CONSULTANT TITLE

PROJECT No. Rev.

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SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDR JDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDR JDR RH KGH

             

             

             

             

             

1 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

TITLE SHEET

GEOTECHINCAL BORING LOCATION

MONITORING WELL LOCATION

SLOPE INDICATOR

GRADE INDICATOR

PROPERTY BOUNDARYPERMITTED LANDFILL FOOTPRINT

MODULE 6 LIMIT

HORIZONTAL:VERTICAL

SURVEY CONTROL POINT

SLOPE INDICATOR

SOURCE: U.S.G.S. 1:100,000 MAP; MONTEREY, CALIFORNIA, 1983.

San Diego

Los Angeles

Bakersfield

Fresno

San Francisco

San Jose

Oakland

Sacramento

ModestoStockton

Monterey

Santa Barbara

Redding

LEGEND

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT

CONSTRUCTION DRAWINGSMODULE 6 LINER SYSTEM

SITE

MONTEREY PENINSULA LANDFILL

1. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATEOF TOPOGRAPHY: JUNE 29, 2018. DATUM: NAVD88.

2. SURVEY CONTROL POINTS BASED ON NAD83 CA STATE ZONE IV.3. THE PROJECT SITE IS LOCATED IN UNINCORPORATED MONTEREY

COUNTY. THE APPLICABLE CALIFORNIA SALES TAX RATE IS 7.75%.4. CONTRACTOR WORK HOURS MAY OCCUR BETWEEN 6 AM AND 6 PM

MONDAY THROUGH SATURDAY UNLESS APPROVED OTHERWISE. THEPOSTED PUBLIC GATE HOURS ARE MONDAY THROUGH FRIDAY 7 AM TO 4PM AND SATURDAY 8 AM TO 4 PM.

GENERAL NOTES

AB AGGREGATE BASEAC ASPHALT CONCRETECMP CORRUGATED METAL PIPECPP CORRUGATED POLYETHYLENE PIPEDST DOUBLE-SIDED TEXTUREDFT FEETHDPE HIGH DENSITY POLYETHYLENEHMA HOT MIX ASPHALTIE INVERT ELEVATIONIN INCHESMSL MEAN SEA LEVELNTS NOT TO SCALESSV SELECT SOIL VENEER

ABBREVIATIONS

PROJECT VICINITY

DETAIL/SECTION DESIGNATIONDRAWING WHERE SECTION/DETAIL IS LOCATED

DRAWING WHERE SECTION/DETAIL IS FIRST REFERENCED

VICINITY MAP LOCATION MAP

A2 3

1V2H

2H:1V

2%

APPROXIMATE EXISTING MODULE LIMIT

DRAWINGNUMBER DESCRIPTION

1 TITLE SHEET

2 EXISTING CONDITIONS

3 EXCAVATION GRADES

4 LINER GRADES

5 NORTHWEST SLOPE AND INTERIM LEACHATE EXTRACTION PLANS

6 CROSS-SECTIONS

7 UNDERDRAIN AND LINER DETAILS

8 LINER DETAILS

9 LINER TERMINATION DETAILS

10 SURFACE WATER CONTROL DETAILS

11 INTERIM LEACHATE EXTRACTION DETAILS

12 LEAK DETECTION SYSTEM DETAILS

13 CALPINE ROAD REALIGNMENT PLAN AND PROFILE

14 SURVEY CONTROL POINT TABLE

DRAWING INDEX

1000

G-41

B-1

LANDFILL GAS PROBE LOCATIONGP-6A

6 in DIA. LEACHATE EXTRACTION PIPE

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SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

2 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

EXISTING CONDITIONS TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

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300 600

1'' = 300'

LEGEND

PROPERTY BOUNDARY

PERMITTED LANDFILL FOOTPRINT

MODULE 6 LIMIT

APPROXIMATE EXISTING MODULE LIMIT

1. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OFTOPOGRAPHY: JUNE 29, 2018. DATUM: NAVD88.

2. PROTECT EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRSASSOCIATED WITH DAMAGES TO ANY UTILITIES INCURRED BY THE CONTRACTOR ORASSOCIATED SUBCONTRACTORS.

