W912P612R0004_CUP McCook Reservoir Rockwall Stabilization 1B-RTA_Dwg_Sheets_1-17.pdf
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- CHICAGOLAND UNDERFLOW PLAN (CUP) MCCOOK ROCKWALL STABILIZATION 1B, MCCOOK RESERVOIR, COOK COUNTY, ILLINOIS
- Solicitation number
- W912P6-12-R-0004
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McCOOK RESERVOIR
STAGE 1B
A S S
H O
W N
ROCK STABILIZATION
JULY 2012
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Certified Final Documents - RTA W912P6-12-R-0004
GENERAL NOTES:
UTILITIES SHOWN AND LOCATED ON THE PLANS, ARE NOT GUARANTEED ACCURATE
ABBREVIATIONS & SYMBOLS:
CC
CJ
CL
CL
CRV
CENTER TO CENTER
NUMBERNO.
CONSTRUCTION JOINT
CENTER LINE
CLEAR
CURVE
DIAMETER
ON CENTERS
OD OUTSIDE DIAMETER
PL PLATE
PC POINT OF CURVATURE
POINT OF INTERSECTION
DEFL.
EL.
FIN.
H.P.
ID
INV.
JT.
DEFLECTION
ELEVATION
FINISH
HIGH POINT
INSIDE DIAMETER
INVERT
JOINT
PI
POT
PRC
PT
SH.
POINT ON TANGENT
POINT OF REVERSE CURVE
PROJECTION
POINT OF TANGENCY
ROUND
SHEET
STATION
L
L.P.
MAX.
MIN.
LENGTH ALONG CURVE
LOW POINT
MAXIMUM
MANHOLE
MINIMUM
SYM.
t
T
(TYP.)
VERT.
W.P.
STANDARD
SYMMETRICAL
CONCRETE WALL THICKNESS
TANGENT LENGTH
TYPICAL
VERTICAL
WORKING POINT
BL BOTTOM LAYER
DWL DOWEL
EF EACH FACE
EL EACH LAYER
EW EACH WAY
FF FAR FACE
IF INSIDE FACE
IL INSIDE LAYERBF BOTTOM FACE
NF
OC
OF
OL
TF
TL TOP LAYER
TOP FACE
STIRRUPS
OUTSIDE LAYER
OUTSIDE FACE
ON CENTERS
NEAR FACE
ML MIDDLE LAYER
BY THE ENGINEER. THE CONTRACTOR SHALL VERIFY ALL SUCH DETAILS AND NOTES
AL.
DIA.
STA.
PROJ.
V.C.P.
REINFORCED CONCRETE
VITRIFIED CLAY PIPE
GENERAL NOTES FOR SOIL AND ROCK BORINGS AND DRILL HOLE DATA:
C.I.P.
R.C.
R.C.P.
REINF.
REINFORCED CONCRETE PIPE
REINFORCEMENT
ABT. ABOUT
D.I. DUCTILE IRON
CAST-IN-PLACE
STIRR.
STD.
C.I. CAST IRON
N.T.S. NOT TO SCALE
M.L. MATCH LINE
MW MONITORING WELL
S.S. STAINLESS STEEL
T.B.M. TUNNEL BORING MACHINE
1. ALL DETAILS AND NOTES, RELATIVE TO EXISTING SURFACE AND UNDERGROUND
C.M.P. CORRUGATED METAL PIPE
CONT. CONTINUOUS
MH
R.O.W. RIGHT OF WAY
B/ BOTTOM OF
T/ TOP OF
ADD’L. ADDITIONAL
WS WATERSTOP
GENERAL NOTES FOR TRAFFIC CONTROL:
G. ALL PROPERTY OWNERS WHERE CONSTRUCTION IS LOCATED
D. AMERITECH
TI TUNNEL INTERSECTION
DWLS
E/B EASTBOUND
GALV. GALVANIZED
SCH. SCHEDULE
SECT. SECTION
ABBREVIATIONS FOR REINFORCEMENT:
F. METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRDGC) AND
BNDL BUNDLE
C.S.K. COUNTERSUNK
GA.
PROVISIONS, TRAFFIC CONTROL STANDARDS, TRAFFIC SPECIFICATIONS AND THE "ILLINOIS MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD). NO MODIFICATION OF THESE
REQUIREMENTS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
GAGE
ANY CHANGES OR MODIFICATIONS TO THESE EXISTING FACILITIES, DUE TO
CONSTRUCTION UNDER THIS CONTRACT, SHALL BE AT THE CONTRACTOR’S EXPENSE.
4. THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS,
3. FOR HORIZONTAL AND VERTICAL CONTROL, SEE CONTROL DATA INFORMATION
COE CORPS OF ENGINEERS
P.O.A. POINT ON ALIGNMENT
T.O.R. TOP OF ROCK
E. AT & T
C. NICOR
A. VILLAGE OF HODGKINS
IN THE FIELD AND WITH, BUT NOT LIMITED TO, THE FOLLOWING:
B. COMED
3.
O.C.
EOB END OF BORING
2.
REPORTS. FOR REFERENCE TO THE REPORTS, SEE THE SPECIFICATIONS.
BORINGS AND DRILL HOLES; OR IN SUBSURFACE INVESTIGATIONS AND GEOTECHNICAL DESIGN
AS OTHERWISE INDICATED. DATES OF DRILLING ARE SHOWN ON THE LOGS OF SOIL AND ROCK
THE DATA ON THE LOGS ARE AS DETERMINED AT THE TIME OF DRILLING OF THE BORINGS OR
OF ROCK STRATIGRAPHY AND GEOLOGIC FORMATION NAMES USED ON THE PROFILES.
NOV. 1999", PREPARED BY THE CORPS OF ENGINEERS - CHICAGO DISTRICT FOR DESCRIPTIONS
SEE "CUP-McCOOK RESERVOIR, ILLINOIS, DESIGN DOCUMENTATION REPORT, VOL II OF VIII,
1. THE CONTRACTOR IS ADVISED TO READ THE VARIOUS GEOTECHNICAL REPORTS LISTED IN
1. ALL TRAFFIC CONTROL DEVICES USED ON THIS PROJECT SHALL CONFORM TO THE SPECIAL
Rx RADIUS (HORIZONTAL DIRECTION)
ALT. ALTERNATE
ALUMINUM
APPROX. APPROXIMATE
BOT BOTTOM
CONC. CONCRETE
COLUMNSCOL.
DRAWINGDWG.
DOWELS
EMB. EMBEDDMENT
EXP. EXPANSION
EXP. JT. EXPANSION JOINT
EXT. EXTERIOR
FL. FLOOR
FDN. FOUNDATION
NOM.
NAT. NATURAL
NOMINAL
R.D. ROOF DRAIN
T&B TOP AND BOTTOM
U.N.O. UNLESS NOTED OTHERWISE
H. J.U.L.I.E. (1-800-892-0123)
LONG LEG VERTICALLLV
2. ALL ELEVATIONS SHOWN ON THE PLANS REFER TO CHICAGO CITY DATUM (CCD)
FIBER FIBER OPTIC LINE
G GAS LINE
THE CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION.
UTILITIES, AND OTHER SITE FEATURES ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR
ANY SIGNIFICANT DISCREPANCIES THAT WILL INTERFERE WITH THE WORK.
THE CONTRACTING OFFICER REPRESENTATIVE SHALL DETERMINE MEASURES
AS MAY BE REQUIRED TO RESOLVE THE DISCREPANCY.
