROL AND BENCHMARKS V-0012.
LOCATION, VICINITY MAP AND SHEET INDEX G-0011.
REFERENCENUMBER
TITLE SHEET SHEET
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
W912P6-18-B-0014
CHICAGO, ILLINOIS
ROCK REMOVAL - FY18
CALUMET HARBOR
W912P6-18-C-00XX
CHICAGO DISTRICT
W
IT
O L
D K
L U
Z A
G -0
.d g n
A
U G
15 AUG 2018
D A
V E S
C H
IE
M A
N N P .E
CERTIFIED FINAL DOCUMENTS - RTA W912P6-18-B-0014
WAVIER N/A
MIKE NGUYEN 15 AUG 2018
JOSEPH SCHMIDT 15 AUG 2018
79-1
86-4
...\Calumet Harbor Rock Removal - FY18_113990\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SURVEY CONTROL
3:03:18 PM 8/14/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
BRASS DISK589.071204988.291843081.9886-4
BRASS DISK587.191203788.471846577.4779-1
BRASS DISK586.541203654.071846082.21200
IGLD85
IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
EASTING (X)
DESCRIPTION
ELEV. ELEV.
NORTHING (Y)
GENERAL NOTES
N
500 0 500 1000
SCALE IN FEET
EW
IN
G
AVE
95th STREET
CALUMET
RI
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CALUMET HARBOR
U .S
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SHEET ID
B
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W
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.d g n
7. THE BEDROCK SURVEY SHOWN ON SHEET C-101 WAS COMPLETED IN JUNE 2018.
AE9231, ME3356, AND ME2887.
6. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENTS ME1966, (IGLD85) U.S FEET.
5. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE INTERNATIONAL GREAT LAKES DATUM 1985
COORDINATES SHOWN ARE IN U.S. SURVEY FEET.
MERCATOR PROJECTION, ILLINOIS EAST ZONE (1201), NORTH AMERICAN DATUM 1983 (NAD83). ALL
4. GRID COORDINATES ARE BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM, TRANSVERSE
DEPTHS ARE MEASURED USING AN R2SONIC 2024 MULTIBEAM SONAR.
WATER LEVEL READINGS ARE FROM AN AUTOMATED GAUGE LOCATED AT CALUMET HARBOR, ILLINOIS.
THE REFERENCE PLANE AT RIMOUSKI, QUEBEC, INTERNATIONAL GREAT LAKES DATUM, IGLD 1985.
REFERRED TO LOW WATER DATUM (LWD) FOR LAKE MICHIGAN. 0.0 FT. IS EQUAL TO 577.5 FEET ABOVE
3. PROJECT DEPTHS, ELEVATIONS, SOUNDINGS, AND CONTROL POINTS SHOWN ON THE DRAWINGS ARE
SELECTION. THE DGPS RECEIVER IS MANUFACTURED BY APPLANIX MARINE POS/MV VER 4.0.
BROADCAST STATIONS. SIGNAL STRENGTH IS USED AS THE DETERMINING FACTOR IN DIFFERENTIAL
(DGPS). THE DIFFERENTIAL CORRECTIONS ARE PROVIDED BY U.S. COAST GUARD DIFFERENTIAL
2. HORIZONTAL POSITIONING IS DETERMINED USING THE DIFFERENTIAL GLOBAL POSITIONING SYSTEM
OPERATIONS AND NOTICES TO NAVIGATION INTERESTS.
