Attachment 1B - Drawings.pdf
PDF 39 MB Posted
- Attached to
- Sacramento River East Levee (SREL) Contract 3
- Solicitation number
- W9123822B0002
About this file
This document provides details for a federal contract solicitation for construction services. The U.S. Army Corps of Engineers Engineering District Sacramento is seeking bids for the Sacramento River East Levee Contract 3 Project. The scope of work involves constructing approximately 2 miles of various types of seepage cutoff walls along with relocating encroachments and replacing a city sump. All work must be completed by December 2022 with levee reconstruction finished by September 2022. The estimated value of construction is between $25-100 million. Bids are unrestricted but contractors must be on the Pre-Qualified Sources List. The NAICS code is 237990 and the solicitation number is W9123822B0002.
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Text version
ML
ML
ML
ML
SM
ML
SM
ML
SM
ML
SP-SM
GS
E lev .: 2
2.2 8 f t
% Fines N60(ASTM)
SR
EL
_0
B
TD Elev. -14.22 ft
Of fse t: -
2.3 2 f t
Rf,% 010 qt 500
SR
EL
_0
C
GS
E lev .: 1
9.8 1 f t
TD Elev. -8.00 ft
Of fse t: -
.01 ft
GROUP SYMBOLS AND NAMES
Group NamesGraphicGroup NamesGraphicGroup NamesGraphic
Lean Clay (CL) Lean Clay with Sand (CL) Lean Clay with Gravel (CL)
Sandy Lean Clay (CL) Sandy Lean Clay with Gravel (CL) Gravelly Lean Clay (CL)
Fat Clay (CH) Fat Clay with Sand (CH) Sandy Fat Clay (CH)
Lean to Fat Clay (CL/CH) Silty Clay (CL-ML) Silty Clay with Sand (CL-ML)
Sandy Silty Clay (CL-ML) Silty Clay to Clayey Silt
(CL/ML)
Silty Clay to Clayey Silt with Sand (CL/ML)
Sandy Silty Clay to Clayey Silt (CL/ML) Clayey Silt (ML/CL) Clayey Silt with Sand
(ML/CL)
Clayey Silt with Gravel (ML/CL) Sandy Clayey Silt (ML/CL) Sandy Clayey Silt with
Gravel (ML/CL)
Silt (ML) Silt with Sand (ML) Silt with Gravel (ML)
Sandy Silt (ML) Sandy Silt with Gravel (ML) Gravelly Silt (ML)
Elastic Silt (MH) Elastic Silt with Sand (MH) Sandy Elastic Silt (MH)
Organic Lean Clay (CL) Organic Fat Clay (OH) Organic Silt (OL)
Poorly Graded Sand (SP) Poorly Graded Sand with Gravel (SP)
Poorly Graded Sand with Clay (SP-SC)
Poorly Graded Sand with Clay and Gravel (SP-SC)
Poorly Graded Sand with Silt
(SP-SM)
Poorly Graded Sand with Silt and Gravel (SP-SM)
Well-Graded Sand (SW) Well-Graded Sand with Gravel (SW)
Well-Graded Sand with Clay and Gravel (SW-SC)
Well-Graded Sand with Silt
(SW-SM)
Well-Graded Sand with Silt and Gravel (SW-SM) Clayey Sand (SC)
Clayey Sand with Gravel (SC) Silty Clayey Sand (SC-SM) Silty Sand (SM)
Silty Sand with Gravel (SM) Poorly Graded Gravel (GP) Poorly Graded Gravel with Sand (GP)
Poorly Graded Gravel with Clay and Sand (GP-GC)
Poorly Graded Gravel with Silt (GP-GM)
Poorly Graded Gravel with Silt and Sand (GP-GM)
Well-Graded Gravel (GW) Well-Graded Gravel with Sand (GW)
Well-Graded Gravel with Silt
(GW-GM)
Well-Graded Gravel with Silt and Sand (GW-GM)
Asphalt
Fill
Boulders and Cobbles Concrete
OTHER SYMBOLS
SAMPLER GRAPHIC SYMBOLSSAMPLER GRAPHIC SYMBOLS
Bag SampleDry Core
Punch Core
Modified California (2-1/2
in. OD)
Standard Penetration Test
Standard California (3
in. ID)
Shelby Tube
Sonic Core
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-55
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-80
-75
-70
-65
-60
-55
-50
TD Elev. -75.40 ft
SP-SM
SP
CL
ML
SM
11-09-12 BOH Elev. -82.70 ft
TD Elev. -84.70 ft
SP
CH
ML
CL
SM
CL
SP-SM
GP
CL
GP
SP-SM
CL
SP-SM
TD Elev. -94.70 ft
ML
CH
SM
11-19-12 BOH Elev. -85.50 ft
KS-SR12-012B2F-06-04
03-CPT-06 89-CPT-27
WM0009_013C
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CONSTRUCTION NOTES:
N
OPTION ITEM No. 2:
SUMP 70 PUMPING
PLANT PIPE
REPLACEMENT
