initial remediation - landfill area construction …
TRANSCRIPT
© 2020 Microsoft Corporation © 2020 TomTom
INITIAL REMEDIATION - LANDFILL AREA
CONSTRUCTION DRAWINGS
ROUGH AND READY ISLAND
PORT OF STOCKTON
STOCKTON, CALIFORNIA
JUNE 2021
LOCATION MAP
VICINITY MAP
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INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-01
JM
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COVER AND INDEX SHEET
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INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-02
JM
BX
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GENERAL NOTES
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
AREA 4
AREA 3
AREA 1
AREA 2
SITE ACCESS
RAIL LINE
IAS-11
CONSOLIDATION
AREA
EXISTING RAMP
STOCKPILE 1
NORTH LANDFILL AREA (SEE DRAWING NO.4)
IAS-11 LANDFILL AREA (SEE DRAWING NO.6 - 10)
STOCKPILE 2
RAIL LINE AREA (SEE DRAWING NO.3)
SITE ACCESS
NEW ACCESS ROAD
PERIMETER LEVEE
(EXISTING)
PUMP STATION
NORTH LANDFILL AREA
(SEE DRAWING NO.5)
SOUTH LANDFILL AREA (SEE DRAWINGS NO.4 & NO.5)
STAGING AREA
ACCESS ROAD
9-1B
11-1
39-1B
39-1A
9-1A
9-1D
9-1C
3/4-1A
3/4-1B
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INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-03
JM
BX
JM
FS
FS
SITE PLAN
3
N
CELL A
CELL B
CELL C
CELL D
CELL F
CELL E
CELL I
CELL H
CELL J
CELL M
CELL K
CELL L
CELL N
CELL P
CELL Q
DUCK POND
11-1
9-1A
9-1D
9-1B
9-1C
3/4-1A
3/4-1B
39-1B
39-1A
RAIL LINE EXCAVATION
BOUNDARY
IAS-11
CONSOLIDATION
AREA
PUMP STATION
STOCKPILE 2
STOCKPILE 1
ACCESS ROAD
B
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INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-04
JM
BX
JM
FS
FS
EXCAVATION PLAN - RAIL LINE
4
N
0
-2
-1
12
3
4
0
0
1
1
2
2
3
0
0
1
1
0
0
1 1
2
2
0
1
2
3
2
3
4
0
0
1
1
2
23
3
0
-4
-3
-2
-1
1
1
1
2
2
3
4
3
0
1
2
3
CELL A
CELL B
CELL C
CELL D
CELL E
CELL F
A
A'
BOTTOM OF EXCAVATION
(SEE TABLE FOR ELEVATIONS)
EXISTING GRADE
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
Profile View of Base Grade
-10
-5
0
5
10
-10
-5
0
5
10
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50
0.5H:1V EXCAVATION (NOTE 4)
WASTE CELL LIMITS
CELL M
CELL L
CELL N
CELL P
CELL K
B
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876543
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87654321
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INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-05
JM
BX
JM
FS
FS5
EXCAVATION PLAN - WASTE CELLS
N
0
1
A-A'SECTION
EXCAVATION - WASTE CELLS (TYPICAL)-
WASTE CELLS
NORTH LANDFILL AREA2
WASTE CELLS
SOUTH LANDFILL AREA2
-4
01
2
3
1
1
2
2
0
0
1
1
2
23
3
0
0
1 1
11-1
9-1A
9-1D
9-1B
9-1C
B
B'
E
E'
DD'
C
C'
3/4-1A
3/4-1B
39-1B (SEE
SHEET 7)
39-1A
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-8
-6
-4
-2
0
2
4
-8
-6
-4
-2
0
2
4
0+00 0+25 0+50
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-8
-6
-4
-2
0
2
4
-8
-6
-4
-2
0
2
4
0+00 0+25 0+50
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-8
-6
-4
-2
0
2
4
-8
-6
-4
-2
0
2
4
0+00 0+25 0+50
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-8
-6
-4
-2
0
2
4
-8
-6
-4
-2
0
2
4
0+00 0+25 0+50
BOTTOM OF
EXCAVATION
EXISTING GRADE
BOTTOM OF EXCAVATION
EXISTING GRADE
B-B'SECTION
EXCAVATION - 9-1A
C-C'SECTION
EXCAVATION - 9-1B
D-D'SECTION
EXCAVATION - 9-1C
E-E'SECTION
EXCAVATION - 9-1D
BOTTOM OF
EXCAVATION
(9-1D)
EXISTING GRADE
BOTTOM OF
EXCAVATION
(9-1C)
BOTTOM OF
EXCAVATION
EXISTING GRADE
B
C
D
E
F
876543
G
21
87654321
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AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-06
JM
BX
JM
FS
FS6
EXCAVATION PLAN - AREAS OF KNOWN CONTAMINATION
N
0
1
AREAS OF KNOWN CONTAMINATION
NORTH LANDFILL AREA2
AREAS OF KNOWN CONTAMINATION
SOUTH LANDFILL AREA2
39-1B
39-1A
F
F'
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-15
-10
-5
0
5
10
-15
-10
-5
0
5
10
0+00 0+25 0+50 0+75 1+00 1+25 1+45
EXISTING GRADE
BOTTOM OF EXCAVATION
EL. -6.6 FT (NOTE 5)
3'
?