NOTE(S)

MODULE 6

MODULE 1(EXISTING)

MODULE 2(EXISTING)

MODULE 3(EXISTING)

MODULE 4(EXISTING)

MODULE 5(EXISTING)

SALINAS RIVER

CONCRETERECYCLING

SANDPROCESSING

MONTEREY REGIONALWATER POLLUTION CONTROL AGENCY

WASTEWATER TREATMENT PLANT

COMPOSTINGOPERATION

MATERIALS RECOVERY FACILITYSITE ENTRANCE

SCALES

ADMINISTRATION BUILDING

TRUCK YARD ADMINISTRATIONAND MAINTENANCE SHOP

MODULE 6 AREA

APPROXIMATE BORROW/STOCKPILE LIMIT

WATER SOURCE

CONTRACTOR'SSTAGING AREA

CONTRACTOR STAGING AREA

ACCESS FROM DELMONTE BOULEVARD

STOCKPILE

MODULE 6 AND CALPINE REALIGNMENT EARTHWORK BOUNDARY

MODULE 6 POND BOUNDARY

CLAYSTOCKPILE

SANDSTOCKPILE

CALPINE ROADREALIGNMENT(DRAWING 13)

1%

1%

1%

1%

1%

2%

3%

2%2%

2%

2%

2H:1V

2H:1V

2H:1

V2H

:1V

2H:1

V

0.25%

1%

GT-3

B-2

GT-1

CC-1B

B-1

42 (79)

G-27

G-40

G-41

3%

20 3016 18 22 24 26 28

2014 16 18 22 24

203040

20

20

20

30 20

20

30

3030

40

2020

3040

5060

7080

30

40

50

10

10

20

1001

10021003 10041005

1006

1007

1008

1009

1010

10111012

1013

1014

10241025 1026 1027

1028

1029

1030

1031

1032

1033

10341035

1036 1037

1038

10391040

10411042

1043

1044

1045

10461047

10481049

1050

10531054

10551056

1061106210631064

1065

10661067

1068

1069

1070

1071

1072

10731074

10751076

10901091

1092

1093

10941095

1096

1097

1104

1105

11061107

2H:1V

14

2030

4050

6070

80

1013

1014

1040

10411042

1043

1044

1045

10461047

10481049

1050

10531054

10551056

1104

1105

110611071108

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SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

3 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

EXCAVATION GRADES TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

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60 120

1'' = 60'

LEGEND

1. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 29, 2018. DATUM: NAVD88.2. PROTECT EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS ASSOCIATED WITH DAMAGES TO ANY

UTILITIES INCURRED BY THE CONTRACTOR OR ASSOCIATED SUBCONTRACTORS.3. ELEVATED STORAGE TANKS AND ELECTRICAL SUPPLY WITHIN THE FOOTPRINT OF THE PROPOSED EXCAVATION AND/OR FILLS

SHALL BE REMOVED BY OTHERS.4. SALVAGE AND DELIVER TO OWNER.5. SEE SHEET 14 FOR SUBGRADE SURVEY CONTROL TABLE.6. SEE DRAWING 12, DETAIL 3 FOR WELL ABANDONMENT REQUIREMENTS.

NOTE(S)

PERMITTED LANDFILL FOOTPRINT

MODULE 6 LIMIT

APPROXIMATE EXISTING MODULE LIMIT

MODULE 4(EXISTING)

MODULE 5(EXISTING)

MODULE 6

SANDBORROW

AREA

2H:1V2%SLOPE INDICATORGRADE INDICATOR

MONITORING WELL

LANDFILL GAS PROBE

PROPOSED STORMWATER BASIN

GEOTECHINCAL BORING

xx

xxx

xx

xxx

x xx xx

C'3 6

C3 6

A3 6

B'3 6

B3 6

A'3 6

G-27

GP-6A

B-1

13 10SUBGRADE SURVEY CONTROL POINT

(NOTE 5)1000

SEE INSERT BELOWx

x

x

xx

D3 6

D'3 6

APPROXIMATE ALIGNMENT OFMODULE 4 UNDERDRAIN

EXISTING MODULE 4UNDERDRAIN (APPROX.)