CENTERED AROUND THE TEXT. MINIMUM DEPTH DATA IS PRODUCED FOR STRIKE/SHOAL REMOVAL
SOUNDINGS INDICATED REPRESENT THE MINIMUM DEPTH FOUND IN THE 10 FT BY 10 FT AREA
1. THE SOUNDINGS SURVEY SHOWN ON SHEETS C-101 WERE COMPLETED ON 22 TO 30 APRIL 2015. THE
D A
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FEDERAL CHANNEL LIMITS
FEDERAL CHANNEL LIMITS
HALF WIDTH CHANNEL LIMITS
REMOVAL AREA
BEDROCK MATERIAL
HARD MATERIAL /
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-24.9'
-24.8'
-24.8'
-24.9'
-24.8'
-24.7'
-24.7'
-24.6'
-25.0'
-24.7'
-24.7'
-24.7'
-24.6'
-24.6'
-24.6'
-24.8'
-24.8'
-24.8'
-24.5'
-24.7'
-24.7'
-24.6'
-24.5'
-24.5'
-24.5'
-24.5'
-25.8'
-25.4'
-25.5'
-25.6'
-25.7'
-25.5'
-25.2' -25.3'
-25.0'
-25.1'
-24.7' -24.9'
-24.8'
-24.6'
-24.6'
-25.3'
-24.9'
-24.9'
-25.1'
-24.8'
-24.9'
-24.9' -24.9'
-24.8'
-24.9'
-24.6' -24.8'
-24.6'
-24.5'
-24.5'
-24.5'
-24.6'
-24.4'
-24.4'
-24.6'
-24.4'
-24.4'
-24.6'
-24.6'
-24.6'
-24.5'
-24.5'
-24.6'
-24.4'
-24.3'
-24.3'
-24.6'
-24.2'
-24.3' -24.3'
-24.5'
-24.3'
-24.2'
-24.4'
-24.5'
-24.2' -24.4'
-24.4'
-24.3'
-23.9'
-24.3'
-24.1' -24.1'
-28.7'
-28.4'
-28.6'
-28.7'
-28.0'
-28.3'
-28.2'
-28.1' -28.0'
-28.0'
-27.9'
-27.9'
-27.8'
-28.0'
-28.4'
-27.8'
-26.5'
-28.1'
-28.3'
-28.0'
-27.9'
-26.6'
-26.2' -26.3'
-26.3'
-26.2'
-26.3'
-27.9'
-27.9'
-27.8'
-27.1'
-27.9'
-27.8'
-26.6'
-26.4' -26.7'
-26.5'
-26.3'
-26.0'
-26.5'
-26.3'
-26.2'
-26.2'
-25.7'
-26.2'
-26.1'
-26.1'
-26.1'
-26.0'
-25.8' -25.8'
-25.5'
-25.5'
-25.4'
-26.5'
-26.5'
-26.3'
-25.7'
-25.6'
-25.7'
-26.4'
-26.1'
-25.9'
-25.7'
-25.7'
-25.5' -25.6'
-25.6'
-25.8'
-26.0'
-25.8'
-25.6'
-25.4'
-25.6'
-26.1'
-25.9'
-25.7'
-26.0'
-25.6'
-25.5'
-25.5' -25.6'
-25.7'
-25.6'
-25.4'
-25.4'
-25.5'
-25.5'
-25.2' -25.2'
-25.2'
-25.2'
-25.2'
-25.4'
-25.3'
-25.6'
-25.1'
-25.6'
-25.8' -25.9'
-25.8'
-25.7'
-25.8'
-25.6'
-25.3'
-25.7'
-25.3'
-25.4' -25.7'
-25.6'
-25.4'
-26.3'
-26.2'
-25.7'
-26.2'
-25.9'
-25.8'
-25.7'
-25.4'
-25.1'
-25.7'
-25.3'
-25.0'
-25.9'
-25.9'
-25.8'
-25.9'
-25.9'
-25.7'
-25.5'
-25.2'
-25.0'
-25.3'
-25.2'
-25.0'
-24.9'
-24.8'
-24.7'
-24.6'
-24.9'
-24.8'
-24.6'
-24.6'
-24.6'
-24.7' -24.7'
-24.5'
-24.3'
-24.0' -24.2'
-24.9'
-24.6'
-24.6'
-24.7'
-24.6'
-24.6'
-24.6'
-24.6'
-24.3'
-24.5'
-24.3'
-25.9'
-25.7'
-25.5'
-25.4'
-25.4'
-25.7'
-25.3'
-25.4'
-25.4'
-25.3'
-25.3' -25.4'
-25.1'
-25.1'
-24.9'
-25.2'
-25.1'
-25.1'
-25.1'
-24.9'
-24.5'
-25.1'
-25.0'
-25.1'
-25.1' -25.1'
-24.9'
-23.0'
-24.8'
-25.3'
-25.1'
-24.8'
-25.1'
-24.9'
-24.8'
-24.8' -24.8'
-24.8'
-24.7'
-24.7'
-24.6'
-24.4'
-24.8'
-24.9'
-24.7'
-24.4' -24.5'
-24.9'
-24.9'
-24.8'
-24.9' -25.0'
-24.8'
-24.8'
-24.9'
-24.7' -24.7'
GENERAL NOTES
...\Calumet Harbor Rock Removal - FY18_113990\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Lake George Harbor Bedrock
2:56:45 PM 8/14/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
F
IL
E N
A M
E
LEGEND
DREDGE LOCATION COORDINATES
HALF WIDTH CHANNEL LIMITS
FEDERAL CHANNEL LIMITS
BEDROCK REMOVAL AREA
A1
HARBOR BEDROCK
SCALE: 1" = 200'
400'0 200'
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
W P -1
-B -0
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R O
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T H
A R
B O
R
W P -1
-C -0
X
X
C H
IC
A G
O
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L
IN
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IS
S L
A S
A L L E S
T S
U
IT
E
C H
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T
C -1
.d g n
A N
S I
D
J O
H N G
R O
B O
S K I, P .E
H A
R B
O R B
E D
R O
C K
D R
E D
G E S
H E
E T
C-101
D A
R L E
N E B
A N
K H
E A
D
W
IT
O L
D K
L U
Z A
P R
O J E
C T I
D
DL02
DL03
DL01
DL04
DL05
DL06
DL07
DL08
AREA A
AREA B
D A
V E S
C H
IE
M A
N N P .E
A
U G
SHEET C-102.