SHALL IMMEDIATELY REPORT TO THE CONTRACTING OFFICER’S REPRESENTATIVE
CONTRACTOR COORDINATION MEETINGS.
MWRDGC, AND OTHER CONTRACTORS AT THE SITE BY ATTENDING WEEKLY
THE CONTRACTOR SHALL COORDINATE ALL SITE WORK WITH THE GOVERNMENT,
FACILITIES WITHIN LIMITS OF CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLOOD PROTECTION OF
OF MWRDGC.
NOISE REQUIREMENTS ON OR OFF THE JOB SITE, INCLUDING REQUIREMENTS
WITH TRAFFIC SIGNAGE, PLACARDS, SPEED LIMITS, DIRT, DUST, LIGHT, AND
CONTRACTORS OPERATING AT THE SITE. THE CONTRACTOR SHALL COMPLY
2. THE CONTRACTOR WILL SHARE COMMON ACCESS ROADS WITH OTHER
OR NAVD88. 0.00 (CCD) = 579.19 FEET (NAVD88)
I. NGPL (KINDER MORGAN)
COMPLIANCE WITH RAILROAD CROSSINGS.
3. THE CONTRACTOR’S SITE TRAFFIC CONTROL PLAN SHALL INCLUDE
WITH RAILROAD CROSSINGS.
5. THE CONTRACTOR�S SITE TRAFFIC CONTROL PLAN SHALL INCLUDE COMPLIANCE
REQUIREMENTS OF MWRDGC.
NOISE CONTROL REQUIREMENTS ON OR OFF THE JOB SITE, INCLUDING
WITH TRAFFIC SIGNAGE, PLACARDS, SPEED LIMITS, DIRT, DUST, LIGHT, AND
CONTRACTORS OPERATING AT THE SITE. THE CONTRACTOR SHALL COMPLY
4. THE CONTRACTOR WILL SHARE COMMON ACCESS ROADS WITH OTHER
LEASEE’S OF MWRDGC PROPERTY
DITCHES, DRAINS, MANHOLES AND ALL OTHER UTILITIES DURING CONSTRUCTION.
G-002
SHOWN ON SH. NO. G-003.
5. FOR ACCESS TO SITE, SEE SHEET G-004.
SHEET TITLENUMBER NUMBER
SHEET SHEET REF
6. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING STRUCTURES,
7.
AFFECTING THE WORK.
THE CONTRACT CLAUSE 52-236-3, SITE INVESTIGATIONS AND CONDITIONS
THE CONTRACTOR SHALL INVESTIGATE THE SITE IN ACCORDANCE WITH
8.
9.
10.
OF MWRDGC AND ITS CONTRACTORS BEYOND LIMITS OF CONSTRUCTION.
THE CONTRACTOR SHALL NOT IMPACT OR IMPEDE SLUDGE DRYING OPERATIONS
A N
D G
E N
E R
A L N
O T
E S
S H
E E
T I
N D
E X L E
G E
N D
A B
B R
E V
IA
T
IO
N S
STATIONING SIGNAGE DETAILSC-50335
ROCK SUPPORT DETAILSC-50234
ROCK SUPPORT DETAILSC-50133
ROCK WALL ELEVATION STA. 1158+00 TO STA. 1161+00C-21932
ROCK WALL ELEVATION STA. 1155+00 TO STA. 1158+00C-21831
ROCK WALL ELEVATION STA. 1152+00 TO STA. 1155+00C-21730
ROCK WALL ELEVATION STA. 1149+00 TO STA. 1152+00C-21629
ROCK WALL ELEVATION STA. 1146+00 TO STA. 1149+00C-21528
ROCK WALL ELEVATION STA. 1142+00 TO STA. 1146+00C-21427
ROCK WALL ELEVATION STA. 1138+00 TO STA. 1142+00C-21326
ROCK WALL ELEVATION STA. 1135+00 TO STA. 1138+00C-21225
ROCK WALL ELEVATION STA. 1132+00 TO STA. 1135+00C-21124
ROCK WALL ELEVATION STA. 1129+00 TO STA. 1132+00C-21023
ROCK WALL ELEVATION STA. 1126+00 TO STA. 1129+00C-20922
ROCK WALL ELEVATION STA. 1123+00 TO STA. 1126+00C-20821
ROCK WALL ELEVATION STA. 1120+00 TO STA. 1123+00C-20720
ROCK WALL ELEVATION STA. 1117+00 TO STA. 1120+00C-20619
ROCK WALL ELEVATION STA. 1114+00 TO STA. 1117+00C-20518
ROCK WALL ELEVATION STA. 1111+00 TO STA. 1114+00C-20417
ROCK WALL ELEVATION STA. 1109+00 TO STA. 1111+00C-20316
ROCK WALL ELEVATION STA. 1107+00 TO STA. 1109+00C-20215
ROCK WALL ELEVATION STA. 1105+00 TO STA. 1107+00C-20114
PLAN AND PROFILE AND WORK LIMITSC-10113
BOREHOLE LOCATION PLANB-10212
BORING LEGENDB-10111
PROJECT SITE CONDITIONSG-01010
EXISTING SITE CONDITION PHOTOSG-00909
EXISTING SITE CONDITION PHOTOSG-00808
EXISTING SITE CONDITION PHOTOSG-00707
EXISTING SITE CONDITION PHOTOSG-00606
EXISTING SITE CONDITION PHOTOSG-00505
SITE PLAN, STORAGE, STAGING AND ACCESSG-00404
SURVEY CONTROL AND BENCHMARKSG-00303
SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTESG-00202
LOCATION AND VICINITY MAPG-00101
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US Army Corps
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G-003
N
NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
1.
2.
3.
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
NORTHING (Y) EASTING (X)
DESCRIPTION
ELEV. ELEV.
4.
GENERAL NOTES
BRASS DISK
OF 1983 (NAD83) U.S. FEET.
PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM
ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE
BRASS DISK
BRASS DISK
CCD
24.81
23.74
20.08599.27
602.93
604.00BLA 1
BLA 3
ASE 1
1854988.39 1116133.82
1122382.601864087.53
1123312.471865608.32
DATUM U.S. FEET.
ALL ELEVATIONS SHOWN ARE REFERENCED TO THE CHICAGO CITY
TO NGS MONUMENTS ME1716, ME1780, ME1788, AND AJ2798.
ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED
TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.
NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE
DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL
TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND
ENGINEERING, P.C. AND REPRESENTS CONDITIONS EXISTING AT THAT
JULY 2010 SURVEY PERFORMED BY AMERICAN SURVEYING &
THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A
1200 0 1200 2400
SCALE IN FEET
BLA 1
BLA 3
ASE 1
S U
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US Army Corps
U .S
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US Army Corps a u t o t im e
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TRUCK ACCESS ROUTE
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SCALE: N.T.S.
1.
2.
3. CONTRACTOR SHALL COOPERATE WITH MWRDGC’S CONSTRUCTION
CONTRACTORS WHO WILL ALSO BE WORKING WITHIN THE PROJECT
MWRDGC CONSTRUCTION MAINTENANCE AND OPERATION
TRAFFIC WILL ALSO BE USING THE DESIGNATED SITE ACCESS
ROUTE. CONTRACTOR SHALL TAKE FULL PRECAUTIONS
FOR SITE SAFETY. MWRDGC/LASMA TRAFFIC HAS ACCESS PRIORITY.
