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2' BASE OPERATIONS SOIL LAYER
<br />8 OZ GEOTEXTILE SEPARATOR
<br />0.75' LCRS GRAVEL DRAINAGE LAYER
<br />12 OZ GEOTEXTILE CUSHION
<br />60 MIL HDPE GEOMEMBRANE
<br />TEXTURED BOTH SIDES
<br />r GFOSYNTHETFOU DIC CLAY ATION LAYER RPREPARATION
<br />PRIMARY BASE LINER SYSTEM
<br />HYDROSEED
<br />—2' SIDE SLOPE OPERATIONS SOIL LAYER
<br />r GEOCOMPOSITE DRAIN MATERIAL
<br />60 MIL HDPE GEOMEMBRANE,
<br />TEXTURED BOTH SIDES
<br />GEOSYNTHETIC CLAY LINER (GCL)
<br />6" MIN. SUBGRADE PREPARATION LAYER
<br />SIDE SLOPE LINER SYSTEM
<br />SECTION 2
<br />1 "=2' 7
<br />9,
<br />SIDE SLOPE LINER SYSTEM 2
<br />p�� • 1 BASE LINER SYSTEM 717
<br />-
<br />�G%t xx�� 12 OZ GEOTEXTILE CUSHION—
<br />.
<br />USHION
<br />\/.\� .' PER PLAN
<br />Ark, 4
<br />EXTEND GEOCOMPOSITE
<br />DRAIN MATERIAL OVER
<br />LCRS GRAVEL DRAINAGE LAYER NOTE;
<br />12 OZ GEOTEXTILE CUSHION
<br />TERMINATES AT SIDE SLOPE
<br />BASE TO SIDE SLOPE LINER SYSTEM OVERLAP
<br />SECTION 3
<br />1 "=2' 6 7
<br />NOTE; EARTHFILL ANCHOR
<br />TO BE PLACED BEFORE
<br />SIDE SLOPE OPERATIONS
<br />LINER.
<br />12' —
<br />2'
<br />4' —
<br />3'
<br />3'
<br />4'
<br />PROTECTIVE PLYWOOD COVER
<br />2 1 I
<br />SIDE SLOPE LINER SYSTEM 727
<br />EARTHFILL BERMj11/
<br />2 2' SIDE SLOPE OPERATIONS LAYER
<br />- EARTHFILL �'r\
<br />x
<br />TOP OF SLOPE ANCHOR TRENCH
<br />SECTION 4
<br />1 91=59 \WU
<br />EARTH FI LL
<br />INTERIM SIDE OF SLOPE BASE LINER TERMINATION AND ANCHOR TRENCH
<br />SECTION
<br />--yool
<br />1 "=2' 6 7
<br />12 OZ GEOTEXTILE CUSHION
<br />2' OPERATIONS SOIL LAYER
<br />0.75' LCRS GRAVEL DRAINAGE LAYER (LCRS PIPE, SPACING AT 150' q TO
<br />ice'® O—f
<br />TYP.
<br />.° LCRS GRAVEL
<br />DRAINAGE
<br />GEOTEXTILE SEPARATOR—,,,,,
<br />. ,
<br />PER . PL4NPER PLAN
<br />—.. ,
<br />LL IW
<br />Z
<br />J
<br />0
<br />L
<br />L
<br />BLIND FLANGE WITH STAINLESS STEEL BOLTS,
<br />NUTS, WASHERS AND GASKET
<br />STEEL POST BOLLARD 2
<br />7 13 5' 2'31
<br />f
<br />I 3'
<br />f
<br />60 MIL HDPE GOEMEMBRANE �\,+ //�1 1 MIN.
<br />TEXTURED BOTH SIDES
<br />3 ///\\//�\j�� 4" DIA PE FORATED HDPE LCRS PIPE WITH SS WIRE
<br />6" DIA PERFORATED HDPE LCRS PIPE
<br />FOUNDATION LAYER PREPARATION PERFORATIONS PER
<br />9
<br />7 7
<br />3" MIN. LCRS GRAVEL
<br />DRAINAGE BEDDING
<br />LEACHATE COLLECTION AND REMOVAL SYSTEM (LCRS)
<br />SECTION r6
<br />1 "=2' 6,10 1
<br />2% 2' MIN. 1
<br />IA7
<br />PERFORATED HDPE LCRS
<br />4" DIA. LCRS PIPE WITH SS WIRE ROPE
<br />PIPES, PERFORATIONS PER 7 7
<br />J
<br />T,,,*..,[
<br />6" DIA LCRS PIPE
<br />w
<br />z g
<br />M
<br />J
<br />6" DIAM.