?
? ?
?
?
?
?
??
?
?
EL. -8.5 FT (NOTE 4)EL. -8.5 FT (NOTE 4)
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-07
JM
BX
JM
FS
FS7
EXCAVATION PLAN - AREA OF KNOWN CONTAMINATION 39-1B
N
0
1
F-F'SECTION
EXCAVATION - 39-1B
AREAS OF KNOWN CONTAMINATION
SOUTH LANDFILL AREA (39-1A AND 1B)2
2
2
2
3
3
3
4
4
1
1
2
2
3
4
2
2
0
-4
-3
-2
-1
1
2
3
4
3
0
0
1
1
2
2
3
0
1
2
3
0
0
1
1
0
0
1
1
1
2
3
1
1
2
2
3
0
1
1
2
2
1
2
IAS-11 WASTE PLACEMENT BOUNDARY
IAS-11 CONSOLIDATION AREA
IAS-11 EDGE OF LINER
IAS-11 EARTHWORK BOUNDARY
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
3
3
3
0
1
2
3
3
3
00
1
1
1
1
1
2
2
2
1
2
22
22
2
3
3
33
3
3
BASE GRADE EL +0' (NAVD 88)
X
X'
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-5
0
5
10
-5
0
5
10
0+00 1+00 2+00 3+00 4+00 5+00 5+37
2'
EXISTING GRADE
BASE GRADE (NOTE 3)EXISTING GRADING (NOTE 3)
EL +0 FT (NAVD 88)
8.25'
2'
8.25'
B
C
D
E
F
876543
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21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-08
JM
BX
JM
FS
FS8
IAS-11 BASE GRADING PLAN
N
0
1
0
1
X-X'SECTION
BASE GRADING CROSS SECTION-
NOT TO SCALE
IAS-11 WASTE PLACEMENT BOUNDARY
IAS-11 CONSOLIDATION AREA
IAS-11 EDGE OF LINER
IAS-11 EARTHWORK BOUNDARY
5.0%
5
.
0
%
4
.
0
H
:
1
V
4
.0
H
:1
V
4.0
H:1
V
4
.0
H
:1
V
4
.
0
H
:
1
V
4.0H:1V
0
5
5
10
1
0
8
9
1
1
1
2
1
3
1
4
1
4
0
0
0
0
0
-4
-3
-
2
-
1
1
1
1
1
1
2
2
2
2
2
3
3
3
4
3
4
4
-
4
-
3
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
4
4
4
44
0
0
1
1
2
2
3
3
1
2
2
2
2
3
X
X'
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-5
0
5
10
15
20
-5
0
5
10
15
20
0+00 1+00 2+00 3+00 4+00 5+00 5+37
BASE GRADE (SEE DRAWING 8)
EXISTING GRADE
CONSOLIDATED WASTE
2'
8.25'
2'
8.25'
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-9
JM
BX
JM
FS
FS9
TOP OF WASTE GRADING PLAN
N
0
1
15
16
X-X'SECTION
WASTE CELL CROSS SECTION-
IAS-11 CONSOLIDATION AREA
IAS-11 EDGE OF LINER
IAS-11 EARTHWORK BOUNDARY
0
0
5
5
1
0
1
0
1
5
1
5
1
1
1
2
1
3
1
4
1
6
A
4
.