APPROXIMATE LOCATIONOF EXISTING FOURUNDERDRAIN PIPES

FLOATING DOCK ANDSTANDPIPES TO BEREMOVED (NOTE 4)

EXISTING STORM DRAIN PIPETO BE REMOVED (NOTE 4)

PROTECT IN-PLACEEXISTING LANDFILLGAS UTILITIES

SEE SHEET 5 FORSUBGRADECONTROL POINTS WATER WELL (NOTE 6)

1%

1%

1%

1%

1%

2%

3%

2%2%

2%

20 3018 22 24 26 28 32

2016 18 22 24 26

20

20

3030

30 40

2%

2H:1V

2H:1V

2H:1

V2H

:1V

2H:1

V

0.25%

1%

3%

2012

2013

20142015

20162017

2018

20192020

2021

20222023

2024

2025

2026

2027

20282029

2030

203120322033

2034

2035

2036

20372038

2039

2040

20412042

2043

2044 2045

20462047

2048

2049 2050

20512052

2053

20542055

2056

2057

205820592060

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41

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

4 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

LINER GRADES TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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7 AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

HIS

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60 120

1'' = 60'

1. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 29, 2018. DATUM: NAVD88. TOPOGRAPHY MODIFIED TOINCLUDE MODULE 6 SUBGRADE (DRAWING 3).

2. CONTRACTOR TO EXPOSE UNDERDRAIN PIPES (4) A MINIMUM OF 2 FEET BEYOND THE EXISTING DAYLIGHT POINT AT EDGE OF MODULE 4 AND EXTENDALONG THE SIDE SLOPE TO DRAIN AT A 1% SLOPE. CONTRACTOR SHALL INITIALLY EXCAVATE AND EXPOSE UNDERDRAIN PIPING AT THE EDGE OF THEMODULE 4 LINER FOR DESIGN ENGINEER'S INSPECTION AND REVIEW. BASED ON ACTUAL PIPING CONDITIONS ENCOUNTERED, DESIGN ENGINEER MAYISSUE A DESIGN CHANGE FOR THE UNDERDRAIN CONSTRUCTION.

3. CONTRACTOR TO EXPOSE THE EXISTING GEOMEMBRANE LINER FOR MODULES 4 AND 5 AND SURVEY THE EDGE OF LINER AT 100 FT SPACING.CONTRACTOR SHALL ADJUST TIE-IN GRADES TO MATCH THE EXISTING MODULES 4 AND 5 EDGE OF LINER.

4. SEE SHEET 14 FOR LINER SURVEY CONTROL POINT TABLE.

NOTE(S) LEGEND

PERMITTED LANDFILL FOOTPRINT

MODULE 6 LIMIT

APPROXIMATE EXISTING MODULE LIMIT

2H:1V

2%

SLOPE INDICATOR

GRADE INDICATOR

MODULE 6

SAND BORROW AREA

xx

xxx

xx

xxx

x xx xx

C'3 6

C3 6

A3 6

B'3 6

B3 6

A'3 6

LINER SURVEY CONTROL POINT(NOTE 4)

2000

STORMWATER CHANNEL2

4 10

LCRS PIPE1

4 7

LCRS PIPE1

4 7

LINER DETAIL1

4 8XX4

4 8

XX3

4 9

XX3

4 8

STORMWATERCHANNEL

24 10

MODULE 4(EXISTING)

MODULE 5(EXISTING)

x

x

x

xx

D3 6

D'3 6

INTERIM LEACHATE EXTRACTION PLAN2

4 5

NORTHWEST SLOPE PLAN1

4 5

6 in DIA. LEACHATE EXTRACTION PIPE

EXISTING MODULE 4 UNDERDRAIN (APPROX.)

MODULE 6UNDERDRAIN

PROPOSED UNDERDRAIN PIPE

XX

XX

44 7

X X

34 9

54 7

APPROXIMATE LOCATION OF FOURUNDERDRAIN PIPES (NOTE 2)

NEW SACRIFICIAL GEOMEMBRANE COVER

AREA FOR EROSION CONTROL BLANKETAND STRAW WATTLE INSTALLATION

16

2000 2001

2002

2003

2004

2005

2006 2007 2008

2009

20102011

2061

20622063

2064

2065 2066

2067

1000

1015

1016

1017

10181019

1020

1021 1022

1023

1051

1052

10571058

1059

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51

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

5 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

NORTHWEST SLOPE AND INTERIM LEACHATE EXTRACTIONPLANS

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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Dat

e: 2

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01-1

0 T

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2:34

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PM |

Prin

ted

By: J

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b D

ate:

201

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Tim

e:8:

42:4

5 AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

HIS

MEA

SUR

EMEN

T D

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NO

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15 30

1'' = 15'

1. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 29, 2018. DATUM: NAVD88.TOPOGRAPHY MODIFIED TO INCLUDE MODULE 6 SUBGRADE (DRAWING 3).