<br />0 0
<br />6'
<br />ES
<br />ES
<br />ES
<br />DT
<br />REV
<br />.,
<br />EXTRUSION MOLDED CROSS
<br />I DES BY
<br />1 CHK BY
<br />WITH TWO 6"X4" REDUCERS
<br />3'
<br />4'
<br />PROTECTIVE PLYWOOD COVER
<br />2 1 I
<br />SIDE SLOPE LINER SYSTEM 727
<br />EARTHFILL BERMj11/
<br />2 2' SIDE SLOPE OPERATIONS LAYER
<br />- EARTHFILL �'r\
<br />x
<br />TOP OF SLOPE ANCHOR TRENCH
<br />SECTION 4
<br />1 91=59 \WU
<br />EARTH FI LL
<br />INTERIM SIDE OF SLOPE BASE LINER TERMINATION AND ANCHOR TRENCH
<br />SECTION
<br />--yool
<br />1 "=2' 6 7
<br />12 OZ GEOTEXTILE CUSHION
<br />2' OPERATIONS SOIL LAYER
<br />0.75' LCRS GRAVEL DRAINAGE LAYER (LCRS PIPE, SPACING AT 150' q TO
<br />ice'® O—f
<br />TYP.
<br />.° LCRS GRAVEL
<br />DRAINAGE
<br />GEOTEXTILE SEPARATOR—,,,,,
<br />. ,
<br />PER . PL4NPER PLAN
<br />—.. ,
<br />LL IW
<br />Z
<br />J
<br />0
<br />L
<br />L
<br />BLIND FLANGE WITH STAINLESS STEEL BOLTS,
<br />NUTS, WASHERS AND GASKET
<br />STEEL POST BOLLARD 2
<br />7 13 5' 2'31
<br />f
<br />I 3'
<br />f
<br />60 MIL HDPE GOEMEMBRANE �\,+ //�1 1 MIN.
<br />TEXTURED BOTH SIDES
<br />3 ///\\//�\j�� 4" DIA PE FORATED HDPE LCRS PIPE WITH SS WIRE
<br />6" DIA PERFORATED HDPE LCRS PIPE
<br />FOUNDATION LAYER PREPARATION PERFORATIONS PER
<br />9
<br />7 7
<br />3" MIN. LCRS GRAVEL
<br />DRAINAGE BEDDING
<br />LEACHATE COLLECTION AND REMOVAL SYSTEM (LCRS)
<br />SECTION r6
<br />1 "=2' 6,10 1
<br />2% 2' MIN. 1
<br />IA7
<br />r
<br />EARTHFILL BERM -
<br />RISER SUPPORT
<br />N.
<br />ANCHOR TRENCH
<br />NOMINAL
<br />PIPE DIA.
<br />E:1DE�
<br />0.5 MIN. INI SIDE
<br />E:1=E:1
<br />E:1DE:1
<br />0.18"
<br />20'
<br />J
<br />J
<br />U_
<br />0
<br />Z
<br />U_
<br />0 Ln
<br />L-6
<br />2 or
<br />J Q
<br />� 2
<br />4" DIA. HDPE PIPE BEND
<br />4" DIA. HDPE LCRS RISER PIPE
<br />WITH STAINLESS STEEL WIRE ROPE
<br />LCRS PIPE INTERSECTION (TYP)
<br />DETAIL
<br />1"=50 6 7
<br />TOE OF SLOPE
<br />PROTECTIVE PLYWOOD COVER
<br />4" DIA. HDPE LCRS RISER (NON PERFORATED)
<br />PIPE WITH STAINLESS STEEL WIRE ROPE
<br />S.S. WIRE ROPE
<br />,\311 SIDE SLOPE LINER SYSTEM 2
<br />� 7 7
<br />xx
<br />xx
<br />6" 70% SOIL -30% BENTONITE
<br />PLUG�x� .