0
H
:
1
V
4.0
H:1
V
4
.
0
H
:
1
V
4
.0
H
:1
V
4.0
H:1
V
4.0H
:1V
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SUBDRAIN PIPE AND LINER
TERMINATION AT TOE
4
16
MAX SPACING BETWEEN
SUBDRAIN PIPES 40 FT
7
16
SUBDRAIN PIPE
0
0
0
0
1
1
1
1
1
1
1
1
2
2
2
2
3
3
3
3
4
4
0
0
0
-4
-4
-3
-
3
-2
-
1
1
1
1
2
2
2
3
3
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
3
3
3
3
4
4
0
0
1
1
2
2
3
3
X
X'
5.0%
4
.
0
%
5
.
0
%
4.9
%
2.6%
4.5%
3
.
2
%
5
.
2
%
4
.
2
%
4.9%
3.4%
2.2%
5
.
1
%
5
.
2
%
5
.
2
%
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
SUBDRAIN PIPE LOCATION
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-5
0
5
10
15
20
-5
0
5
10
15
20
0+00 1+00 2+00 3+00 4+00 5+00 5+37
EXISTING GRADE
BASE GRADE (SEE DRAWING 8)
2-FT FOUNDATION LAYER
CONSOLIDATED WASTE
GEOSYNTHETICS (TOP OF FOUNDATION LAYER)
2'
8.25'
2'
8.25'
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-10
JM
BX
JM
FS
FS10
TOP OF FOUNDATION LAYER GRADING PLAN
N
0
1
15
16
X-X'SECTION
WASTE CELL CROSS SECTION-
> > > >
3" DIA HDPE LFG
VENT RISER
10
17
STRIP GEOCOMPOSITE
(NOTE 2)
MULTI-FLOW DRAIN STRIP
CONNECTOR OR EQUIVALENT
0
0
5
5
1
0
10
1
5
1
5
1
1
1
2
1
3
1
4
1
6
10
17
1
1
2
2
3
4
1
1
1
1
2
2
2
2
2
3
3
4
4
0
0
1
1
2
2
3
3
0
1
2
3
4
IAS-11 CONSOLIDATION AREA
IAS-11 EDGE OF LINER
EXTENT OF BLANKET
GEOCOMPOSITE
9
17
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-11
JM
BX
JM
FS
FS11
LANDFILL GAS VENTING SYSTEM LAYOUT
N
0
1
15
16
4
.
0
%
A
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4
16
7
16
0
0
-
1
-
1
1
1
2
2
3
5
1
0
10
1
5
15
1
1
1
2
1
3
1
4
1
6
1
6
4.0
H:1
V
4
.
0
H
:
1
V
4
.0
H
:1
V
4.0
H:1
V
4.0H
:1V
4
.
0
H
:
1
V
SUBDRAIN PIPE
SUBDRAIN PIPE AND LINER
TERMINATION AT TOE
SUBDRAIN PIPES (NOTE 3)
SWALE (NOTE 3)
5
.
2
%
5
.
2
%
8
.
8
%
2.6%
2.2%
5
.
1
%
5
.
2
%
2.3
%
10.4%
1
.2
%
1
.
4
%
4.9
%
4.5%
3
.9
%
5.0%
5
.
0
%
3
.
2
%
3.4%
4
.
2
%
4.9%
-
4
-
4
-
3
0
0
-3
-
2
-
1
1
1
2
2
3
3
00
1
1
1
2
2
3
3
3
3
4
4
4
4
4
4
2
2
2
0
0
1
1
2
0
0
1
1
2
2
3
3
2
3
4
0
1
1
1
0
0
5
1
2
3
4
6
5
2
2
3
4
6
5
3
3
4
6
1
2
X
X'
14.3%
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-5
0
5
10
15
20
-5
0
5
10
15
20
0+00 1+00 2+00 3+00 4+00 5+00 5+37
2'
8.25'
2'
8.25'
EXISTING GRADE
BASE GRADE (SEE DRAWING 8)
2-FT FOUNDATION LAYER
CONSOLIDATED WASTE
GEOSYNTHETICS (TOP OF FOUNDATION LAYER)
TIE IN TO SWALE
GEOTEXTILE
EARTHFILL WEDGE
SWALE (NOTE 4)
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-12
JM
BX
JM
FS
FS12
EARTHFILL WEDGE GRADING PLAN
N
0
1
15
16
X-X'SECTION
WASTE CELL CROSS SECTION-
> > > >
0
1
5.0%
4
.