2. CONTRACTOR TO EXPOSE UNDERDRAIN PIPES (4) AT EDGE OF MODULE 4 AND EXTEND ALONG THE SIDE SLOPE TO DRAIN AT A1% GRADE.

3. SEE SHEET 14 FOR SUBGRADE AND LINER SURVEY CONTROL POINT TABLES.4. THE ENTIRE 40-MIL SACRIFICIAL GEOMEMBRANE SHALL BE BALLASTED BY SAND BAG LINES PER THE TECHNICAL

SPECIFICATIONS.5. WELD GEOMEMBRANES ALONG ENTIRE EXPOSED MODULE 4 GEOMEMBRANE.

NOTE(S)

LEGEND

PERMITTED LANDFILL FOOTPRINT

MODULE 6 LIMIT

APPROXIMATE EXISTING MODULE LIMIT

2H:1V

2%

SLOPE INDICATOR

GRADE INDICATOR

LINER SURVEY CONTROL POINT(NOTE 3)

2000

0

FEET

6 12

1'' = 6'

UNDERDRAINOUTLET

35 10

XX

44 7

60-MIL GEOMEMBRANESIDE-SLOPE LINER TIE-IN

25 8

UNDERDRAIN PIPES (4 PIPES)BOOT TIE-IN (NOTE 2)

35 7

SIDE SLOPE LINER TERMINATION1

5 9

UNDERDRAINPIPE BOOT

25 7

NORTH SLOPEUNDERDRAIN

65 7

xx

SCALE 1"=6' INTERIM LEACHATE EXTRACTION PLAN24 5

xx

SCALE 1"=15' NORTHWEST SLOPE PLAN14 5

6 in DIA. LEACHATE EXTRACTION PIPE2%

2%2%

2%

3%

2%

1%

1%

1%

LINER ANCHOR2

5 9

LINER ANCHOR2

5 9

XX4

4 7

MODULE 4 UNDERDRAINALIGNMENT (APPROX.)

16

14

14

1%

18x

18x

1%

1%

1%

18x

16

2H:1V

3H:1V

2H:1V

2H:1

V

2H:1V

2H:1

V

XX

XX

X X

X X

15 11

35 11

55 11

45 11

18-INCH DIA. LEACHATE RISER6-INCH DIA. LCRS PIPE TERMINATION

SUBGRADE SURVEY CONTROL POINT(NOTE 3)

1000

X X

55 8

NEW HDPE RAIN GUTTER NO. 2

EQUIPMENT TO BEREMOVED BY OTHERS

TIE NEW HDPE GUTTER INTOEXISTING GUTTER

NEW HDPE RAIN GUTTER NO. 1

EXISTING HDPERAIN GUTTER

WELD 30-MIL GEOMEMBRANE TOEXISTING 60-MIL GEOMEMBRANE

(NOTE 5)

APPROXIMATE LIMIT OF 40-MILSACRIFICIAL GEOMEMBRANE (NOTE 4)

STORMWATER CHANNEL2

4 10

PERMITTEDLANDFILL

LIMIT

ELEV

ATIO

N (F

T)

ELEV

ATIO

N (F

T)

DISTANCE (FEET)

-20

0

20

40

60

80

-20

0

20

40

60

80

0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600 1,700

ELEV

ATIO

N (F

T)

ELEV

ATIO

N (F

T)

DISTANCE (FEET)

-20

0

20

40

60

80

-20

0

20

40

60

80

0 100 200 300 400 500 600

ELEV

ATIO

N (F

T)

ELEV

ATIO

N (F

T)

DISTANCE (FEET)

-20

0

20

40

60

80

-20

0

20

40

60

80

0 100 200 300 400 500 550

ELEV

ATIO

N (F

T)

ELEV

ATIO

N (F

T)

DISTANCE (FEET)

-20

0

20

40

60

80

100

120

-20

0

20

40

60

80

100

120

0 100 200 300

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SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

6 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

CROSS-SECTIONS TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

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40 80

1'' = 40'

LEGEND

SLOPE INDICATOR

1. TOPOGRAPHIC PROFILE GENERATED FROM TOPOGRAPHIC INFORMATION PROVIDED BYAERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 29, 2018.

2. CONTRACTOR TO EXPOSE THE EXISTING GEOMEMBRANE LINER FOR MODULES 4 AND 5AND SURVEY THE EDGE OF LINER AT A MAXIMUM OF 100 FT SPACING AND AT ALL ANGLEPOINTS. CONTRACTOR SHALL ADJUST TIE-IN GRADES TO MATCH THE EXISTINGMODULES 4 AND 5 EDGE OF LINER.