CONTRACTOR SITE ACCESS SHALL BE LIMITED TO THE
DESIGNATED ROUTES, UNLESS OTHERWISE APPROVED
NOTES:
WORK LIMITS AND SHALL COORDINATE AREAS OF WORK ACTIVITES
BY THE CONTRACTING OFFICER REPRESENTATIVE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING HIS
STORED MATERIALS FROM DAMAGE DUE TO STORM EVENTS
OR GROUNDWATER FLUCTUATIONS.
CONTRACTOR HAS RIGHT OF ACCESS IN THE PERFORMANCE
OF HIS WORK TO THE FOLLOWING LASMA LOCATIONS OUTSIDE
THE DESIGNATED WORK LIMITS AND SITE ACCESS ROUTE:
B. CHICAGO SANITARY AND SHIP CANAL DATUM POINT
C. DES PLAINES RIVER STAFF GAGE
A. BENCHMARK BLA-1, BLA-2, BLA-3
SITE ACCESS ROUTE
LEGEND
D E S
P L
A
IN
E R
D E S
P
L A
IN
E R
A N
A D
A N
A D
ASPHALT ACCESS ROAD
SITE ACCESS ROUTE
D E S
IG
N A T
E D
S
IT
C
C E
U T
E
MWRDGC/LASMA MAINTENANCE AREA
MWRDGC/LASMA VISITOR CENTER
C H
IC
A G
O
S
A N
IT
A
Y
D
S
IP
N A L
C H
IC
A G
O
S
A N
IT
A
Y
D
S
N A L
S E
W A
D
IS
P O S
A L
L
A G
O O
N S
IN
T E R S T
A T E
I-
IN
T E
R S T
A T E
I-
SEE DETAIL A
DETAIL A
USACE TRAILER LOCATION
(FOR REFERENCE ONLY)
NUMBERS (TYP)
FORMER LAGOON
CSX RAILROAD
ILLINOIS CENTRAL GOLF RAILROAD
MWRD RAILROAD
S T
A G
IN
G A
N D A
C C
E S
S S
IT
E P
L A
N S
T O
R A
G E
G-004
5.
6.
BY THE QUARRY OPERATOR.
THE CONTRACTOR MUST FOLLOW ALL SAFETY RESTRICTIONS AS DETERMINED
OCCURRING DAILY IN THE VICINITY OF THE STAGING AND WORK AREAS.
WITH MWRDGC’S CONTRACTORS. BLASTING WILL BE
I-294
ANY ACCESS REQUIRED FOR THE USE OF RAMP 10.
CONTRACT. THE CONTRACTOR SHALL COORDINATE WITH COR FOR
ANY TEMPORARY RAMPS MUST BE REMOVED PRIOR TO COMPLETION OF THE
MWRD AND MAY NOT IMPACT EXISTING CONSTRUCTION OR MINING OPERATIONS.
IF ANY TEMPORARY RAMPS ARE NECESSARY, THEY MUST BE APPROVD BY
UNDER I-294
ACCESS ROAD CROSSES
ACCESS ROAD
FROM LaGRANGE ROAD
ACCESS/ENTRANCE
WORK AREA
RAMP 10 LOCATION
CANAL SIDE RAMP LOCATION
(APPROX. 60’x90’)
AREA
STAGING & STORAGE
CONTRACTOR
S O
L
IC
IT
A T
IO
N N
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F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
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
C O
N T
R A
C T N
O
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C H
IC
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O D
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T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
M C
R S
Y P
S
G -0
.d g n c p w w o rk in g \d m s \M
C
R S
Y P
S
G -0
.d g n
SHEET OF
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
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E D
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C R
IP
T
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N M
A R
K T
R A
C K
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G N
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N D
A T
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A R
K
J O
H N G
R O
B O
S K I, P .E
/7 /1
C O
N -0
-B -N
U M
B
M R -P -6
/2
S T
A G
E
B R
O C
K W
A L L S
T A
B
IL
IZ
A T
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N P
S M c C
O O
K R
E S
E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
G-005
P H
O T
O S
E X
IS
T
IN
G S
IT
E C
O N
D
IT
IO
N
ARROWS INDICATE DIRECTION OF VIEW IN PHOTO
NOTE:
S O
L
IC
IT
A T
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N N
O
F
IL
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D W
N B
Y
C K
D B
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D E
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IG
N E
D B
Y
D
2 3
C
4 5
A
B
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
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A T
E
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C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
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/1
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Y P
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G -0
.d g n c p w w o rk in g \d m s \M
C
R S
Y P
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G -0
.d g n
SHEET OF
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
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C R
IP
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N M
A R
K T
R A
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A R
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H N G
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S K I, P .E
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B
M R -P -6
/2
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A G
E
B R
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A L L S
T A
B
IL
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N P
S M c C
O O
K R
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E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
G-006
P H
O T
O S
E X
IS
T
IN
G S
IT
E C
O N
D
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IO
N
S O
L
IC
IT
A T
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N N
O
F
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A M
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D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D
2 3
C
4 5
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F
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S U
B M
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D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
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N T
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C H
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O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
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/1
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Y P
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G -0
.d g n c p w w o rk in g \d m s \M
C
R S
Y P
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G -0
.d g n
SHEET OF
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
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N D
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C R
IP
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N M
A R
K T
R A
C K
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A R
K
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H N G
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B O
S K I, P .E
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N -0
-B -N
U M
B
M R -P -6
/2
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A G
E
B R
O C
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A L L S
T A
B
IL
IZ
A T
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N P
S M c C
O O
K R
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E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
G-007
P H
O T
O S
E X
IS
T
IN
G S
IT
E C
O N
D
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IO
N
S O
L
IC
IT
A T
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N N
O
F
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A M
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D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
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
C O
N T
R A
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C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
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O
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/1
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Y P
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G -0
.d g n c p w w o rk in g \d m s \M
C
R S
Y P
S
G -0
.d g n
SHEET OF
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
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E S
C R
IP
T
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N M
A R
K T
R A
C K
IN
G N
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N D
A T
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A R
K
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H N G
R O
B O
S K I, P .E
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N -0
-B -N
U M
B
M R -P -6
/2
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A G
E
B R
O C
K W
A L L S
T A
B
IL
IZ
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N P
S M c C
O O
K R
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E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
G-008
P H
O T
O S
E X
IS
T
IN
G S
IT
E C
O N
D
IT
IO
N
S O
L
IC
IT
A T
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N N
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F
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A M
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D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
F
IL
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U M
B E
R
S
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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
C O
N T
R A
C T N
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C H
IC
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O D
IS
T R
IC
T
C H
IC
A G
O
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L
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/1
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R S
Y P
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G -0
.d g n c p w w o rk in g \d m s \M
C
R S
Y P
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G -0
.d g n
SHEET OF
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 D
E S
C R
IP
T
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N M
A R
K T
R A
C K
IN
G N
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N D
A T
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A R
K
J O
H N G
R O
B O
S K I, P .E
