W912P609R0006-0002_McCook Grout 2_Plans.pdf
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GROUT II Amd 0002 PLANS
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_C-07.dgn 8/5/2009 2:30:19 PM
D E
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US Army Corps of Engineers
Chicago District
U .S
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D o c u m e n t s a n d
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W r k in g ir e c t o r y d m s
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P Q T Q S Q T Q Q T
P Q T Q S Q T Q Q T
P(I)
P(I)
20’
T Q S Q T Q Q
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TQ S Q T Q Q
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T Q S Q T Q Q T
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P(I)
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P S
10’
5’
SCALE: 1"=5’
5’ 5’ 10’2.5’
GROUT HOLE ORIENTATION
(SEE NOTE 2)
GROUT HOLE ORIENTATION
(SEE NOTE 2)
(SEE NOTE 4)
CENTERLINE,
’C-LINE’ (AS-
REQUIRED)
C-07
B
A-LINE
B-LINE 6
.0
.5
.5
S E
E
S P
E C
NOTE:
WORK PLATFORM CURRENT SITE CONDITIONS TO BE
VERIFIED PRIOR TO COMMENCEMENT OR WORK.
C-07
B
SLOPE
A-LINEB-LINE
SECTION
N.T.S.
GROUT CURTAIN >
C-LINE (AS REQUIRED)
CONCRETE WORK
PLATFORM
DRAINAGE
GUTTER
OVERBURDEN CUTOFF WALL
WIDTH VARIES (3 FT MIN)
WORK PLATFORM
RAILROAD
STABLE WITH CONSTRUCTION LOAD
NOT TO SCALE
W
SLOPE BREAK
VARIES
VARIES FROM
EL. 5’ TO EL. 1O’
6’-0"
O V
E R
B U
R D
V
R
IE
S
MIN 3’
CLSM CUTOFF WALL CAP
VARIES FROM EL. +12 TO
EL.+17
TOP OF CUTOFF WALL
TYPICAL CUTOFF WALL DETAIL AT CANAL SIDE, STA. 74+25 TO STA. 104+003
C-07
25’¨
13’ MIN
CENTERLINE OF CUTOFF WALL
AND GROUT CURTAIN
TO BE INSTALLED
LEGEND
NOT TO SCALE
73RD TO 57TH ST. (EXTD.) TUNNEL CROSSING DETAIL 2
C-04 C-07
P T S T P T S T PQTQSQTQPQTQSQ
NOTES;
PQTQSQTQPQTQSQTQPQTQSQTQPQTQSQ P T S T P T S T PTQTQ
TOP OF ROCK (SEE NOTE 1)
SECTION A
SCALE: 1"=40’
DETAIL
SCALE: 1"=20’
BOTTOM OF GROUT HOLES
(SEE NOTE 4)
BRAINARD FORMATION MEMBER
WILHELMI FORMATION
ELWOOD FORMATION
KANKAKEE FORMATION
JOLIET FORMATION
SUGAR RUN FORMATION
RACINE FORMATION
SCALE: 1"=40’
40’ 40’ 80’20’
PRIMARY HOLE
SECONDARY HOLE
TERTIARY HOLE
DISTANCE IN FEET FROM STATION 19+00
CENTERLINE
SCALE: 1"=20’
20’ 20’ 40’10’
120’40’
500’
480’
(SEE NOTE 7)
(SEE NOTE 6) (SEE NOTE 5)
A-LINE
B-LINE
C-03 C-07
C-07C-03
GROUNDSURFACE (SEE NOTE 3)
E L
E V
A T
IO
IN
E T
E
L E
V
.2
D
(ELEV. - 579.5 = CCD)
249.5
BOTTOM OF FUTURE RESERVOIR
(EL. 295)
73RD TO 57TH ST. TUNNEL
(INVERT APPROX. 437.5’)
DRILL AND GROUT THROUGH
CONCRETE TUNNEL PLUG
INCLUDED IN THIS CONTRACT
TOP OF ROCK (APPROX. 555)
GROUNDSURFACE (APPROX. 595)
1. ELEVATIONS OF FORMATION CONTACTS LISTED ARE ESTIMATED
AVERAGES; HOWEVER, THEY DO VARY IN CONTRACT AREA.