NOTE(S)

A3

SCALE 1"=60'VERT. SCALE 1x

CROSS-SECTION A-A'

B3

SCALE 1"=40'VERT. SCALE 1x

CROSS-SECTION B-B' A3

SCALE 1"=40'VERT. SCALE 1x

CROSS-SECTION C-C'

2% GRADE INDICATOR

1V2H

MODULE 6

DETAIL

A3 6

B3 6

C3 6

MOD. 5MODULE 6

MODULE 6 MOD. 4MODULE 6 MODULE 6

44 7

1V2H

1V2H

1V2H1%

JUNE 29, 2018 TOPOGRAPHYMODULE 6 LINER GRADE

MODULE 6 SUBGRADEDETAIL

44 8DETAIL

14 7

MODULE 6

JUNE 29, 2018 TOPOGRAPHY

MODULE 6 LINER GRADE

MODULE 6 SUBGRADE

JUNE 29, 2018 TOPOGRAPHY

MODULE 6 LINER GRADE

MODULE 6 SUBGRADE

EXISTING STORMWATER BASIN

34 9

34 8

34 9

34 8

0

FEET

60 120

1'' = 60'

EXISTING LINEREXISTING LINER

APPROX.EXISTING

LINER

1V2H

DETAIL4

4 7

MODULE 6 LINER GRADE

MODULE 6 SUBGRADE

TIE TOEXISTING

GRADE

DETAIL2

5 9

JUNE 29, 2018 TOPOGRAPHY

A3

SCALE 1"=40'VERT. SCALE 1x

CROSS-SECTION D-D'D3 6

MODULE 6

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORKLIMIT OF WORK

MOD. 4

MODULE 6ACCESS ROAD

MODULE 6ACCESS ROAD

5.0

FT M

IN.

COMPACTED CLAY LINER

1 FT

2 FT

5 FT MIN.

2 FT 2 FT

14 FT

1V2H

1V3H

6 in DIA. SDR-11 PERFORATED HDPELEACHATE COLLECTION LATERAL

DRAINAGE GRAVEL

8 oz GEOTEXTILE

GEOSYNTHETIC CLAY LINER (GCL)

SUBGRADE

SUBGRADE

2 FT

1%

OPERATIONS LAYER

LCRS DRAINAGE LAYER

1 FT

60 mil SINGLE-SIDED TEXTURED HDPEGEOMEMBRANE (TEXTURED SIDE DOWN)

3 ft MIN.

SACRIFICIAL GEOMEMBRANE COVER

3 FT MIN.60 mil DOUBLE-SIDED TEXTURED GEOMEMBRANE

1 FT

2 FT

SUBGRADE

OPERATIONS LAYER

COMPACTED CLAY LINER

60 mil DOUBLE-SIDED TEXTURED (TEXTUREDSIDE DOWN) HDPE GEOMEMBRANE

20 in

4 FT

8 oz GEOTEXTILELEACHATE DRAINAGE GRAVEL

6 in DIA. SDR-11 PERFORATED HDPELEACHATE COLLECTION PIPE

LCRS DRAINAGE LAYER

1 FT

35 FT WATER TABLESUBGRADE

1V2H

2 FT OPERATIONSLAYER

4 in DIA. SDR-11 PERFORATED HDPE PIPE

2 FT

1 FT 10%

ENGINEERED FILL

5 FT

8 oz GEOTEXTILE

GEOSYNTHETIC CLAY LINER (GCL)60 mil SINGLE-SIDED TEXTURED (TEXTURED SIDE DOWN) HDPE GEOMEMBRANE

1V1.5H

DRAINAGE GRAVEL

4 in DIA. SOLID HDPE PIPE FROM MODULE 4

SACRIFICIAL GEOMEMBRANE COVER

3 FT MIN.

3 ft MIN.

60 mil SINGLE-SIDED TEXTURED(TEXTURED SIDE DOWN) HDPE LINER

SUBGRADE

GEOSYNTHETIC CLAY LINER

WEST DOWN SLOPEANCHOR TRENCH

VARIES

2 FT

2 FT MIN.

1 FT

MIN

.