5. PLACE EXCAVATED BEDROCK/HARDPAN MATERIAL IN LOCATION SHOWN ON
THE AWARDED AMOUNT OF MATERIAL IS REMOVED.
"AREA A", AND WORK TOWARDS THE NORTHEAST, SHOWN AS "AREA B", UNTIL
FOCUS WILL BE ON STARTING IN THE SOUTHWEST OF THE AREA, SHOWN AS
DESIGNATED ON THIS DRAWING AS THE "BEDROCK REMOVAL AREA". THE
OTHER AWARDED REMOVAL AREAS WITHIN THE 834,160 SQUARE FEET
4. THE GOVERNMENT AND CONTRACTOR SHALL AGREE ON LOCATION OF ALL
FEET.
DEMONSTRATION EXCAVATION SECTION FOR A TOTAL OF 1,000 SQUARE
UPON AN AREA WHERE HARD MATERIAL/BEDROCK IS PRESENT FOR THE
3. FOLLOWING SURVEYS THE GOVERNMENT AND CONTRACTOR SHALL AGREE
EXCAVATING AND REMOVAL OF HARD MATERIALS/BEDROCK.
"BEDROCK REMOVAL AREA". THE INITIAL SURVEY WILL OCCUR PRIOR TO
2. GOVERNMENT WILL PERFORM PRE AND POST MULTI-BEAM SOUNDINGS IN
1. SEE SHEET V-001 FOR SURVEY, SOUNDINGS AND CONTROL INFORMATION.
1211155.901844900.21DL08
1210407.741845611.32DL07
1209946.521844850.12DL06
1210011.811844903.06DL05
1210590.571844334.88DL04
1210715.851844460.16DL03
1209967.691845171.27DL02
1209798.461845022.24DL01
EASTINGNORTHING POINT
ILLINOIS STATE PLANE EAST (NAD 83)
DREDGE LOCATION COORDINATES
585 585 585 585
590 590
0 5
590 5
590590 590590
D
Y
M
R K
E
IN
O
A D
K
IL
S H
E D
'X
F E
N C
E
M O
N U
M E
N T
H S
B M
F
A
O R
A G
L
E R
L
IM
IT
B O
X C
O N
E X
S E
A W
A L L
M O
N U
M E
H S
B M
F
A C
E
P O
L E
S U
R V
E
IL
A N
C E
B L
O C
K S
B A
R R
IE
R
B L
O C
K S
B A
R R
IE
R
S
IG
N D
A N
G E
R
S
IG
N P
E L
G R
O
S
IG
N
IS
H
IN
G
S W
IM
M
IN
G
N U
M E
N T
F
A C
E
S
IG
N D
A N
G E
R
S
IG
N P
E L
G R
O S
IG
N D
A N
G E
R
N U
M E
N T
F
A
IG
N L
IR
C R
A F
T
S
IG
N D
A N
G E
R
W E
L L S
IN
S
P E
C T
IO
N
S
IG
N C
H
IC
A G
O U
S A
L L
IN
P
E C
T
IO
N T
F E
N C
E
S T
A N
D
IP
E
P P
E D
W E
L L
IN
S
P E
C T
IO
N
S
IG
N D
A N
G E
R
W E
L L
IN
S
P E
C T
IO
N
W E
L L
IN
S
P E
C T
IO
N
W E
L L
IN
S
P E
C T
IO
N
S
IG
N D
A N
G E
R
S
IG
N D
A N
G E
R
S
IG
N D
A N
G E
R
W E
L L
IN
S
P E
C T
IO
IG
N L
IR
C R
A F
T
S
IG
N D
A N
G E
R
S
IG
N C
H
IC
A G
O U
S A
PI
DISPOSAL LOCATION
BRASS DISK
ELEV - 586.54
E - 1203654.07
N - 1846082.21
LIMITS
CHANNEL
FEDERAL
CDF1
LIMITS
CHANNEL
HALF WIDTH
CDF BASELINE
CDF CLEAN SEDIMENT DRYING PAD
CDF5
CDF3
CDF8
ACCESS ROAD
EXISTING
CDF ACCESS POINT
CDF4
CDF7CDF6
CDF2
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
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
9+00
8+00
7+00
6+00
5+00
4+00
3+00
2+00
1+00
0+00
H V x y z
C D F
C D F
C D F
CDF4
CDF5 CDF6
CDF7
CDF8
+0
11+
10+0
E le v
.5
.1
E le v
.5
.3
-1