OPTION ITEM No. 7:
CUTOFF WALL AND SUMP 70
OUTFALL REPLACEMENT
OPTION ITEM No. 7:
CUTOFF WALL AND SUMP 70
OUTFALL REPLACEMENT
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2F-05-G2-3
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-60
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-50
-90
-85
-80
-75
-70
-65
-60
-55
-50SP
CL
TD Elev. -72.50 ft
SP-SM
CL
TD Elev. -75.41 ft
TD Elev. -80.70 ft
TD Elev. -78.80 ft
TD Elev. -53.96 ft
-10
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SM
ML
SM
CL
SM
ML
ML
CL
ML
CL
ML
ML
ML
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SM
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SM
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TD Elev. -6.50 ft
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CL
CL
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3.6
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-C
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GS
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BOH Elev. 4 ft
2.1 7 f t
010 Rf,tsf
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SR
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E lev .: 1
7.1 ft
Of fse t: -
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CL
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SM
ML
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KS
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CONSTRUCTION NOTES:
NAeccDbSurfaceTin
-90
-85
-80
-75
-70
-65
-60
-55
-50
-45
-40
-35
-90
-85
-80
-75
-70
-65
-60
-55
-50
-45
-40
-35
TD Elev. -64.92 ft
SP-SM
ML
CL
TD Elev. -52.26 ft
SP-SM
ML92
TD Elev. -47.05 ft
SP-SM
SP
ML
SP-SM
GM
SM
GP
SM
11-19-12 BOH Elev. -86.60 ft
TD Elev. -51.64 ft
TD Elev. -63.70 ft
TD Elev. -66.18 ft
TD Elev. -70.40 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
5.5 ft
Of fse t: -
7.2 2 f t
SM
SP-SM
SM
SP-SM
CL
ML
CL
ML
SM
ML
% Fines
SR
EL
_0
B
GS
E lev .: 3
4.2 ft
Of fse t: 4 .72 ft
N60(ASTM)
MH
ML73
% Fines
SR
EL
_0
B
GS
E lev .: 1
9.4 ft
Of fse t: -
.59 ft
N60(ASTM)
CL
ML
N60 (ASTM)% Fines
KS
-S
R1 2-
5B
GS
E lev .1
6.4 ft
Of fse t: -
6 f t
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 2
0.5 ft
Of fse t: -
.31 ft
-C
PT
-2 ft qc
GS
E lev
Of fse t:0.
ft
010 Rf,tsf
Rf,% 010 qt
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GS
E lev
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010 Rf,%
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O ffs et : 0
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E lev
.: 3 ft Of fse t: 0
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EL
EV
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N , F
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(N
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SREL14_044B
SREL14_045B
K01-B-7
89-CPT-29
WM0009_014C
03-CPT-08
SREL14_059C
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SM
SP
ML
ML
ML
ML
ML
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Nf% Fines
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S El ev
K0 1-
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SP-SM
ML
SM
ML
SM
ML
ML
ML
SM
ML
SM
SP-SM
N60 (ASTM)% Fines
KS
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6B
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E lev .2
1.2 ft
Of fse t: -ft
010 Rf,%
G S
El ev
W
M
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.6 ft qt
O ffs et : 0
.0 ft
Rf,% 010 qt
SR
EL
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C
GS
E lev .: 1
3.6 ft
Of fse t: -
7.9 5 f t
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
6.3 ft
Of fse t: -
4.1 5 f t
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 2
0.7 ft
Of fse t: -
.51 ft
SP
ML
SM
ML
% Fines
-D
H-