1 FTMIN.

ENGINEEREDFILL

4 in DIA. SOLID SDR 17 HDPE PIPE4 in DIA. HDPE COUPLING

DRAINAGE GRAVEL

4 in DIA. PERFORATED SDR 17 HDPE PIPE8 oz GEOTEXTILE

WELDHDPE PIPE BOOT

NEOPRENE GASKET

WELD

WELD

TWO (2) STAINLESS STEEL CLAMPS (OUTSIDE OF BOOT)

4 in DIA. SOLIDSDR 11 HDPE PIPE

ENGINEERED FILL

ANCHOR TRENCH BACKFILL

SACRIFICIAL GEOMEMBRANE COVER EXISTING 60 mil SINGLE-SIDEDTEXTURED HDPE LINER

EXISTING GEOSYNTHETIC CLAY LINEREXISTING DRAINAGE GRAVEL

5 FT60 mil SINGLE-SIDED TEXTURED(TEXTURED SIDE DOWN) HDPE LINER

GEOSYNTHETIC CLAY LINERDRAINAGE GRAVEL

ENGINEEREDFILL EXISTING ENGINEERED FILL

EXISTING 4 in DIA. SOLID SDR 17 HDPE PIPEEXISTING 4 in DIA. HDPE COUPLING

EXISTING 4 in DIA. PERFORATED SDR 17 HDPE PIPEEXISTING 8 oz GEOTEXTILE

VARIES

2 FT

EXISTING MODULE 4 WESTDOWN SLOPE ANCHOR TRENCH

EXISTING NEOPRENE GASKET (TO BE REMOVED)EXISTING STAINLESS STEEL CLAMPS (OUTSIDE OF BOOT) (TO BE REMOVED)

4 in DIA. SOLIDSDR 11 HDPE PIPE

8 oz GEOTEXTILE

EXISTING 4 in DIA. HDPE ELBOW (TO BE REMOVED)

WELD NEW PIPE TO EXISTING PIPECUT EXISTING LINERS

SEE NOTE 2

SACRIFICIAL GEOMEMBRANE COVER

WELD

5.0

FT M

IN.

OPERATIONS LAYER

COMPACTED CLAY LINER1

FT2

FT5 FT MIN.

1V2H

8 oz GEOTEXTILE

GEOSYNTHETIC CLAY LINER (GCL)

SUBGRADE

SUBGRADE

2 FT

1%

LCRS DRAINAGE LAYER

1 FT

60 mil SINGLE-SIDED TEXTURED HDPE GEOMEMBRANE(TEXTURED SIDE DOWN)

DRAINAGE GRAVEL6 in DIA. SDR-11 PERFORATED HDPE

LEACHATE COLLECTION LATERAL

2.5 FT MIN.

SACRIFICIAL GEOMEMBRANE COVER

3 FT MIN.

2.5 ft MIN.

60 mil DOUBLE-SIDED TEXTURED GEOMEMBRANE

--

SCALE 1"=2' NORTHWEST SLOPE LEACHATE COLLECTION TRENCH

--

SCALE 1"=2' LCRS SECTION

www.golder.com

01

in

1779479  

DRAWING

71

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

7 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

UNDERDRAIN AND LINER DETAILS TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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:18

AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

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42

1'' = 2'

44 7

14 7

--

SCALE 1"=2' UNDERDRAIN AND NORTH SLOPE LINER DETAIL65 7

1. GEOSYNTHETICS EXAGGERATED FOR CLARITY.2. DETAIL 3 ON THIS SHEET DOES NOT SHOW NEW MODULE 6 PERFORATED UNDERDRAIN

PIPE.3. DETAIL 2 ON THIS SHEET DOES NOT SHOW SOLID MODULE 4 UNDERDRAIN PIPE. A

SEPARATE PIPE BOOT WILL BE INCLUDED FOR THIS PIPE.

NOTE(S)

--

SCALE 1"=2' UNDERDRAIN PIPE BOOT DETAIL25 7 x

xSCALE 1"=2' TIE-IN UNDERDRAIN PIPE BOOT DETAIL3

5 7

--

SCALE 1"=2' WEST SLOPE TOE54 7

APPROX. 2 FT MIN.OVERLAP GEOTEXTILE

3 FT

2 FT

SUBGRADE

EXISTING 60 mil SINGLE-SIDEDTEXTURED HDPE LINER

EXISTING GEOSYNTHETICCLAY LINER

EXISTING DOWN SLOPEANCHOR TRENCH

60 mil SINGLE-SIDEDTEXTURED HDPE LINER

(TEXTURED SIDE DOWN)