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
CONCRETE WALL
C O
N C
R E
L L
TOE
T O
E
T O
E
T O
E
C
O N
C R E
B
R I
T
C
O N
C R E
B
R I
T
N C
R E
B R I
T
N C
R E
B R I
TOE
TOE
C O
N C
R E
IP
E S
IN
F O
R C
P R
O X
IM
A
P
O N
D
DI
RT
ACCES
S
ROAD
DIR
T
ACCES
S
ROAD
DIR
T
ACCES
S
ROAD
DI
RT
ACCES
S
ROAD
DI
RT
ACCES
S
ROAD
DIR
T
ACCES
S
ROAD
T O
E
T O
E
TO
E
TO
E
TO
P
T O P
T O
P
T O
P
T O
P
T O
P
T O
P
SEAWALL
GATE
FE
NCE
GATE FENCE
R
IP
R A P
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
578.9
INV.= 578.9
INV.=
579.0
INV.=
579.3
INV.=
579.4
INV.=
579.4
INV.=
E L E
V
.5
E
.0
N
.3
N A
V D
T U
M
E L E
V
.2
E
.1
N
.1
N A
V D
T U
M
E L E
V
.7
E
.3
N
.9
N A
V D
T U
M
E L E
V
.9
E
.0
N
.5
N A
V D
T U
M
5'
BRASS DISK
ELEV - 587.19
E - 1203788.47
N - 1846577.47
79-1
BRASS DISK
ELEV - 589.07
E - 1204988.29 N - 1843081.98 86-4
25' MIN.
+16 LWD (SEE NOTE #6)
+12 LWD
LAKE SIDE
STONE
GRADED ARMOR
PREPARED LIMESTONE CORE
+7 LWD
SAND BLANKET
C -5 LWD
B -15 LWD
A -5 LWD
C -14 LWD
B -24 LWD
A -11 LWD
1205002.191842931.73 CDF8
1204992.151843959.74 CDF7
1204981.261844827.45 CDF6
1204979.481845268.43 CDF5
1204951.381845608.95 CDF4
RADIUS: 180.0'
1204772.321845590.59 CC
1204939.161845728.06 PI
1204824.591845762.83 CDF3
1204702.841845792.41 CDF2
1203715.281845971.64 CDF1
EASTING NORTHINGPOINT
DISPOSAL SIDE
C1
EXISTING CONFINED DISPOSAL FACILITY (CDF)
SCALE: 1" = 150' 150' 300'0
N
GENERAL NOTES
CDF BASELINE COORDINATES
B L
A4
EXISTING CDF REVETMENT - TYPICAL SECTION
SCALE: NTS
SECTION C - STA. 16+50 TO STA. 40+19
SECTION B - STA. 3+00 TO STA. 16+50
1. SECTION A - STA. 0+00 TO STA. 3+00
SECTION NOTES:
WATER
CDF BASELINE
C A
L U
M E T R
IV
E R
CALUMET HARBOR
DISPOSING MATERIAL IN THE CDF.
CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO
USACE HUNTINGTON DISTRICT ON APRIL 2018. THE
5. CONTOURS WERE CREATED USING LIDAR DATA SURVEYED BY
THE COR.
THE CROWN OF THE DIKES OR BERMS OR AS DIRECTED BY
4. PLACE MATERIALS IN THE CDF NO LESS THAN 25 FEET FROM
DIKE AT ALL TIMES.
3. CONTRACTOR MUST ENSURE PROTECTION OF THE
FALLS INTO THE LAKE.
2. MATERIAL PLACEMENT MUST ENSURE NO MATERIAL
STATIONS 22+50 AND 25+50.
1. PLACE MATERIAL, TO INCLUDE HARD PAN, BETWEEN
...\Calumet Harbor Rock Removal - FY18_113990\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Dredge Sheet Lake George Bedrock Placemen
2:58:00 PM 8/14/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
PD: AEC_pdf.pltcfg
U .S
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File details come from the government source that posted it.