GS
E lev .: 3 ft
Of fse t: 0 .00 ft
TD Elev. 5.00 ft
Nf
ML
SM
ML
ML
% Fines
-D
H- 7A
GS
E lev .: 1 ft
Of fse t: -
.52 ft
TD Elev. -2.00 ft
Nf
SM
ML
ML
SM
SW-SM
SM
G S
El ev
W
M
_0
B
% Fines N60(ASTM)
.5 ft O ffs et ft
EL
EV
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IO
N , F
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(N
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K01-B-7
87-DH-7
87-DH-7A
KS-SR12-016B
WM0009_010B
WM0009_015C
SREL14_061C
-60
-55
-50
-45
-40
-35
-30
-60
-55
-50
-45
-40
-35
-30
ML
ML
ML
TD Elev. -65.8 ft 4/5/2001
SP
SP-SM
CL
ML
ML
CL
SM
TD Elev. -56.79 ft
TD Elev. -52.60 ft
TD Elev. -47.83 ft
7 57
SP-SM
11-20-12 BOH Elev. -80.30 ft
TD Elev. -81.76 ft
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2005-B-1
2F-05-G3-1
2F-05-G3-1A
WM0009_011B 2F-05-G3-2A
2F-05-G3-2
89-CPT-30
SREL13_013C
SREL14_062C
-70
-65
-60
-55
-50
-45
-40
-35
-70
-65
-60
-55
-50
-45
-40
-35
CL
ML
ML
ML
ML
SM
TD Elev. -72.5 ft
7 22
ML
11-05-12 BOH Elev. -45.60 ft
CL
ML
ML
SM
ML
SM
ML
SM
TD Elev. -72.0 ft
SM
SM
CL
CL
ML
SM
SP
ML
SP-SM
SP-SM
CL
CL
ML
SM
TD Elev. -79.59 ft
CL
CL
CL
ML
ML
SM
ML
SM
TD Elev. -76.53 ft
MH
ML
ML
CL
ML
ML
ML
SP-SM
GM
-5
-5
SP-SM
ML
ML
ML
SP-SM
G S
El ev
2F
-0 5-
G 3-
% Fines N60(ASTM) ft
O ffs et : 0
.0 ft
SM
ML
SM
ML
SM
SP-SM
N60 (ASTM)% Fines
KS
-S
R1 2-
7B
GS
E lev .15
.9 ft
Of fse t: -
9 f t
ML
SM
ML
ML
ML
SM
SP-SM
G S
El ev
2F
-0 5-
G 3-
% Fines N60(ASTM) ft
O ffs et : 0
.0 ft
SP
ML
SM
SM
SP-SM
% Fines
-B -1
GS
E lev .: 3 ft
Of fse t: 0 .00 ft
Nf
ML
CL
SC-SM
CL
CL
ML
CL
SM
CL
CL
SP-SM
SM
SP
% Fines
2F -0
5- G3
-1 A
GS
E lev .: 1 ft
Of fse t: -
.26 ft
Nf
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
9.2 ft
Of fse t: -
.41 ft
CL
ML
SM
ML
SM
SP
G S
El ev
W
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% Fines N60(ASTM)
.3 ft O ffs et ft
SM
CL
ML
SM
CL
SM
CL
SM
ML
SM
% Fines
2F -0
5- G3
-2 A
GS
E lev .: 1 ft
Of fse t: -
.18 ft
Nf
-C
PT
-3
0* ft qc
GS
E lev
Of fse t:
BOH Elev. 3.94 ft
0.0 0 f t
010 Rf,tsf
SM
% Fines
-B -3
GS
E lev
8.5 ft
Of fse t: 2
.80 ft
Nf
EL
EV
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N , F
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(N
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TD Elev. -87.50 ft
GP
CL
CL
CL
CL
TD Elev. -108.5 ft
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ML
ML
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O ffs et : 0
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SM
ML
SM
SP
SP-SM
ML
ML
ML
ML
G S
El ev
2F
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% Fines N60(ASTM) f t O ffs et
: 0 .0 ft
ML
ML
ML
% Fines
SR
EL
_0
B
GS
E lev .: 1
6.5 ft
Of fse t: -
5.8 2 f t
N60(ASTM)
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 2
0.5 ft
Of fse t: -
.64 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 2
9.0 ft
Of fse t: -
.15 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 2
4.7 ft
Of fse t: -
.55 ft
-C
PT
-3 ft qc
GS
E lev
Of fse t:
BOH Elev. 3.86 ft
3.7 2 f t
010 Rf,tsf
CL
ML
CL
CL
ML
SM
% Fines
2F -0
5- G3
-4 A
GS
E lev .: 2 ft
Of fse t: -
.47 ft
Nf
2 7
SP
SP-SM
ML
ML
ML
CL
N60 (ASTM)
2F -2
0-
GS
E lev
.34 .7 ft Of fse t: 0
.00 ft
EL
EV
AT
IO
N , F
EE
T
(N
AV
D
8)
-5
2F-05-G3-3 2F-20-011
2F-05-G3-4
2F-05-G3-4A
89-CPT-31
SREL14_062C
SREL14_063C
SREL14_064C
-80
-75
-70
-65
-60
-55
-50
-45
-40
-35
-30
-80
-75
-70
-65
-60
-55
-50
-45
-40
-35
-30
CL
SM
TD Elev. -72.0 ft
ML
SM
ML
TD Elev. -72.50 ft
SP-SM
MH
MH
TD Elev. -57.95 ft
TD Elev. -54.91 ft
TD Elev. -35.37 ft
TD Elev. -73.44 ft
SM
SW
TD Elev. -72.06 ft
ML
CH
CL
SP
SM
SP-SM
SP
SP-SM
ML
SP
SW-SM
SP-SM
SW-SM
08-06-20 BOH Elev. -120.63 ft
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ML