GEOSYNTHETICCLAY LINER

WELD

MODULE 6 MODULE 4

5 ft

NEW SACRIFICIALGEOMEMBRANE

REMOVE EXISTING RAIN CAP ANCHORIF PRESENT AND DISPOSE OF ATACTIVE LANDFILL FACE

EXISTING PLYWOOD (TO BE REMOVED)WELD TO EXISTING GEOMEMBRANE

EXISTING COMPACTED CLAY LINERSUBGRADE

SUBGRADE

EXISTING DRAINAGE LAYER

EXISTINGOPERATIONS LAYER

EXISTING 60 mil SINGLE-SIDEDTEXTURED GEOMEMBRANE

(TEXTURED SIDE DOWN)

COMPACTED CLAY LINER

OPERATIONS LAYER

1V2H

2 FT

2 FT

60 mil SINGLE-SIDEDTEXTURED GEOMEMBRANE

(TEXTURED SIDE DOWN)

EXISTING AGGREGATE BASE (TO BE REMOVED)

30 ft1V

3H

EXISTING LINER ANCHOR TRENCH

EXISTING

INTERIM COVER

REFUSE

CUT AND REMOVE GEOMEMBRANE

MODULE 6 MODULE 5

12 in

2 FT

2 FT

SUBGRADEEXISTING OPERATIONS LAYER

EXISTING LINERANCHOR TRENCH

3 FT

15 FT

1V2H

2.0%EXISTING ASPHALT CHIP ROAD BASE (TO BE REMOVE)

EXISTING 8 oz GEOTEXTILE (TO BE REMOVE)

EXISTING 60 mil HDPE RUB SHEET (TO BE REMOVE)

EXISTING 60 mil SINGLE-SIDEDTEXTURED HDPE GEOMEMBRANE

EXISTING COMPACTED CLAY LINER

EXISTING INTERIM COVER

REFUSE

60 mil SINGLE-SIDED TEXTUREDHDPE GEOMEMBRANE (TEXTUREDSIDE DOWN)

2ft OPERATIONS LAYER

COMPACTED CLAY LINER 1V2H

EXISTINGGROUNDSURFACE

WELD NEW GEOMEMBRANE TO EXISTING GEOMEMBRANE

CUT AND REMOVE GEOMEMBRANE

MODULE 4 MODULE 6

BENCH COMPACTED CLAYLIFTS INTO EXISTING

COMPACTED CLAY LINER

OPERATIONS LAYER

1 FT

2 FT COMPACTED CLAY LINER

SUBGRADE

60 mil DOUBLE-SIDED TEXTUREDHDPE GEOMEMBRANE(TEXTURED SIDE DOWN)

LCRS DRAINAGE LAYER

1 FT

SUBGRADE

1V2H

GEOSYNTHETIC CLAY LINER (GCL)

60 mil SINGLE-SIDED TEXTUREDHDPE GEOMEMBRANE(TEXTURED SIDE DOWN)

EXTRUSION WELD

FLOWLINE

10 1/2 in

6 1/2 in

HDPE CROSSSUPPORT(4 ft O.C .)

3/8 in THICK PREFABRICATED HDPE RAINGUTTER OR EQUIVALENT

40 mil SACRIFICIAL GEOMEMBRANE

www.golder.com

01

in

1779479  

DRAWING

81

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

8 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

LINER DETAILS TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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Dat

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019-

01-1

1 T

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8:46

:02

AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

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42

1'' = 2'

1. GEOSYNTHETICS EXAGGERATED FOR CLARITY.2. EXPOSED SACRIFICIAL GEOMEMBRANE ON THE MODULE 4 SIDESLOPE WILL BE

REMOVED IN THE FUTURE BY OTHERS.

NOTE(S)

--

SCALE 1"=2' TIE-IN SIDE SLOPE LINER SECTION25 8

--

SCALE 1"=2' RAIN GUTTER DETAIL55 8

--

SCALE 1"=2' TIE-IN EXISTING MODULE 5 LINER TERMINATION44 8

--

SCALE 1"=2' TIE-IN EXISTING MODULE 4 LINER TERMINATION34 8

--

SCALE 1"=2' BOTTOM LINER14 8

3 FT

2 FT

SUBGRADE

60 mil SINGLE-SIDED TEXTUREDHDPE GEOMEMBRANE(TEXTURED SIDE DOWN)

GEOSYNTHETICCLAY LINER

WEST DOWN SLOPEANCHOR TRENCH

ANCHOR TRENCH BACKFILL

SACRIFICIAL GEOMEMBRANE COVER

1.5%

2 FT2 FT

OPERATIONS LAYER

COMPACTED CLAY LINER

SUBGRADE

SUBGRADE

ANCHOR TRENCHBACKFILL

2 FT

3 FT

3 FT15 FT

1V2H

1V2H

4 FT

1V2H

5 FT1V

2H2.0%

2%

ACCESS ROAD - RECYCLED BASEROCK(MATERIAL PROVIDED BY OWNER)

8 oz GEOTEXTILE

60 mil HDPE RUB SHEET

60 mil SINGLE-SIDED TEXTUREDHDPE GEOMEMBRANE

(TEXTURED SIDE DOWN)

2 FT

MIN

.