<br />3 LINEAR FT O.0 FROM PIPE
<br />SECTION 8
<br />1 "=5' 6 7
<br />NOTES:
<br />1. TOLERANCES FOR SLOT LENGTH SHALL BE ± 1/8" MAX
<br />2. DRILLED HOLES MAY BE SUBSTITUTED FOR SLOTS
<br />3. PROVIDE 6 ROWS OF SLOTS AT 60' FOR 18" DIA. PIPE
<br />PIPE PERFORATION
<br />DETAIL 9
<br />N.T.S. 7,96
<br />:: Shaw Environmental, Inc.
<br />01,
<br />-A CB&I ComDanv
<br />This drawing represents intellectual property of CB&I, Inc. Any modification to the
<br />original by other than Shaw Environmental, Inc. personnel violates its original purpose
<br />and as such is rendered void. CB&I, Inc. will not be held liable for any changes
<br />made to this document without express written consent of the originator.
<br />1/2" INSIDE MIN.
<br />120' TYP. TOP OF PIPE
<br />1" OUTSIDE (TYP.)
<br />NVERT OF SLOTTED HDPE PIPE
<br />SECTION A
<br />M.T.S. 7
<br />LINER SYSTEM DETAILS
<br />CONSTRUCTION OF AREA 5
<br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DWG. N0.
<br />7
<br />of 18
<br />PROJECT NO.
<br />150040
<br />D
<br />0/31/201 ISSUED FOR CONSTRUCTION
<br />ES
<br />ES
<br />ES
<br />DT
<br />REV
<br />DATE DESCRIPTION
<br />OWN BY
<br />I DES BY
<br />1 CHK BY
<br />APP BY
<br />DATE OF ISSUE OWN BY E. SCH.NEI.D.E:R CHK BY E. SCH-NEIDER
<br />10- 3iL4 DES BY E. SC_HN.EIDER APP BY D. TH.OMPSON_
<br />OF
<br />r
<br />EARTHFILL BERM -
<br />RISER SUPPORT
<br />N.
<br />ANCHOR TRENCH
<br />NOMINAL
<br />PIPE DIA.
<br />E:1DE�
<br />0.5 MIN. INI SIDE
<br />E:1=E:1
<br />E:1DE:1
<br />0.18"
<br />20'
<br />J
<br />J
<br />U_
<br />0
<br />Z
<br />U_
<br />0 Ln
<br />L-6
<br />2 or
<br />J Q
<br />� 2
<br />4" DIA. HDPE PIPE BEND
<br />4" DIA. HDPE LCRS RISER PIPE
<br />WITH STAINLESS STEEL WIRE ROPE
<br />LCRS PIPE INTERSECTION (TYP)
<br />DETAIL
<br />1"=50 6 7
<br />TOE OF SLOPE
<br />PROTECTIVE PLYWOOD COVER
<br />4" DIA. HDPE LCRS RISER (NON PERFORATED)
<br />PIPE WITH STAINLESS STEEL WIRE ROPE
<br />S.S. WIRE ROPE
<br />,\311 SIDE SLOPE LINER SYSTEM 2
<br />� 7 7
<br />xx
<br />xx
<br />6" 70% SOIL -30% BENTONITE
<br />PLUG�x� .
<br />3 LINEAR FT O.0 FROM PIPE
<br />SECTION 8
<br />1 "=5' 6 7
<br />NOTES:
<br />1. TOLERANCES FOR SLOT LENGTH SHALL BE ± 1/8" MAX
<br />2. DRILLED HOLES MAY BE SUBSTITUTED FOR SLOTS
<br />3. PROVIDE 6 ROWS OF SLOTS AT 60' FOR 18" DIA. PIPE
<br />PIPE PERFORATION
<br />DETAIL 9
<br />N.T.S. 7,96
<br />:: Shaw Environmental, Inc.
<br />01,
<br />-A CB&I ComDanv
<br />This drawing represents intellectual property of CB&I, Inc. Any modification to the
<br />original by other than Shaw Environmental, Inc. personnel violates its original purpose
<br />and as such is rendered void. CB&I, Inc. will not be held liable for any changes
<br />made to this document without express written consent of the originator.
<br />1/2" INSIDE MIN.
<br />120' TYP. TOP OF PIPE
<br />1" OUTSIDE (TYP.)
<br />NVERT OF SLOTTED HDPE PIPE
<br />SECTION A
<br />M.T.S. 7
<br />LINER SYSTEM DETAILS
<br />CONSTRUCTION OF AREA 5
<br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DWG. N0.
<br />7
<br />of 18
<br />PROJECT NO.
<br />150040
<br />
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