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2F -2
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E lev
.3 4.2 ft Of fse t: -
.0 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
7.9 ft
Of fse t: -
.86 ft
ML
ML
ML
N60 (ASTM)% Fines
2F -2
0-
GS
E lev
.17 .4 ft Of fse t: -
.00 ft
21*
30*
25*
31*
29*
21*
22*
17*
12*
9*
4*
5*
4*
4*
6*
SM
ML
SM
ML
ML
ML
CL
ML
Nf% Fines ft
G S
El ev
2F
-0 5-
G 3-
O ffs et : 0
.0 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 3
3.1 ft
Of fse t: 1 1.1
9 f t
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 2
3.8 ft
Of fse t: -
.65 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
7.1 ft
Of fse t: -
.98 ft
SM
CL
CL
ML
ML
ML
N60 (ASTM)% Fines
2F -2
0-
GS
E lev
.3 4.4 ft Of fse t: 0
.00 ft
SM
SC
CL
CL
SM
ML
SM
% Fines
2F -0
5- G3
-5 A
GS
E lev .: 2 ft
Of fse t: -
.54 ft
Nf
-C
PT
-3
.61 ft qc
GS
E lev
Of fse t:
BOH Elev. 2.62 ft
0.0 0 f t
010 Rf,tsf
EL
EV
AT
IO
N , F
EE
T
(N
AV
D
8)
2F-20-013
2F-20-012
2F-05-G3-5
2F-05-G3-5A
2F-20-014
89-CPT-32
SREL13_014C
SREL14_065C SREL14_066C
SREL13_015C
-80
-75
-70
-65
-60
-55
-50
-45
-40
-35
-30
-80
-75
-70
-65
-60
-55
-50
-45
-40
-35
-30
SM
SW-SM
ML
SM
SM
GW-GM
TD Elev. -79.26 ft
SP-SM
ML
SP-SM
SW-SM
SP
GP
18*
12*
24*
19*
14*
23*
18*
15*
11*
18*
26*
21*
29*
18*
SP
SP-SM
SW-SM
SP
SP-SM
GW
TD Elev. -71.5 ft
TD Elev. -32.36 ft
SW-SM
SP-SM
GP
SP
SP-SM
GP
SW-SM
TD Elev. -69.93 ft
08-14-20 TD Elev. -116.51 ft
08-11-20 BOH Elev. -122.30 ft
9 110
SP-SM
09-01-20 BOH Elev. -122.10 ft
SO
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US Army Corps of Engineers
U .S
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SM
ML
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SP
CL
ML
SM
ML
SM
ML
N60 (ASTM)% Fines
KS
-S
R1 2-
8B
GS
E lev .34
.6 ft
Of fse t: 0 .00 ft
SM
CL
SC
CL
CL
SC
CL
ML
CL
SC
SM
CL
% Fines
SR
EL
_0
B
GS
E lev .: 3
2.9 ft
Of fse t: 1 2.2
7 f t
N60(ASTM) SM
SM
SM
SM
CL-ML
CL
ML
ML
ML
% Fines
SR
EL
_0
B
GS
E lev .: 3
4.6 ft
Of fse t: - 1.9
4 f t
N60(ASTM)
GW
SM
SP
SM
ML
ML
SM
ML
SM
Nf% Fines ft
G S
El ev
K0
1- B-
O ffs et : 0
.0 ft
CL
ML
ML
ML
SM
ML
N60 (ASTM)% Fines
KS
-S
R1 2-
9B
GS
E lev .15
.5 ft
Of fse t: -
3 f t
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
8.5 ft
Of fse t: -
.46 ft
500Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
8.5 ft
Of fse t: -
.60 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
9.9 ft
Of fse t: -
.82 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
7.1 ft
Of fse t: -
.30 ft
SM
CL
SM
CL
CL
ML
CL
ML
CL
ML
SM
% Fines
SR
EL
_0
B
GS
E lev .: 3
3.3 ft
Of fse t: 8 .52 ft
N60(ASTM)
SM
CL
CL
ML
SM
ML
SM
ML
N60 (ASTM)% Fines
2F -2
0-
GS
E lev
.3 4.1 ft Of fse t: -
5.5 4 f t
-C
PT
-3
.87 ft qc
GS
E lev
Of fse t:
BOH Elev. 1.72 ft
1.6 8 f t
040 Rf,%
2F-20-015
KS-SR12-018BSREL14_047B
SREL13_014B
SREL14_048B
K01-B-8
89-CPT-33
SREL14_067C
SREL14_068C
SREL14_069C
SREL13_016C
-70
-65
-60
-55
-50
-45
-40
-35
-30
-70
-65
-60
-55
-50
-45
-40
-35
-30
SW-SM
CL
SP-SM
SP-SM
GM
SP-SM
SW-SM
GM
ML
SM
SM
TD Elev. -76.0 ft 4/6/2001
SM
SP
SP-SM
SP
SM
SP-SM
GP
GW-GM
SP-SM
TD Elev. -36.92 ft
TD Elev. -33.23 ft
SP-SM
SM
SP-SM
CL
ML
GM
ML
GC
SP-SM
GM
SW-SM
SP
SP-SM
SP
GW
GW
CH
TD Elev. -103.58 ft
60SW-SM
CL
11-21-12 BOH Elev. -105.50 ft
SM
SM
CH
CL
SC
CL
CL
SP-SM
TD Elev. -113.21 ft
SP
CL
SM
SP
08-21-20 BOH Elev. -121.40 ft
SO
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US Army Corps of Engineers
U .S
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C O
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4+
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TT
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W
IL
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C H