0
%
5
.
0
%
4.9
%
2.6%
2.2%
4.5%
3
.
2
%
5
.
1
%
5
.
2
%
5
.
2
%
5
.
2
%
A
4
.
2
%
4.9%
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
2.3
%
3
.9
%
0
0
-
1
-
1
1
1
2
2
3
10.4%
8
.
8
%
ACCESS ROAD ON SLOPE
OF FINAL COVER
SWALE (NOTE 4)
1
.2
%
1
.
4
%
3.4%
7
16
0
0
-4
-4
-3
-
3
-2
-
1
1
1
2
2
3
3
1
2
3
4
0
0
1
1
2
2
0
1
2
2
2
2
3
4
0
1
1
1
2
2
2
3
0
0
1
1
2
2
3
3
1
1
X
X'
14.3%
ACCESS ROAD ON SLOPE
OF FINAL COVER
ACCESS ROAD ON
TOP OF FINAL COVER
FINAL COVER SYSTEM
PERIMETER OF TURNAROUND ON TOP DECK
SUBDRAIN PIPES
2
15
3
15
1
15
2
15
NOTE 2
4
16
VEGETATIVE SOIL COVER
SUBDRAIN PIPE
VEGETATIVE SOIL COVER
SUBDRAIN PIPE AND LINER
TERMINATION AT TOE
3
15
4
.
0
H
:
1
V
4.0
H:1
V
4
.
0
H
:
1
V
4
.0
H
:1
V
4.0
H:1
V
4.0H
:1V
10
1
0
1
2
1
4
1
6
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-5
0
5
10
15
20
-5
0
5
10
15
20
0+00 1+00 2+00 3+00 4+00 5+00 5+37
2'
8.25'
2'
8.25'
EXISTING GRADE
BASE GRADE (SEE DRAWING 8)
2-FT FOUNDATION LAYER
CONSOLIDATED WASTE
GEOSYNTHETICS (TOP OF FOUNDATION LAYER)
TIE IN TO SWALE
1-FT VEGETATIVE LAYER
GEOTEXTILE
GRAVEL
SWALE (NOTE 4)
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-13
JM
BX
JM
FS
FS13
TOP OF EROSION RESISTANT LAYER GRADING PLAN
N
0
1
15
16
X-X'SECTION
WASTE CELL CROSS SECTION-
> > > >
0
1
A
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
ACCESS ROAD ON SLOPE
OF FINAL COVER
ACCESS ROAD ON
TOP OF FINAL COVER
(NOTE 4)
FINAL COVER SYSTEM
PERIMETER OF TURNAROUND ON TOP DECK
SUBDRAIN PIPES
SWALE (NOTE 3)
2
15
3
15
1
15
8
16
2
15
NOTE 2
4
.
0
H
:
1
V
4.0
H:1
V
4
.
0
H
:
1
V
4
.0
H
:1
V
4.0
H:1
V
4.0H
:1V
4
16
7
16
VEGETATIVE SOIL COVER
SUBDRAIN PIPE
VEGETATIVE SOIL COVER
SUBDRAIN PIPE AND LINER
TERMINATION AT TOE
0
0
-4
-4
-3
-
3
-2
-
1
1
1
2
2
3
3
1
2
3
4
0
0
1
1
2
2
0
1
2
2
2
2
3
4
0
1
1
1
2
2
2
3
0
0
1
1
2
2
3
3
1
1
>
>
>
>
>
>
>
>
>>
>
>
>
>
>
>
>
>
5
16
5
16
RIP RAP (NOTE 4)
RIP RAP
(NOTE 4)
X
X'
>
>>
>>
>
>
>
>
>
>
>
>
>
11,12
17
SETTLEMENT MONUMENT
STORMWATER V-DITCH AND VEGETATIVE SOIL
COVER SUBDRAIN PIPE
6
16
STORMWATER V-DITCH AND VEGETATIVE SOIL
COVER SUBDRAIN PIPE
14
17
STORMWATER
CHANNEL
FIBER ROLLS
15
17
ACCESS ROAD ON SLOPE
OF FINAL COVER
3
15
2
4
1
3
FIBER ROLLS
15
17
16
17
STORMWATER CHANNEL