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N -0
-B -N
U M
B
M R -P -6
/2
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A G
E
B R
O C
K W
A L L S
T A
B
IL
IZ
A T
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N P
S M c C
O O
K R
E S
E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
G-009
P H
O T
O S
E X
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T
IN
G S
IT
E C
O N
D
IT
IO
N
S O
L
IC
IT
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N N
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F
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D W
N B
Y
C K
D B
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D E
S
IG
N E
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D
2 3
C
4 5
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F
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B M
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D B
Y
P L
O T S
C A
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C H
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L
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/1
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Y P
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G -0
.d g n c p w w o rk in g \d m s \M
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R S
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G -0
.d g n
SHEET OF
D E
S C
R
IP
T
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N M
A R
K T
R A
C K
IN
G N
O
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T
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N D
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C R
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V O
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A S S
H O
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B E
R T G P
A L
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H P .E
D R
S W
P -1
-R -0
G-010
RAMP 10
HAUL TUNNEL LOCATION
MINING HAUL RAMP
ACCESS TO ROCK BENCH
ACCESS TO ROCK BENCH
LOCATION
CANAL SIDE RAMP
P R
O J E
C T S
IT
E C
O N
D
IT
IO
N S
MINING DEWATERING POND
S O
L
IC
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A T
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N N
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F
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Y
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D B
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2 3
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F
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S U
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D B
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C H
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IC
T
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L
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G -0
.d g n c p w w o rk in g \d m s \M
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G -0
.d g n
SHEET OF
D E
S C
R
IP
T
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N M
A R
K T
R A
C K
IN
G N
O
A C
T
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N D
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E S
C R
IP
T
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N M
A R
K T
R A
C K
IN
G N
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A T
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A R
K
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H N G
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S K I, P .E
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N -0
-B -N
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B
M R -P -6
/2
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A G
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B R
O C
K W
A L L S
T A
B
IL
IZ
A T
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N P
S M c C
O O
K R
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E R
V O
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A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
Parting
Band
Thin Bed
Medium Bed
Thick Bed
Massive
< 0.02’
0.02’ - 0.2’
0.2’ - 0.5’
0.5’ - 1.0’
1.0’ - 2.0’
> 2.0’
TERMS FOR THICKNESS
OF BEDDING
Very soft or plastic
Soft
Moderately hard
Can be indented easily with thumb
Can be scratched with fingernail
Can be scratched easily with knife;
cannot be scratched with fingernail
Hard
Very hard
Difficult to scratch with knife
Cannot be scratched with knife
SCALE OF HARDNESS
TERMS FOR HARDNESS OF BEDROCK
DESCRIPTION
LEGEND FOR BORING TYPE
SHOWN ON EXPLORATION PLANS
Standard Penetration & Cored
DESCRIPTIONSYMBOL
Auger Hole
Standard Penetration
Vertical Core Hole
Angle Core Hole
Cone Penetrometer
Observation Well Installation
Bore Hole with Piezometer or
Resonant Sonic Boring and if sticky, the specimen should be spread out in a thin layer and allowed to lose some moisture by evaporation. Then the specimen is rolled out by hand on a smooth surface or between the palms into a thread about one-eighth inch in diameter. The thread is then folded and rolled repeatedly. During the manipulation the moisture content is gradually reduced is reached.
continued until the lump crumbles.
the more potent is the colloidal clay fraction in the soil. Weakness of the thread at the plastic limit and quick loss of coherence of the lump below the plastic limit indicate either which occur below the A-line.
Highly organic clays have a very weak and spongy feel at the plastic limit.
After removing particles larger than the No. 40 sieve size, a specimen of soil about one-halfAfter removing particles larger then No. 40 sieve size, prepare a pat of water if necessary to make the soil soft but not sticky.
Place the pat in the open palm of one hand and shake horizontally, reaction consists of the appearance of water on the surface of the pat sample is squeezed between the fingers, the water and gloss disappear from the surface, the pat stiffens, and finally it cracks or crumbles.
The rapidity of appearance of water during shaking and of its disap-pearance during squeezing assist in identifying the character of the fines in a soil.
Very fine clean sands give the quickest and most distinct reaction striking vigorously against the other hand several times. A positive which changes to a livery consistency and becomes glossy. When the whereas a plastic clay has no reaction. Inorganic silts, such as a typical
(1) Boundary classifications. Soils possessing characteristics of two groups are designated by combinations of group symbols. For example GW-GC, well-graded gravel-sand mixture with clay binder.
FIELD IDENTIFICATION PROCEDURES FOR FINE-GRAINED SOIL OR FRACTIONS
crumbling between the fingers. This strength is a measure contained in the soil. The dry strength increases with of the character and quantity of the colloidal fraction
After removing particles larger than No. 40 sieve size, mold a necessary. Allow the pat to dry completely by oven, sun, strength. Silty fine sands and silts have about the same slight dry strength, but can be distinguished by the feel when powdering the dried specimen. Fine sand feels gritty feel of flour.
High dry strength is characteristic for clays of the CH group.
A typical inorganic silt possesses only very slight dry whereas a typical silt has the smooth
GW
GP
GM
GC
SW
SP
SM
SC
Well-graded gravels, gravel-sand mixtures, little or no fines.
Poorly-graded gravels, gravel-sand mixtures, little or no fines.
Clayey gravels, gravel-sand-clay mixtures
Well-graded sands, gravelly sands, little or no fines.
Poorly-graded sands, gravelly sands, little or no fines.
Silty sands, sand-silt mixtures.
Clayey sands, sand-clay mixtures.
Typical Names Group
Symbols Major Divisions
1 2 3 4
C o a r s e g r a in e d
S o il s
S a n d s
G r a v e ls
M o r e t h a n h a lf o f c o a r s e f r a c t io n M o r e t h a n h a lf o f c o a r s e f r a c t io n
F o r v is u a l c la s s if ic a t io n t h e in s iz e m a y b e u s e d a s e q u iv a le n t t o
C le n r a v e ls
L it t le o r n o f in e s
G r a v ls w it h
F in e s
A p p r e c ia b le a m o u n t o f f in e s
C le a n
S a n d s
L it t le o f in e s
S a n d s w it h
F in e s
A p p r e c ia b le a m o u n t o f f in e s
Field Identification Procedures
(Excluding particles larger than 3 inches and basing fractions on estimated weights)
Wide range in grain sizes and substantial amounts
Predominantly one size or a range of sizes with some intermediate sizes missing
Nonplastic fines or fines with low plasticity (for
Plastic fines (for identification procedures see CL below)
Wide range in grain size and substantial amounts
Predominantly one size or a range of sizes with some intermediate sizes missing
Nonplastic fines or fines with low plasticity (for
Plastic fines (for identification procedures see
CL below).
Identification Procedures on Fraction Smaller than NO. 40 Sieve Size identification procedures see ML below).
of all intermediate particle sizes.
identification procedures see ML below).
of all intermediate particle sizes
Silty gravels, gravel-sand-silt mixtures
Information Required for
Describing Soils
For undisturbed soils add information on drainage characteristics and hardness of the coarse grains;
pertinent descriptive information, Example:
cementation, moisture conditions and local or geologic name and other and symbol in parentheses.
angular gravel particles 1/2-inch well-compacted and moist in place;
alluvial sand; (SM).
maximum size; rounded and subangular
Give typical name; indicate approximate stratification, degree of compactness percentages of sand and gravel, max.