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-15
-5
-15
-10
-5
CL
ML
ML
ML
N60 (ASTM)% Fines
KS
-S
R1 2-
0B
GS
E lev .16
.8 ft
Of fse t: -
8 f t
010 Rf,%
G S
El ev
W
M
_0
C
.0 ft qt
O ffs et ft
Rf,% 010 qt
SR
EL
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C
GS
E lev .: 1
7.6 ft
Of fse t: -
.79 ft
SM
SW-SM
SM
SM
SM
ML
CL
ML
ML
ML
CL
SM
CL
SP-SM
else % Fines
SR
EL
_0
S
GS
E lev .: 3
3.9 ft
Of fse t: - 2.4
0 f t
N60(ASTM)
SM
SW-SM
SM
SM
SM
CL
CL
ML
ML
ML
SM
ML
SP-SM
% Fines
SR
EL
_0
S
GS
E lev .: 3
3.9 ft
Of fse t: - 3.2
7 f t
N60(ASTM)
SM
SM
GM
SP
SM
CL
CL
ML
ML
SM
ML
ML
SM
% Fines
SR
EL
_0
S
GS
E lev .: 3
3.7 ft
Of fse t: - 2.0
7 f t
N60(ASTM) 500
-C
PT
-3
.74 ft qc
GS
E lev
Of fse t:
BOH Elev. 2.74 ft
0.0 0 f t
010 Rf,tsf
CL
ML
ML
SM
ML
SM
ML
SM
SM
ML
ML
ML
SP-SM
ML
SP-SM
% Fines
SR
EL
_0
S
GS
E lev .: 1
7.0 ft
Of fse t: -
.09 ft
N60(ASTM)
EL
EV
AT
IO
N , F
EE
T
(N
AV
D
8)
KS-SR12-020B
SREL19_051S
SREL19_052S
SREL19_053S
SREL19_054S
2F-05-G4-1A
2F-05-G4-1
W M0009_016C
89-CPT-34
SREL13_017C
-80
-75
-70
-65
-60
-55
-50
-80
-75
-70
-65
-60
-55
-50
SP-SM
SP-SM
GW-GM
GP
SM
TD Elev. -75.79 ft
SP-SM
ML
SP-SM
GW
GW
SM
GW
ML
SP-SM
SP-SM
SP-SM
SW-SM
GP
GP
GP
GM
GP-GM
GP-GM
GM
GP-GM
CL
GW
SP-SM
SP-SM
GM
SP-SM
GP
GM
GM
GP
ML
GP
CL
8 64
SP-SM
11-12-12 BOH Elev. -125.70 ft
TD Elev. -121.30 ft TD Elev. -120.55 ft
GW
TD Elev. -101.07 ft
SO
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U .S
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SM
ML
ML
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: 0 .0 ft
Rf,% 010 qt
SR
EL
_0
C
GS
E lev .: 1
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Of fse t: -
.26 ft
GW-GM
SM
ML
SM
ML
SM
CL
SM
CL
SM
G S
El ev
2F
-0 5-
G 4-
% Fines N60(ASTM) f t O ffs et
: 0 .0 ft
CH
CL
% Fines
SR
EL
_0
B
GS
E lev
.: 1 7.2 ft Of fse t: -
.70 ft
N60(ASTM)
SP-SM
SP-SM
SM
CL
ML
N60 (ASTM)% Fines
2F -2
0-
GS
E lev
.33 .6 ft Of fse t: 0
.00 ft
ML
% Fines
2F -0
5- G4
-1 A
GS
E lev .: 1 ft
Of fse t: -
.76 ft
Nf
ML
SM
% Fines
2F -0
5- G4
-2 A
GS
E lev .: 2 ft
Of fse t: -
.71 ft
Nf
-C
PT
-3
.78 ft qc
GS
E lev
Of fse t: 0 .00 ft
010 Rf,tsf Rf,% 010 qt
K-
CP
T-
GS
E lev .: 3 ft
Of fse t: 0 .00 ft
EL
EV
AT
IO
N , F
EE
T
(N
AV
D
8)
SREL14_049B
2F-05-G4-1A
2F-05-G4-1
2F-20-016
2F-05-G4-2 2F-05-G4-2A
2F-05-G4-3
2F-05-G4-3A
89-CPT-35
K-CPT-01
SREL13_018C
-120
-115
-110
-105
-100
-95
-90
-120
-115
-110
-105
-100
-95
-90
CL
ML 77
TD Elev. -110.00 ft
CH
TD Elev. -99.32 ft
ML
CL
ML
SP-SM
GP
SP
08-25-20 BOH Elev. -121.90 ft
-65
-60
-55
-50
-45
-40
-35
-30
-65
-60
-55
-50
-45
-40
-35
-30
SP
ML
ML
SP
SP-SM
SP
CL
SP
ML
SP
SP
SP-SM
SM
SP-SM
SP-SM
SP-SM
SP-SM
SM
SP-SM
SP
SM
SP-SM
SP-SM
SW-SM
GW-GM
ML
ML
SM
SP-SM
SP
SM
SM
CL
GP-GC
SO
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C
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
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CONSTRUCTION NOTES:
ML
ML
ML
SM
CL
else
% Fines
SR
EL
_0
B
GS
E lev .: 1
5.9 ft
Of fse t: -
.05 ft
N60(ASTM)
SP-SM
CL
ML
ML
3/6"
G S
El ev
2F
-0 5-
G 4-
% Fines N60(ASTM) f t O ffs et
: 0 .0 ft
GP
GP
CL
SP
CL
SP
ML
Nf% Fines ft
G S
El ev
K-
S-
O ffs et : 0
.0 ft
CL
SM
ML
N60 (ASTM)% Fines
KS
-S
R1 2-
1B
GS
E lev .15
.2 ft
Of fse t: -
1 f t
010 Rf,%
G S
El ev
W
M
_0
C
.6 ft qt
O ffs et ft
SP-SM
SP
ML
ML
ML
N60 (ASTM)% Fines
2F -2
0-
GS
E lev
.34 ft
Of fse t: 0 .00 ft
SM
ML
ML
ML
ML
N60 (ASTM)% Fines
2F -2
0-
GS
E lev
.15 .6 ft Of fse t: -
.00 ft
CL
CL
ML
CL
ML
SM
% Fines
2F -0
5- G4
-3 A
GS
E lev .: 1 ft
Of fse t: -
.26 ft
Nf
Rf,% 010 qt
K-
CP
T-
GS
E lev .: 3 ft
Of fse t: 3 .82 ft
CL
ML
G S
El ev
W
M
_0
B
% Fines
.5 ft
O ffs et ft
% Fines
W M0
9_
3M
GS
E lev .: 1
5.4 ft
Of fse t: -
.24 ft
CL
ML
CL
SM
ML
ML
% Fines