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
DISTANCE (FEET)
-5
0
5
10
15
20
-5
0
5
10
15
20
0+00 1+00 2+00 3+00 4+00 5+00 5+37
2'
8.25'
2'
8.25'
EXISTING GRADE
BASE GRADE (SEE DRAWING 8)
2-FT FOUNDATION LAYER
CONSOLIDATED WASTE
GEOSYNTHETICS (TOP OF FOUNDATION LAYER)
TIE IN TO SWALE
1-FT VEGETATIVE LAYER
GEOTEXTILE
GRAVEL
SWALE (NOTE 3)
RIP-RAP (NOTE 4)
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-14
JM
BX
JM
FS
FS14
STORMWATER LAYOUT
N
0
1
15
16
X-X'SECTION
WASTE CELL CROSS SECTION-
> > > >
>
> > >
15
16
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
12" VEGETATIVE LAYER
CONSOLIDATED WASTE
24" FOUNDATION LAYER
12" VEGETATIVE LAYER
2
1
2
1
12" BASE ROCK/GRAVEL
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
VARIES (15' MINIMUM)
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
16 OZ/SY NONWOVEN GEOTEXTILE
40 MIL DOUBLE-SIDED
TEXTURED LLDPE
GEOMEMBRANE
DOUBLE-SIDED BLANKET GEOCOMPOSITE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
12" VEGETATIVE LAYER
CONSOLIDATED WASTE
24" FOUNDATION LAYER
12" VEGETATIVE LAYER
4
1
12" BASE ROCK/GRAVEL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
4
1
4%
15' WIDE ACCESS ROAD
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
16 OZ/SY NONWOVEN GEOTEXTILE
40 MIL DOUBLE-SIDED
TEXTURED LLDPE
GEOMEMBRANE
DOUBLE-SIDED BLANKET GEOCOMPOSITE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
FOUNDATION LAYER
CONSOLIDATED WASTE
VEGETATIVE LAYER
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
12"
24"
40 MIL DOUBLE-SIDED
TEXTURED LLDPE
GEOMEMBRANE
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
DOUBLE-SIDED BLANKET GEOCOMPOSITE
VEGETATION (NOTE 4)
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-15
JM
BX
JM
FS
FS15
DETAILS I
1. VEGETATIVE LAYER TO BE PLACED BY CONTRACTOR ON SIDE SLOPES,
STARTING FROM THE BASE UP USING A CAT D4 LGP (OR APPROVED
EQUIVALENT).
2. IF CONTRACTOR PROPOSES OTHER METHODS NOT CURRENTLY EVALUATED
FOR CONSTRUCTION OF THE VEGETATIVE LAYER, THEY MUST BE REVIEWED
AND APPROVED BY ENGINEER BEFORE IMPLEMENTATION.
3. THICKNESS AND OVERLAP GEOMETRY OF GEOSYNTHETICS SHOWN ARE
EXAGGERATED IN SCALE RELATIVE TO OTHER LAYERS FOR ILLUSTRATIVE
PURPOSES ONLY.