Silty sand, gravelly; about 20% hard, sand grains coarse to fine; about 15% size, angularity, surface condition, D e t e r m in e p e r c e n t a g e s o f g r a v e l a n d s a n d f r g a in s iz e c u r v e s ie v e s iz e c o a r s e g r a in e d s o il s a r e c la s s if ie d a s f o ll o w s
L e s s t h a n
M o r e t h a n t o
G W
G P
S W
S P
G M
G C
S M
S C
B o r d e r li n e c a s e s r e q u ir in g u s e o f d u a l s y m b o ls
U s e g r a in s iz e c u r v e in id e n t if y in g t h e f r a c t io n s a s g iv e n u n d e r f ie ld id e n t if ic a t io n
Laboratory Classification
Criteria
Atterberg limits above "A" line with PI greater than 7
Atterberg limits below "A" line Limits plotting in hatched zone with
PI between 4 and 7 are borderline cases requiring use of dual symbols.
or PI less than 4
Not meeting all gradation requirements for SW x10
D
D
D60 u
D C =
D
Cc Between 1 and 3
Atterberg limits below "A" line or PI less than 4
Atterberg limits above "A" line with PI greater than 7
Not meeting all gradation requirements for GW
Above "A" line with
PI between 4 and 7 are borderline cases requiring use of dual symbols.
x10
D
D
D60 u
D C = Greater than 6
D
Cc Between 1 and 3
Greater than 4
0 10 20 30 40 50 60 70 80 90 100
CL-ML
CL
CH
OH
MH
ML
Toughness and Dry Strength Increase with Increasing Plasticity Index
A- Lin e
P L
A S
T
IC
IT
Y
IN
D E
X
LIQUID LIMIT
PLASTICITY CHART
For laboratory classification of fine-grained soils
Comparing Soils at Equal Liquid Limit
Dry Strength
(Crushing characteristics)
Dilatancy
(Reaction to shaking)
Toughness
(Consistency near PL)
None to slight Quick to slow None
Medium to high None to very slow Medium
Slight to medium Slow Slight
Slight to medium Slow to none Slight to medium
High to very high None High
None to very slow Slight to medium
Readily identified by color, odor, spongy feel and frequently by fibrous texture.
Example:
For undisturbed soils add information on structure, stratification, consistency in undisturbed and remolded states, moisture and drainage condition.
character of plasticity, amount and maximum size of coarse grains, color geologic name, and other pertinent in parentheses.
in wet condition, odor if any, local or small percentage of fine sand, Give typical name, indicate degree and descriptive information, and symbol
Clayey silt, brown, slightly plastic, numerous vertical root holes, firm and dry in place, loess, (ML).
F in e g r a in e d
S o il s
S il t s a la y s
L iq u id li m it g r e a t e r t h a n
ML
CL
OL
MH
CH
OH
PtHighly Organic Soils Peat and other highly organic soils.
Organic clays of medium to high plasticity organic silts.
Organic silts and organic silty clays of low plasticity.
Inorganic clays of low to medium plasticity, or lean clays.
clayey silts with slight plasticity.
Medium to high
Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or
Organic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts.
Inorganic clays of high plasticity, fat clays.
gravelly clays, sandy clays, silty clays, S il t s a la y s
L iq u id li m it le s s t h a n
U N I F I E D S O I L C L A S S I F I C A T I O N (Including Identification and Description)
M o r e t h a n h a lf f t e r ia l is la r g e r t h s ie v e s iz e is la r g e r t h s ie v e s iz e is s m a ll e r t h s ie v e s iz e t h s ie v e s iz e
M o r e t h a n h a lf f t e r ia l is s m a ll e r t h s ie v e s iz e
T h s ie v e s iz e is a b o u t t h e s m a ll e s t p a r t ic le v is ib le t o t h e n a k e d e y e
D e p e n d in g o n p e r c e n t a g e o f f in e s f r a c t io n s m a ll e r t h nonplastic fines with low dry strength;
moist soil with a volume of about one-half cubic inch. Add enough rock flour, show a moderately quick reaction.
DILATANCY (Reaction to shaking)
DRY STRENGTH (Crushing characteristics) screening is not intended, simply remove by hand the coarse particles that interfere with the tests.
pat of soil to the consistency of putty, adding water if or air drying, and then test its strength by breaking and
These procedures are to be performed on the minus No. 40 sieve size particles, approximately in. For field classification purposes
After the thread crumbles, the pieces should be lumped together and a slight kneading action inorganic clay of low plasticity, or materials such as kaolin-type clays and organic clays and the specimen stiffens, finally loses its plasticity, and crumbles when the plastic limit inch cube in size, is molded to the consistency of putty. If too dry, water must be added
TOUGHNESS (Consistency near plastic limit)
(2) All sieve sizes on this chart are U.S. standard.
increasiny plasticity.
(BORING NUMBER)
(BORING LOCATION)
LB-101-98
(PROJ. 30’ NW)
NOTE:
LEGEND
(ROCK QUALITY DESIGNATION, %)
G =2.84 166.4
93 11,920
(12/9/98)
-325.0 FINAL ELEV.(CCD)
(DENOTES OVERBURDEN)
-5
E 634501
N 1860810
MEASURED BY ASTM D 2938)
STRENGTH (PSI) AS
(UNCONFINED COMPRESSIVE
GRAVITY)
(DENOTES SPECIFIC
DENSITY, PCF)
(DENOTES WET
SI=0.0242
SD=99.25
BD=1,000
(SWELLING INDEX, ASTM D 4546)
ASTM D 4644)
(SLAKE DURABILITY, 2ND CYCLE %
ASTM D 3967)
(BRAZILIAN DISK TENSILE, PSI
(YOUNG’S MODULUS, PSI)
(BULK MODULUS, PSI
(SHEAR MODULUS, PSI)
(POISSON’S RATIO)
B ó
=6,739,465
=4,314,444
=2,718,283
=0.2397
PROFILE)
PROJECTED ONTO
(DISTANCE BORING
AFTER DRILLING)
READING, 24 HOURS
(DATE OF WATER LEVEL
PROVIDED AS EXAMPLE ONLY
DATA IS NOT FOR LB-101-98,
L=20.0 k=1x10
(LUGEON VALUE)
CM/SEC)
(HYDRAULIC CONDUCTIVITY,
B O
R
IN
G L
E G
E N
D accum at accumulated
A B B R E V I A T I O N S sd sdy sh shy si sis siy sl slcs slick sml sand sandy shale shaly silt siltstone silty slight, slightly siliceous slickenside small scat scattered ln lo ls lt med mic min mod mot mss mst mtl mtx nod
NR
num
OB
occ ool op org lense loose limestone light medium micaceous mineralized, -ization moderate, moderately mottling, mottled massive moist material matrix nodule no recovery numerous overburden (unclassified) occasional, -ally oolite, oolitic open,opened organic part pbl petro
PI
pit
PL
pl pla pln pwdr prob pt
PT
ptg qtz rec partially pebble petroleum, petroliferous plasticity index pit, pitted, pitting plastic limit plastic platy plane powder, powdered probable, probably paper-thin pressure test parting quartz recovered
LL liquid limit el est excl extr f fe fld fm fos frac frag fri fsl gen glau gr gra grad grn grt gvl gyp elevation estimate,-ed excluding extremely fine, finely iron filled formation fossil, fossiliferous fracture fragment friable fissle generally glauconite, -itic gray grain, grained gradational green grout gravel, gravelly gypsum h/a hd hem hld hor imbdd incl intbdd intlam irr jt l/a lam
LC
LDW
lea lg lig lim high angle hard hematite healed horizontal imbedded including interbed, interbedded interlaminated irregular, irregularly joint low angle lamina, -ae, -ated lost core lost drill water leached large lignitic limonite
DWR drill water retained drv drive bky bl bld
BOH
blocky black boulder bottom of hole br brec brk c cal calc brown brecciated broken coarse calcite calcareous carb cav cbl
CD
cem
CH
cht circl cl cly cmtd col conc congl crm d dis dk dmp dol carbonaceous cavity cobble corrected depth cement core in hole chert circulation clay clayey cemented columnar concrete conglomerate crumbly dense disseminated dark damp dolomite, dolomitic drl drilling
BK back alt ang approx argil bbl bdd bdr bifur angular alternating approximate, -mately argillaceous barrel bedded, bedding bedrock bifurcating
AH ahead rk rnd
RQD
sat rock round rock quality designation saturated
REF refusal so soln soft solution, -tioned, -tioning ss st stf strg styl stylc sur ti
TR
sandstone stain, -ed, -ing stiff stringer stylolite stylolitic surface tight top of rock tr
UL
unacct var v vert vgy w/ wea wht
WL
WT
x-bdd xl xln yel trace unaccountable loss unaccountable variable very vertical vuggy with weathered white water level water table cross-bedded crystal crystalline yellow
SPT std. penetration test smpl sample
* When using as the plural form add "s"
BE DETERMINED BY SEPARATE OBSERVATIONS. WATER LEVEL READINGS WERE NOT TAKEN ON EVERY
HOLE FOR VARIOUS REASONS. THE ABSENCE OF A READING DOES NOT INDICATE THE ABSENCE OF
SOME OF THE EXPLORATORY BORINGS ARE PROJECTED ON THE SOIL AND ROCK PROFILES.