W M0
9_
3B
GS
E lev .: 1
5.4 ft
Of fse t: -
.24 ft
SM
SP
ML
SM
Nf% Fines
.5 ft G
S El ev
K0 1-
B-
O ffs et : 0
.0 ft
SM
SP-SM
SM
ML
SM
Nf% Fines
.5 ft G
S El ev
K- S-
O ffs et : 2 ft
Rf,% 020 qt
K-
CP
T-
B
GS
E lev
.: 3 ft Of fse t: 0
.00 ft
SREL14_050B
2F-05-G4-3
2F-05-G4-3A
K-S-1
2F-20-017
2F-20-018
W M0009_012B
W M0009_033B
K-CPT-02
W M0009_017C
K01-B-9
K-S-2 K-CPT-03B
W M
_0
M
-120
-115
-110
-105
-100
-95
-90
-85
-80
-75
-70
-65
-120
-115
-110
-105
-100
-95
-90
-85
-80
-75
-70
-65
GW
TD Elev. -91.06 ft
SM
GM
GW-GM
GP
GP
GM
GP
ML
ML
GW
TD Elev. -110.50 ft
50/6"
CH
GP
CL
ML
SP
SP
TD Elev. -117.5 ft 3/7/2003
TD Elev. -65.63 ft
GW-GM
SP-SM
SP-SM
SW-SM
SP-SM
SP-SM
SM
08-27-20 TD Elev. -116.50 ft
CL
SM
SP
SP-SM
SM
09-04-20 TD Elev. -125.90 ft
GP-GC
SP-SC
TD Elev. -85.59 ft
TD Elev. -68.40 ft
ML
SP
TD Elev. -78.5 ft 4/9/2001
SP
SP
GP
CL
TD Elev. -115.5 ft 3/11/2003
TD Elev. -108.20 ft
SO
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N N
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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US Army Corps of Engineers
U .S
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C O
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CONSTRUCTION NOTES:
N
OPTION ITEM No. 2:
SUMP 70 PUMPING
PLANT PIPE
REPLACEMENT
OPTION ITEM No. 7:
CUTOFF WALL AND SUMP 70
OUTFALL REPLACEMENT
OPTION ITEM No. 7:
CUTOFF WALL AND SUMP 70
OUTFALL REPLACEMENT
10/14/21
IS
SU
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O
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TO
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10/14/21/21/
AT
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N , F
T (N
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D
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EL
EV
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N , F
T (N
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8)
-5
-5
45 SO
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C
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N N
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D
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N
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IS
SU
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SHEET ID
B
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D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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PS
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IN
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SP
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N O
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CONSTRUCTION NOTES:
N
10/14/21
IS
SU
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O
C
TO
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O
C
AT
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N , F
T (N
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EL
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N , F
T (N
AV
D
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-5
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SO
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C
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N N
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N
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B
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D
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US Army Corps of Engineers
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US Army Corps of Engineers
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US Army Corps of Engineers
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U .S