2. HOLES SHALL BE DRILLED PARALLEL TO THE GROUT CURTAIN
ALIGNMENT AT AN INCLINATION OF 15 DEGREES FROM VERTICAL.
3. SURFACE TOPOGRAPHY VARIES ALONG THE GROUT CURTAIN
ALIGNMENT.
4. GROUT HOLES SHALL BE DRILLED TO DEPTHS DIRECTED BY
CONTRACTING OFFICER’S REPRESENTATIVE.
5. INITIAL PRIMARY HOLES SHALL BE DRILLED 120 FEET APART. REFER
TO SECTION 31 83 00.00 03 IN THE SPECIFICATIONS.
6. INITIAL VERIFICATION HOLES SHALL BE CORED AS THE INITIAL
PRIMARY HOLES. THERE WILL BE TWO INITIAL VERIFICATION HOLES
FOR EVERY 1,000 FEET. LOCATIONS ARE BASED ON THE ASSUMPTION
THAT THE B-LINE WILL BE DRILLED FIRST.
7. FINAL VERIFICATION HOLES WILL BE SPACED 500 FEET APART ALONG
THE CENTERLINE.
8. TUNNEL CROSSING DETAILS ARE TYPICAL FOR EACH OF THE 2 ROWS
OF THE GROUT CURTAIN.
9. OVERBURDEN CUT-OFF WALL AND ASSOCIATED EMBANKMENT
AND WORK PLATFORM SHOWN ARE BASED ON DATA PROVIDED
IN THE OVERBURDEN GROUNDWATER CUT-OFF WALL CONTRACT
DOCUMENT: DACW27-00-C-0008 AND W912P6-06-C-0001.
10.ADDITIONAL GROUT HOLES MAY BE ADDED BETWEEN THE TWO LINES
OF THE GROUT CURTAIN TO PROVIDE CLOSURE.
’C-LINE’ (AS REQUIRED)
_C-12.dgn 8/5/2009 3:15:03 PM
C-12
MWRD RAILROADGROUT CENTERLINE
’B’LINE
’A’ LINE
S L
O
A B
IL
IZ
A T
E A
S
FILTER FABRIC
BASE SOIL
12" RIPRAP
SLOPE STABILIZATION DETAIL
TOP OF SLOPE
2.5:1 SLOPEBEGIN - STATION 72+00
END - STATION 36+00
NOTE:
SEE SPECIFICATIONS 31 05 19.13 03, 31 22 50, 31 37 16.00 03
FOR MATERIAL DESCRIPTIONS.
SCALE IN FEET
0100 100 200
EXISTING GABION WALL
(STA 49+00-42+00)
SLOPE STABILIZATION AREA
EXISTING TOE OF SLOPE
BASE ALIGNMENT
FORMER LAGOONS
NOTES:
1. CONTRACTOR SHALL PROVIDE SURFACE
GRADING ALONG EXISTING SLOPE TO
ACHIEVE A 2.5:1 SLOPE.
2. EXISTING CONDITIONS ARE SHOWN.
GRADING CONDITIONS AT TIME OF
EROSION PROTECTION INSTALLATION MAY
BE MODIFIED.
A M
E N
D M
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G P
D R
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2APPROXIMATE LOCATION
OF ELECTRICAL DUCT BANK
R G
P
D R
S A
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N D
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L E
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IL
M P
B13 B16 B14
B9
B8
A
B C
D
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F G H
K
J
L
I
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PQ
0 2 0 2
+0
37+00
38+00
39+00
40+00
41+00
GROUT >
’B’LINE
BASE ALLIGNMENT
’A’LINE
P
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B10
B11
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I
A
L,’A’ LINE =739
.6255f t
L,’B’ LINE =802
.9400f t
B E
G I
N
A
B E
G I
N
A
B E
G I
N
A
B E
G I
N
A
D
A
0CHICAGO SANITARY SHIP CANAL
INTERSTATE 55
D E
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NUMBER:
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US Army Corps of Engineers
Chicago District
U .S
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0 2 0 2
+0
37+00
38+00
39+00
40+00
41+00
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