4. HYDROSEED SURFACE AFTER VEGETATIVE LAYER PLACEMENT.
C
O
N
S
O
L
ID
A
T
E
D
W
A
S
T
E
2
4
"
F
O
U
N
D
A
T
IO
N
L
A
Y
E
R
1
2
"
V
E
G
E
T
A
T
IV
E
L
A
Y
E
R
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
XXXXX
XXXXXX
XXXXX
XXXXXX
XXXXXX
XXXXX
XXXXXX
XXXXX
XXXXXX
XXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
2'
EARTHFILL
EG
2
1
~
4
1
8'
12 "
1'
4"Ø PERFORATED SDR-11
HDPE SUBDRAIN PIPE (NOTE 5)
DOUBLE-SIDED BLANKET
GEOCOMPOSITE
16 OZ/SY NONWOVEN GEOTEXTILE
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
RIP RAP (NOTE 4)
GRAVEL
40 MIL DOUBLE-SIDED TEXTURED
LLDPE GEOMEMBRANE
16 OZ/SY NONWOVEN GEOTEXTILE
16 OZ/SY NONWOVEN GEOTEXTILE
40 MIL DOUBLE-SIDED TEXTURED
LLDPE GEOMEMBRANE FALP
EXTRUSION WELD
C
O
N
S
O
L
ID
A
T
E
D
W
A
S
T
E
2
4
"
F
O
U
N
D
A
T
IO
N
L
A
Y
E
R
1
2
"
V
E
G
E
T
A
T
IV
E
L
A
Y
E
R
X
X
X
X
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X
X
X
X
X
X
4
1
2
1
1'
4"Ø PERFORATED SDR-11
HDPE SUBDRAIN PIPE (NOTE 5)
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
16 OZ/SY NONWOVEN GEOTEXTILE
40 MIL DOUBLE-SIDED
TEXTURED LLDPE
GEOMEMBRANE
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
C
O
N
S
O
L
ID
A
T
E
D
W
A
S
T
E
2
4
"
F
O
U
N
D
A
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IO
N
L
A
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1
2
"
V
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A
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X
~
2
1
~
4
1
2
1
~
2
1
2'
1'
4"Ø PERFORATED SDR-11
HDPE SUBDRAIN PIPE (NOTE 5)
DOUBLE-SIDED BLANKET GEOCOMPOSITE
16 OZ/SY NONWOVEN GEOTEXTILE
40 MIL DOUBLE-SIDED
TEXTURED LLDPE
GEOMEMBRANE
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
6"
1'
16 OZ/SY NONWOVEN GEOTEXTILE
1'
3-INCH THICK GRAVEL
C
O
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S
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ID
A
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W
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2
4
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2
1
~
4
1
2
1
~
~2
1
2'
1'
4"Ø PERFORATED SDR-11
HDPE SUBDRAIN PIPE (NOTE 5)
DOUBLE-SIDED BLANKET GEOCOMPOSITE
16 OZ/SY NONWOVEN GEOTEXTILE
40 MIL DOUBLE-SIDED
TEXTURED LLDPE
GEOMEMBRANE
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
6"
1'
16OZ/SY NONWOVEN GEOTEXTILE
1'
3-INCH THICK GRAVEL
C
O
N
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ID
A
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2
4
"
F
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1
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2'
EARTHFILL
EG
2
1
~
4
1
8'
1'
12"
1'
4"Ø PERFORATED SDR-11
HDPE SUBDRAIN PIPE (NOTE 5)
DOUBLE-SIDED BLANKET
GEOCOMPOSITE
16 OZ/SY NONWOVEN GEOTEXTILE
DOUBLE-SIDED DRAINAGE GEOCOMPOSITE
RIP RAP (NOTE 4)
16 OZ/SY NONWOVEN GEOTEXTILE
GRAVEL
4"Ø PERFORATED SDR-11
HDPE SUBDRAIN PIPE
40 MIL DOUBLE-SIDED TEXTURED
LLDPE GEOMEMBRANE
16 OZ/SY NONWOVEN GEOTEXTILE
40 MIL DOUBLE-SIDED TEXTURED
LLDPE GEOMEMBRANE FALP
EXTRUSION WELD
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-15
JM
BX
JM
FS
FS16
DETAILS II
1. VEGETATIVE LAYER TO BE PLACED BY CONTRACTOR ON SIDE SLOPES,
STARTING FROM THE BASE UP USING A CAT D4 LGP (OR APPROVED
EQUIVALENT).
2. IF CONTRACTOR PROPOSES OTHER METHODS NOT CURRENTLY EVALUATED
FOR CONSTRUCTION OF THE VEGETATIVE LAYER, THEY MUST BE REVIEWED
AND APPROVED BY ENGINEER BEFORE IMPLEMENTATION.
3. THICKNESS AND OVERLAP GEOMETRY OF GEOSYNTHETICS SHOWN ARE
EXAGGERATED IN SCALE RELATIVE TO OTHER LAYERS FOR ILLUSTRATIVE
PURPOSES ONLY.
4. ROCK RIP-RAP SHALL MEET REQUIREMENTS OF CALTRANS ROCK RIP-RAP
CLASS I AND BE PLACED IN ACCORDANCE WITH METHOD B OF THE CALTRANS
STANDARD SPECIFICATIONS.
5. SUBDRAIN PERFORATED DRAINAGE PIPES SHALL BE SPACED A MAXIMUM OF 40
FEET MEASURED ALONG THE VEGETATIVE SOIL COVER SLOPE. SUBDRAIN
PIPES SHALL DISCHARGE AT THE PERIMETER OF IAS-11 TO THE GRAVEL LAYER.