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R . S
C H
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AN
N
CUTOFF WALL OFFSET
STATION OFFSET OFFSET
SIDE
WALL
TYPE
1424+50 3.1 LS DMM
1425+00 3.1 LS DMM
1425+50 3.1 LS DMM
1426+00 3.1 LS DMM
1426+50 3.1 LS DMM
1427+00 3.1 LS DMM
1427+50 3.1 LS DMM
1428+00 3.1 LS DMM
1428+50 3.1 LS DMM
1429+00 3.1 LS DMM
1429+50 3.1 LS DMM
1430+00 3.1 LS DMM
1430+50 3.1 LS DMM
1431+00 3.1 LS DMM
1431+50 3.1 LS DMM
1432+00 3.1 LS DMM
1432+50 3.1 LS DMM
1433+00 3.1 LS DMM
1433+50 3.1 LS DMM
1434+00 3.1 LS DMM
1434+50 3.1 LS DMM
1435+00 3.1 LS DMM
1435+50 3.1 LS DMM
1436+00 3.1 LS DMM
1436+50 3.1 LS DMM
1437+00 3.1 LS DMM
1437+50 3.1 LS DMM
1438+00 3.1 LS DMM
1438+50 3.1 LS DMM
1439+00 3.1 LS DMM/SB
1439+50 3.1 LS DMM/SB
1440+00 3.1 LS DMM/SB
1440+50 3.1 LS DMM/SB
1441+00 3.1 LS DMM/SB
1441+50 3.1 LS DMM/SB
1442+00 3.1 LS DMM/SB
1442+50 3.1 LS DMM/SB
1443+00 3.1 LS DMM/SB
1443+50 3.1 LS DMM/SB
1444+00 3.1 LS DMM/SB
1444+50 3.1 LS DMM/SB
1445+00 3.1 LS DMM/SB
CUTOFF WALL OFFSET
STATION OFFSET OFFSET
SIDE
WALL
TYPE
1445+50 3.1 LS DMM/SB
1446+00 3.1 LS DMM/SB
1446+50 3.1 LS DMM/SB
1447+00 3.1 LS DMM/SB
1447+50 5.0 LS SB
1448+00 4.2 LS SB
1448+50 0.2 LS SB
1449+00 3.5 LS SB
1449+50 1.7 LS SB
1450+00 0.2 LS SB
1450+50 1.0 LS SB
1451+00 1.9 LS SB
1451+50 0.1 LS SB
1452+00 0.9 LS SB
1452+50 1.6 LS SB
1453+00 3.0 LS SB
1453+50 4.3 LS SB
1454+00 4.1 LS SB
1454+50 2.9 LS SB
1455+00 0.7 LS SB
1455+50 0.7 LS SB
1456+00 0.4 LS SB
1456+50 1.8 LS SB
1457+00 1.9 LS SB
1457+50 2.1 LS SB
1458+00 2.5 LS SB
1458+50 2.0 LS SB
1459+00 1.6 LS SB
1459+50 1.9 LS SB
1460+00 0.7 LS SB
1460+50 3.4 LS SB
1461+00 4.0 LS SB
1461+50 2.7 LS SB
1462+00 1.5 LS SB
1462+50 0.8 LS SB
1463+00 0.8 LS SB
1463+50 0.9 LS SB
1464+00 1.0 LS SB
1464+50 3.7 LS SB
1465+00 4.9 LS SB
1465+50 5.1 LS SB
1466+00 2.7 LS SB
1466+50 2.6 LS SB
1467+00 2.5 LS SB
CUTOFF WALL OFFSET
STATION OFFSET OFFSET
SIDE
WALL
TYPE
1467+50 3.2 LS SB
1468+00 3.2 LS SB
1468+50 3.6 LS SB
1469+00 4.0 LS SB
1469+50 3.0 LS SB
1470+00 0.2 LS SB
1470+50 1.3 LS SB
1471+00 2.8 LS SB
1471+50 3.6 LS SB
1472+00 2.8 LS SB
1472+50 3.6 LS SB
1473+00 4.4 LS SB
1473+50 3.8 LS SB
1474+00 2.5 LS SB
1474+50 1.9 LS SB
1475+00 1.4 LS SB
1475+50 1.8 LS SB
1476+00 2.2 LS SB
1476+50 3.5 LS SB
1477+00 2.8 LS SB
1477+50 2.7 LS SB
1478+00 2.0 LS SB
1478+50 2.1 LS SB
1479+00 2.2 LS SB
1479+50 2.9 LS SB
1480+00 3.5 LS SB
1480+50 4.1 LS SB
1481+00 4.6 LS SB
1481+50 3.4 LS SB
1482+00 1.0 LS SB
1482+50 0.6 LS SB
1483+00 0.0 WS SB
1483+50 1.9 WS SB
1484+00 0.5 LS SB
1484+50 1.2 LS SB
1485+00 3.7 LS SB
1485+50 4.5 LS SB
1486+00 1.6 LS SB
1486+50 2.0 LS SB
1487+00 2.3 LS SB,SCCB
1487+50 2.3 LS SCCB
1488+00 2.4 LS SCCB
1488+50 3.6 LS SCCB
1489+00 4.1 LS SCCB
CUTOFF WALL OFFSET
STATION OFFSET OFFSET
SIDE
WALL
TYPE
1489+50 2.1 LS SCCB
1490+00 0.7 LS SCCB
1490+50 0.3 LS SCCB
1491+00 0.0 LS SCCB
1491+50 1.4 LS SCCB
1492+00 2.6 LS SCCB
1492+50 1.7 LS SCCB
1493+00 0.8 LS SCCB
1493+50 1.6 LS SCCB
1494+00 2.3 LS SCCB
1494+50 2.0 LS SCCB
1495+00 1.7 LS SCCB
1495+50 2.3 LS SCCB
1496+00 2.9 LS SCCB
1496+50 3.0 LS SCCB
1497+00 3.2 LS SCCB
1497+50 3.3 LS SCCB
1498+00 2.4 LS SCCB, SB
1498+50 1.4 LS SB
1499+00 0.5 LS SB
1499+50 2.1 LS SB
1500+00 3.5 LS SB
1500+50 3.6 LS SB
1501+00 3.5 LS SB
1501+50 2.7 LS SB
1502+00 2.0 LS SB
1502+50 2.1 LS SB
1503+00 3.1 LS SB
1503+50 2.9 LS SB
1504+00 3.8 LS SB
1504+50 4.2 LS SB
1505+00 4.7 LS SB
1505+50 4.7 LS SB
1506+00 4.7 LS SB
1506+50 4.7 LS SB
1507+00 4.7 LS SB
1507+50 4.7 LS SB
1508+00 4.7 LS SB
1508+50 4.7 LS SB
1509+00 4.7 LS SB
1509+50 4.7 LS SB
1510+00 4.7 LS SB
1510+50 4.7 LS SB
1511+00 4.7 LS SB
CUTOFF WALL OFFSET
STATION OFFSET OFFSET
SIDE
WALL
TYPE