GENERAL NOTES
FOR DISTANCES, SEE PLANS OF EXPLORATION.
ACTUAL LEVEL OF GROUNDWATER ON ANY DATE OTHER THAN THAT SHOWN ON THE LOGS MUST
"DRILLING REFUSAL" IS DEFINED AS THE POINT BEYOND WHICH FURTHER PENETRATION IS
IMPRACTICABLE WITH THE EXPLORATION METHOD USED.
SOILS NOT CLASSIFIED OR OTHERWISE DIFFERENTIATED OVERLYING TOP OF ROCK IS DENOTED
AS "OVERBURDEN."
WHICH SHOULD HAVE BEEN RECOVERED AND EXPRESSED AS A PERCENTAGE.
RECOVERED OVER 4 INCHES IN LENGTH ARE ADDED THEN DIVIDED BY THE TOTAL LENGTH OF CORE
GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND POOL STAGES, THEREFORE
GROUNDWATER.
RQD IS A MEASURE OF THE ROCK QUALITY AS DEFINED BY DR. DAN DEERE. ALL LENGTHS OF CORE
WATER ELEVATIONS INDICATED ON BORING LOGS MAY HAVE BEEN INFLUENCED BY DRILLING FLUID
WATER ELEVATION.
OR AN INSUFFICIENT PASSAGE OF TIME TO PERMIT BORING TO REFLECT ACTUAL GROUND
ALL ELEVATIONS ARE IN FEET AND REFER CHICAGO CITY DATUM (CCD).
TOP OF ROCK ELEVATION MAY VARY LOCALLY.
2.
3.
4.
5.
6.
7.
8.
9.
DRILLING INFORMATION.
BORING LOGS FOR THIS WORK ARE INCLUDED IN SPECIFICATIONS SECTON 00 31 32.00 01 SUBSURFACE1.
"SPLITSPOON REFUSAL" IS DEFINED AS A BLOW COUNT GREATER THAN 50 BLOWS-PER-HALF FOOT
OF TOOL ADVANCEMENT WHEN CONDUCTING STANDARD PENETRATION DRILLING.
ENGINEERING PURPOSES", L. KIRKALDIE, ED., ASTM 1984.
2. DEERE, D.U., AND DEERE, D.W. 1988. "THE ROCK QUALITY DESIGNATION (RQD) INDEXING PRACTICE FOR
U.S. SYMP. ROCK MECH., AIME, NEW YORK, PP. 237 - 302.
1. DEERE ET AL (1967). "DESIGN OF SURFACE AND NEAR SURFACE CONSTRUCTION IN ROCK", PROC, 8TH
REFERENCES:
B-101
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
2 3
C
4 5
A
B
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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D of Engineers
US Army Corps auto _tim e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
M C
R S
Y P
S
B -1
.d g n c p w w o rk in g \d m s \M
C
R S
Y P
S
B -1
.d g n
SHEET OF
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 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
A R
K
J O
H N G
R O
B O
S K I, P .E
/7 /1
C O
N -0
-B -N
U M
B
M R -P -6
/2
S T
A G
E
B R
O C
K W
A L L S
T A
B
IL
IZ
A T
IO
N P
S M c C
O O
K R
E S
E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
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
2 3
C
4 5
A
B
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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D of Engineers
US Army Corps auto_time
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
M C
R S
Y P
S
B -1
.d g n c p w w o rk in g \d m s \M
C
R S
Y P
S
B -1
.d g n
SHEET OF
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 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
A R
K
J O
H N G
R O
B O
S K I, P .E
/7 /1
C O
N -0
-B -N
U M
B
M R -P -6
/2
S T
A G
E
B R
O C
K W
A L L S
T A
B
IL
IZ
A T
IO
N P
S M c C
O O
K R
E S
E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
LB-105-98
LB-102-98
LB-101-98
LB-107-98
LB-104-98
LB-103-98
STS-B-1
STS-B-4
STS-B-5
LB-110-98
LB-111-98
LB-106-98
JO
LI
ET
RD.
I.
C .G
.R
D E S
P
L A
IN
E R
S T E
V E
N S
O N
E X P
R E S S
W A
Y
67TH ST.
LB-118-98
LB-104A-98
LB-117-98
LB-115-98
LB-114-98
LB-113-98
LB-103A-98
LB-116-98
LB-112-98
STS-B-119A
STS-B-119
STS-B-101A
STS-B-101
STS-B-102
STS-B-103
STS-B-103A
STS-B-104
STS-B-105
STS-B-106
STS-B-105A
STS-B-107
STS-B-107A
TSC-B-8
TSC-B-20A
TSC-B-19A
TSC-B-18A
TSC-B-17A
TSC-B-9
TSC-B-16A
TSC-B-15A
TSC-B-14A
TSC-B-13A
TSC-B-12A
TSC-B-10
TSC-B-11A
TSC-B-10A
TSC-B-11
TSC-B-9A
TSC-B-8A
TSC-B-6A
TSC-B-12
TSC-B-5A
TSC-B-4A
TSC-B-3A
TSC-B-2A
TSC-B-1A
TSC-B-7A
S A
N
IT
A R
Y
S
N A L
STS-B-104A
STS-B-104B
LAGOON 2
LAGOON 1
LAGOON 3
LAGOON 4
LAGOON 5
LAGOON 6
LAGOON 7
LAGOON 8
LAGOON 9
LAGOON 10
LAGOON 16
CUT-OFF WALL
LB-104B-99
LB-115A-99
LAGOON 17
LAGOON 18
TP3-2-98
TP3-1-98
TP10-1-98
TP10-2-98
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
A A
C C
B B
+0
+0
+0
+0
IL
L
IN
IS
N T
R
U
F
C
X
SECTION
TEST
C H
IC
A G
O
STS-B-2
LB-108-98
D
P
A
IN
E R
D
P
A
IN
E R
SEECO-B-50
LB-111-98
TSC-B-7A
STS-B-119
TP10-2-98
ACCESS SHAFT 8
N
PLATFORM
*UNDER WORK
BACKFILL
*UNDER
TRANSDUCER
*PACKED W/
PREVIOUS INVESTIGATIONS
BOREHOLE COMPLETED BY OTHERS DURING
BOREHOLE COMPLETED BY
PATRICK ENGINEERING INC., 1998
PATRICK ENGINEERING INC., 1998
APPROXIMATE LOCATION OF TEST
PIT COMPLETED BY
LEGEND:
LAGOON 19
LAGOON 20
LAGOON 21
LAGOON 22
LAGOON 23
NOTES:
1.