NOTES:
1. CONTRACTOR SHALL INSTALL SETTLEMENT MONUMENT SO THAT BOTTOM OF SETTLEMENT
MONUMENT IS ABOVE GEOSYNTHETICS. THE GEOSYNTHETICS SHALL NOT BE PENETRATED BY THE
SETTLEMENT MONUMENT MATERIALS.
1'
2'
0.08'
0.17'
3'
1.5' DIA.
(MIN)
6" SQUARE PRECAST
CONCRETE MONUMENT
FINISHED GRADE
CAST-IN-PLACE CONCRETE
(4,000 PSI AT 28 DAYS)
GRAVEL BASE
SETTLEMENT
MONUMENT
DETAIL (TYPICAL)
0.5'
0.5'
0.29'
2"
0.06'
0.07'
3 1/2" DIA BRASS FLAT HEAD
MARKER WITH 2" MIN SHANK FOR
CASTING INTO CONCRETE POST
FACE OF PRECAST
CONCRETE POST
4
f
t
m
a
x
4
f
t
m
a
x
4
f
t
m
a
x
4
f
t
m
a
x
N.T.S.
TYPICAL FIBER ROLL INSTALLATION
ENTRENCHMENT DETAIL
N.T.S.
NOTES:
INSTALL FIBER ROLL
ALONG A LEVEL CONTOUR
4"
2"
20 FT MEASURED ALONG
THE FACE OF THE SLOPE
AS SHOWN
FIBER ROLL 6-IN
WOOD STAKES
MAX 4 FT SPACING
S
L
O
P
E
V
A
R
IE
S
FIBER ROLL
MAXIMUM LENGTH 12-IN (NOTE 2)
2
1
4
1
2
1
1
2
"
V
E
G
E
T
A
T
IV
E
L
A
Y
E
R
~
~
3-INCH THICK GRAVEL
SUBGRADE
1'
1'
6"6"
16OZ/SY NONWOVEN GEOTEXTILE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
FOUNDATION LAYER
CONSOLIDATED WASTE
9
-
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
VEGETATIVE LAYER
12"
24"
3'
LFG 12-IN WIDE MULTI-FLOW
DRAIN STRIP (OR APPROVED
EQUIVALENT)
DOUBLE-SIDED BLANKET
GEOCOMPOSITE
40 MIL DOUBLE-SIDED
TEXTURED LLDPE
GEOMEMBRANE
3"Ø HDPE SDR-11 LFG VENT RISER
LFG MULTI-FLOW DRAIN
STRIP (OR APPROVED
EQUIVALENT) CONNECTOR
GEOMEMBRANE BOOT
DOUBLE-SIDED DRAINAGE
GEOCOMPOSITE
MOSQUITO SCREEN
PLAN
SECTION A-A'
1"
12"
LFG 1-IN. THICK, 12-IN. WIDE
MULTI-FLOW DRAIN STRIP (OR
APPROVED EQUIVALENT)
LFG MULTI-FLOW DRAIN STRIP
(OR APPROVED EQUIVALENT)
CONNECTOR FITTING
3"Ø SDR-11
RISER PIPE
E
A
R
T
H
F
IL
L
/E
X
IS
T
IN
G
G
R
A
D
E
3
1
1'
3-INCH THICK GRAVEL
SUBGRADE
6"
16OZ/SY NONWOVEN GEOTEXTILE
3
1
6"
B
C
D
E
F
876543
G
21
87654321
B
C
D
E
F
G
AA
INITIAL REMEDIATION - LANDFILL AREA
PORT OF STOCKTON
2201 WEST WASHINGTON STREET, STOCKTON, CALIFORNIA 95203
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
17
JUNE 2021
WR2501B
CONSTRUCTION DRAWINGS
WR2501B-15
JM
BX
JM
FS
FS17
DETAILS III
1. THICKNESS AND OVERLAP GEOMETRY OF GEOSYNTHETICS SHOWN ARE
EXAGGERATED IN SCALE RELATIVE TO OTHER LAYERS FOR ILLUSTRATIVE
PURPOSES ONLY.
2. INSTALLER SHALL NOT PUNCTURE GEOSYNTHETICS.