1511+50 4.7 LS SB
1512+00 4.7 LS SB
1512+50 4.7 LS SB
1513+00 4.7 LS SB
1513+50 4.7 LS SB
1514+00 4.7 LS SB
1514+50 4.7 LS SB
1515+00 4.7 LS SB
1515+50 4.7 LS SB
1516+00 4.7 LS SB
1516+50 4.7 LS SB
1517+00 4.7 LS SB
1517+50 4.7 LS SB
1518+00 4.7 LS SB
1518+50 4.7 LS SB
1519+00 4.7 LS SB
1519+50 4.7 LS SB
1520+00 4.7 LS SB, DMM
1520+50 4.7 LS DMM
1521+00 4.7 LS DMM
1521+50 4.7 LS DMM
1522+00 4.7 LS DMM
1522+50 4.7 LS DMM
1523+00 4.7 LS DMM
1523+50 4.7 LS DMM
1524+00 4.7 LS DMM
1524+50 4.7 LS DMM
1525+00 4.7 LS DMM
1525+50 4.7 LS DMM
1526+00 4.7 LS DMM
1526+50 4.7 LS DMM
1527+00 4.7 LS DMM
1527+50 4.7 LS DMM
1528+00 4.7 LS DMM
1528+50 4.7 LS DMM
1529+00 4.7 LS DMM
1529+50 4.7 LS DMM
1530+00 4.7 LS DMM
1530+50 4.7 LS DMM
CUTOFF WALL DEPTH SUMMARY TABLE
BEGIN
STATION
END
STATION
CUTOFF WALL
TIP EL. (FT)
APPROX. DEPTH
FROM DEGRADE
SURFACE (FT)
1424+20 1438+50* -71, -74 100, 103 1438+50* 1447+00* -62 89 1447+00* 1480+50 -45, -47 74, 76 1480+50 1487+30 -51 80 1487+00 1498+00 -51 77 1497+70 1520+06 -51 80 1519+76 1530+60 -110, -115 137, 142
* OPTIONAL OVERLAPS NOT SHOWN. SEE C-000 SERIES SHEETS
FOR DETAILS.
C
IT
AT
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N N
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D
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N
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C O
N
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T
N O
C
H
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D
B Y:
D R
AW
N
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IS
SU
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E:
SHEET ID
B
C
D
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
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C O
R
PS
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OPTION ITEM No. 7:
CUTOFF WALL AND SUMP 70 OUTFALL REPLACEMENT
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CONSTRUCTION NOTES:
LINE POST CORNER POST
GENERAL NOTES:
10/14/21
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US Army Corps of Engineers
U .S
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GENERAL NOTES:
LANDSIDE WATERSIDE
5' MIN.6' SIDEWALK
POCKET RD.
OPTION ITEM No. 1:
CULTURAL RESOURCES
PRESERVATION CAP
10/14/21
IS
SU
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
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C O
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PS
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CONSTRUCTION NOTES:
N
LEGEND:
O
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C-520
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PI
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AL
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AM
P
PL
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D
B Y:
D R
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N
B Y:
IS
SU
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
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IN
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R S
SP
EC
N O
D
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N
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SA
C
R
AM
IF
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N
IA
AM
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N
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KL
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N
FE
LD
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TA
N
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C
P
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SP
EC
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PA
R K
D R
ST
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