2.
S T
A G
E
S T
A G
E
2 INCLUDED IN SPECIFICATION SECTION 00 31 32.00 01.
LOGS FOR BOREHOLES LOCATED WITHIN STAGE 1 AREA ARE
AT USACE OFFICE FOR INSPECTION.
LOGS FOR BOREHOLES LOCATED IN STAGE 2 AREA ARE AVAILABLE
SEECO-B-61
SEECO-B-62
SEECO-B-68
SEECO-B-77
SEECO-B-78
SEECO-B-81
SEECO-B-82
SEECO-B-48
SEECO-B-57
SEECO-B-65
SEECO-B-66
SEECO-B-74
SEECO-B-80
SEECO-B-83
SEECO-B-79
SEECO-B-82 BOREHOLE COMPLETED BY SEECO 2001
B O
R E
H O
L E L
O C
A T
IO
N P
L A
N
SCALE: 1" = 400’
400’400’
B-102
N 1,864,111.73
E 1,121,996.03
D
D
Office Shop Concrete Pad
ComEd
NORTH FACE OF GABION WALL
D
D
D
D
D
D D
D
1131+00
1132+00
1133+0
1134+00
1165+00
1166+00
1167+00
1168+00
1169+00
1170+00
1171+00
1172+00
1103+00
S O
L
IC
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A T
IO
N N
O
F
IL
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A M
E
D W
N B
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C K
D B
Y
D E
S
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N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
S
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S U
B M
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T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D of Engineers
US Army Corps a u t o t im e
Chicago District
C H
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T R
IC
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C H
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O
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C -1
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R R
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C -1
.d g n
SHEET OF
D E
S C
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N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
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N M
A R
K T
R A
C K
IN
G N
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A C
T
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N D
A T
E
A
K
J
H N G
R O
B O
S K I, P .E
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C O
N -0
-B -N
U M
B
M R -P -6
/2
S T
A G
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B R
O C
K W
A L L S
T A
B
IL
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A T
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N P
S M c C
O O
K R
E S
E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
EL. -283
EL. -30 +/-
EL. -204
WIER CREST
EL. -200
WEIR LIP
EL. -30 +/-
EL. -284
PROPOSED RESERVOIR LONGITUDINAL SECTION A-A
RAMP @ 10%
RESERVOIR
AROUND ENTIRE
APPROX 25’ WIDE BENCH FUTURE
FUTURE
FUTURE R
AMP @ 10
(FUTURE)
TUNNEL WITH FLAP GATE
1 - 11.5 ’ DIA. CONNECTING
ROCK FACE
EXISTING
FUTURE RAMP @ 10%
C-101
600’0 300’
SCALE:1"=300’
NN
A
MINING LINE
FLOOR ELEV. -284
STAGE 1
600’0 300’
SCALE:1"=300’
A
300’0 150’
SCALE:1"=150’
HORIZONTAL
VERTICAL
WL02
WL01
WL08
WL07
WL06
WL05
WL04
WL03
1120467.29WL08 1861482.16
1119739.16WL07 1861966.18
1119831.96WL06 1862200.01
WL05 1862338.89 1119814.24
1120117.96WL04 1862770.38
1121340.12WL03 1863740.99
1121812.34WL02 1864251.71
1122184.97WL01 1863995.11
POINT NORTHING EASTING
WORK LIMITS
(NOT INCLUDED)
FLOOR ELEV. -283
STAGE 2
EL. -283
STAGE 2
STAGE 1
A N
D W
O R
K L
IM
IT
S
P L
A N A
N D P
R O
F
IL
E
OPTION 2 STA 1131+65 TO 1134+20
OPTION 1 STA 1100+00 TO 1131+65
BASE STA 1134+20 TO 1164+00
MESH IS PLANNED TO BE INSTALLED.
THE BASE OF THE ROCK WALL BELOW AREAS WHERE
OF THE RESERVOIR. THIS LINE IS LOCATED AT
THE EDGE OF THE MINING HAUL RAMP INTO STAGE 1
HDPE STORMWATER DISCHARGE PIPE LOCATED ALONG
CONTRACTOR SHALL PROTECT IN PLACE EXISTING
NOTE:
1160 1861856.72 1120682.89
1155 1862269.80 1120964.59
1150 1862683.57 1121244.09
1145 1863088.74 1121536.90
1140 1863497.52 1121824.34
1135 1863911.25 1122103.04
1134 1863981.46 1122074.47
1131 1864132.86 1121822.12
1121739.691130 1864117.29
1125 1863747.29 1121403.73
1121027.661120 1863418.78
1120629.741115 1863116.31
1120232.441110 1862812.58
1119864.301104 1862341.62
SIGN NORTHING EASTING
SIGN LOCATIONS
FUTURE RAMP
TO CURRENT FLOOR ELEVATION
EXISTING MINING HAUL RAMP
FUTURE RAMP
RESERVOIR PLAN
(NOT EXCAVATED)
TO CURRENT FLOOR ELEVATION
EXISTING MINING HAUL RAMP
THIS AREA.
FOR ANY CONSTRUCTION OPERATIONS IN
VULCAN MATERIALS (QUARRY OPERATOR)
CONTRACTOR MUST COORDINATE WITH
ALL OF STAGE 1 IS A WORKING QUARRY.
NOTE:
ROCK JOINT CONDITIONS
BE MODIFIED BASED ON
ALIGNMENT OF WEIR FACE MAY
FUTURE WEIR CREST -204
EXISTING RAMP 10
(EST. COMPLETION DEC 2012)
FUTURE CANAL SIDE RAMP
EXISTING GABION WALL
1105+00 1106+00 1107+00
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D
2 3
C
4 5
A
B
D A
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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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D of Engineers
US Army Corps au to
_t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
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C H
IC
A G
O
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L
IN
O
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/1
/2
M C
R R
Y P
S
C -2
.d g n c p w w o rk in g \d m s \M
C
R R
Y P
S
C -2
.d g n
SHEET OF
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
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C R
IP
T
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N M
A R
K T
R A
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IN
G N
O
A C
T
IO
N D
A T
E
A R
K
J O
H N G
R O
B O
S K I, P .E
/7 /1
C O
N -0
-B -N
U M
B
M R -P -6
/2
S T
A G
E
B R
O C
K W
A L L S
T A
B
IL
IZ
A T
IO
N P
S M c C
O O
K R
E S
E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
C-201
S T
A T
O S
T A
R O
C K W
A L L E
L E
V A
T
IO
N
LEGEND
TIGHT, NO FILL
N48E/85NW
J1105+35.00
RUBBLE PILE
FULL CASTS BEHIND WEDGE
1-3 FT. OVERHANGS WITH
CLAY FILLED
GREEN
TIGHT-3�,
N51W/89SE
J1105+82.05
1-3�
GREEN CLAY FILLED BEDS
CLAY FILLED VUGS 1-2 FT.
WALL STRIKE APPROX. N42E
SEEP
DISPLACEMENT
DIRECTION INTO WALL
ARROW DENOTES PLUNGE
SUB-PARALLEL JOINT
PERPENDICULAR TO WALL
STRIKE ROUGHLY
ORTHOGONAL JOINT
SPOT DOWELS
MECHANICAL SCALING
N35E
J1106+15.12
CLAY FILLED
3� GREEN
N50W/90
J1106+24.00
TIGHT
N35E/85NW
J1106+53.15
0.5�, NO FILL
N35E/84SW
J1106+50.25
WALL STIKE APPROX. N34E
1 FT. OFFSET
CLAY FILLED
6� GREEN
N40W/81SE
J1106+60.00
CLAY FILLED
3� GREEN
N30W/89SW
J11060+55.00
TIGHT
N37W/85SW
J1106+91.00
3� OFFSET
1-2�
GREEN CLAY BEDS
1. ELEVATIONS, STATIONING, DEPTHS, AND LOCATIONS OF FEATURES ARE APPROXIMATE.
NOTES:
10 FT EMBEDMENT
2 - #8 ROCK DOWELS
APPROX DEPTH (FT)
1107+00 1108+00 1109+00
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
2 3
C
4 5
A
B
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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D of Engineers
US Army Corps au to
_t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
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L
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/1
/2
M C
R R
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C -2
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R R
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C -2
.d g n
SHEET OF
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N M
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IN
G N
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N D
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N M
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N D
A T
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A R
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J O
H N G
R O
B O
S K I, P .E
/7 /1
C O
N -0
-B -N
U M
B
M R -P -6
/2
S T
A G
E
B R
O C
K W
A L L S
T A
B
IL
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N P
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V O
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A S S
H O
W N
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B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
C-202
LEGEND
SEEP
DISPLACEMENT
DIRECTION INTO WALL
ARROW DENOTES PLUNGE
SUB-PARALLEL JOINT
PERPENDICULAR TO WALL
STRIKE ROUGHLY
ORTHOGONAL JOINT
SPOT DOWELS
MECHANICAL SCALING
1. ELEVATIONS, STATIONING, DEPTHS, AND LOCATIONS OF FEATURES ARE APPROXIMATE.
NOTES:
S T
A T
O S
T A
R O
C K W
A L L E
L E
V A
T
IO
N
N35E/85NW
J1107+05.15
RUBBLE PILE
CHERT BEDS 1-2�
GREEN CLAY BEDS 1-2�
GREEN CLAY FILLED
TIGHT-3� APERTURE
N40W/90
J1107+42.00
N35E/85SW
J1107+65.12
CHERT BEDS 1-2�
N40E/85NW (APPROX.)
SEEP, DRIPPING
NE SET
0.5�, NO FILL
N45W/90
J1108+48.00
WET
CLAY FILLED
6� GREEN
N45W/90
J1108+57.00
TIGHT
N45W/85SE
J1108+51.00
N10W/57NE (APPROX.)
N45W/90 (APPROX.)
J1108+59.00
CLAY FILLED
1� GREEN
N45W/90
J1108+95.00
SURFACE RUNOFF, FLOWING
DISPLACEMENT
6� HORIZONTAL
10 FT EMBEDMENT
5 - #8 ROCK DOWELS
DEPTH (FT)
1109+00 1110+00 1111+00
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
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D E
S
IG
N E
D B
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D
2 3
C
4 5
A
B
D A
T E
F
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S
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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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D of Engineers
US Army Corps au to
_t im e
Chicago District
C H
IC
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T R
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C H
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C O
N -0
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U M
B
M R -P -6
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S T
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K W
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S M c C
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V O
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A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
LEGEND
SEEP
DISPLACEMENT
DIRECTION INTO WALL
ARROW DENOTES PLUNGE
SUB-PARALLEL JOINT
PERPENDICULAR TO WALL
STRIKE ROUGHLY
ORTHOGONAL JOINT
SPOT DOWELS
MECHANICAL SCALING
1. ELEVATIONS, STATIONING, DEPTHS, AND LOCATIONS OF FEATURES ARE APPROXIMATE.
NOTES:
S T
A T
O S
T A
R O
C K W
A L L E
L E
V A
T
IO
N
C-203
SEEP, DRIPPING
SEEP, DRIPPING SEEP, DAMP
SEEP, DRIPPING
SEEP, DRIPPING
CLAY FILLED
1� GREEN
N45W/85SE
J1109+35.00
TIGHT
N45W/80NE
J1190+41.00
0.25-1.0� GREEN CLAY FILLED
N60W/85SE
J1109+70.00
SEEP, DAMP
1-3� GREEN CLAY FILLED
N40W/90
J1110+11.00
1-2� GREEN CLAY
N40W/90
J1110+43.00.00
SEEP, DAMP
FACE OBSCURED BY RUBBLE PILE
1� GREEN CLAY
N40W/90
J1110+60.00
N40W/90
J1110+78.10
DEPTH (FT)
1111+00 1112+00 1113+00 1114+00
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
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D E
S
IG
N E
D B
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D
2 3
C
4 5
A
B
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F
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B E
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S
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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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D of Engineers
US Army Corps auto _tim e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
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L
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/1
/2
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R R
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C -2
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R R
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C -2
.d g n
SHEET OF
D E
S C
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A R
K T
R A
C K
IN
G N
O
A C
T
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N D
A T
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C R
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T
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N M
A R
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IN
G N
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A C
T
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N D
A T
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A R
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J O
H N G
R O
B O
S K I, P .E
/7 /1
C O
N -0
-B -N
U M
B
M R -P -6
/2
S T
A G
E
B R
O C
K W
A L L S
T A
B
IL
IZ
A T
IO
N P
S M c C
O O
K R
E S
E R
V O
IR
A S S
H O
W N
R O
B E
R T G P
A L
U C
H P .E
D R
S W
P -1
-R -0
C-204
S T
A T
O S
T A
R O
C K W
A L L E
L E
V A
T
IO
N
LEGEND
1. ELEVATIONS, STATIONING, DEPTHS, AND LOCATIONS OF FEATURES ARE APPROXIMATE.
NOTES:
APPROX. N40E/90
J1111+20.15
SURFACE RUNOFF, DRIPPING
WALL STRIKE APPROX. N62E
GREEN CLAY FILLED
2-7� APERTURE
N59W/90
J1111+38.00
N40E/90
J1112+00.05
WALL STRIKE APPROX. N55E
NE SET
NW SET
NE SET
0.5�, NO FILL
N47E/85SW
J1112+90.00
FILLED
GREEN CLAY
0.5-1.0�
N45W/90
J1112+68.93
WALL STRIKE APPROX. N70E
0.25-0.5� APERTURE
N45E/90
J1113+20.55
GREEN CLAY FILLED
1� APERTURE
N40W/90
J1113+20.00 0.5�
N45E/90
J1113+50.00
0.5-1.0� APERTURE
N45E/90 (APROX.)
J1113+35.55
SEEP
DISPLACEMENT
DIRECTION INTO WALL
ARROW DENOTES PLUNGE
SUB-PARALLEL JOINT
PERPENDICULAR TO WALL
STRIKE ROUGHLY
ORTHOGONAL JOINT
SPOT DOWELS
MECHANICAL SCALING
10 FT EMBEDMENT
4 - #8 ROCK DOWELS
15 FT EMBEDMENT
50 - #8 ROCK DOWELS
DEPTH (FT)
RUBBLE PILE
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