STORMWATER CHANNEL

LCRS DRAINAGE LAYER

0.75 ftCONFORM GRADE TOEXISTING TOPOGRAPHY

INSTALL EROSION CONTROL BLANKET

INSTALL STRAW WATTLE EVERY 10 FT VERTICALLY

GEOSYNTHETICCLAY LINER (GCL)

60 mil SINGLE-SIDED TEXTUREDHDPE GEOMEMBRANE(TEXTURED SIDE DOWN)

3 FT

2 FT

3 FT

1 FT

2 FT

1V2H

1V2H

1V2H

SUBGRADE

ANCHOR TRENCHBACKFILL

ENGINEERED FILL

SACRIFICIAL GEOMEMBRANECOVER

28 ft

32 ft

1V2H

1V2H

1V2H1V

2H

1V2H

6 in ASPHALT CONCRETE10 in CLASS II AGGREGATE BASE

2.0%

SUBGRADE

IF IN CUT

IF IN FILL

IF IN CUT

IF IN FILL

www.golder.com

01

in

1779479  

DRAWING

91

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

9 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

LINER TERMINATION DETAILS TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

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1'' = 2'

1. GEOSYNTHETICS EXAGGERATED FOR CLARITY.NOTE(S)

--

SCALE 1"=2' SIDE SLOPE LINER TERMINATION SECTION15 9

--

SCALE 1"=2' SOUTH SLOPE ANCHOR TENCH34 9

--

SCALE 1"=2' WEST SLOPE LINER ANCHOR25 9

--

SCALE 1"=2' CALPINE REALIGN ROAD SECTION413 9

SUBGRADE

1V1H

4 FT

1V1H

5 FT 2.0%

2%

ACCESS ROAD - RECYCLEDBASE ROCK (MATERIALPROVIDED BY OWNER)

8 oz GEOTEXTILE

SILT FENCE

1V2H

VAR

IES

EL. 6.00

10

10

20

20

30

10041005

1027

1028

1029

1030

1031

10321073

1074

10751076

1077

1078

1079

1080

10811082

1083

1084

1085

1086

1087

1088

1089

10901091

1092

1093

10941095

1096

1097

1098

1099

1100

1101

1102

1103

20

20

30

30

40

40 50

2H:1V

2H:1V

2H:1V

2H:1V

10

10

20

20

30

40

50

10

20

30

40

50

60

2H:1

V

2H:1V

2%

2%

2H:1V

2H:1V

1%

0.25%

5 FT

4 FT

ACCESS ROAD

SILT FENCE

--

8 oz GEOTEXTILE

DAYLIGHT

UNDERDRAIN TRENCH

MODULE 6 LINER LIMIT

4 in DIA. SDR 11SOLID HDPE ELBOWS

4 in DIA. SDR 11SOLID HDPE PIPE

3 FT

- -

3 ft

4 in DIA. SOLID HDPE PIPE FROM MODULE 4(NOTE 6)

2H:1

V

4 in DIA. SDR 11 SOLID HDPE PIPE

4 in DIA. SDR 17 PERFORATED HDPE PIPE

END PERFORATIONS

4 in DIA. PERFORATED HDPE SDR 11 PIPE

4 in DIA. SDR 11 SOLID HDPE PIPE

2%

1V2H

0.25%

TOP OFPERIMETERCHANNEL

4 in DIA. SDR 11SOLID HDPE ELBOW

4 in DIA. SDR 11 SOLID HDPE ELBOW

www.golder.com

01

in

1779479  

DRAWING

101

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

10 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

SURFACE WATER CONTROL DETAILS TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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01-1

1 T

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8:47

:02

AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

HIS

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50 100

1'' = 50'

LEGEND

1. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OFTOPOGRAPHY: JUNE 29, 2018. DATUM: NAVD88.

2. PROTECT EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRSASSOCIATED WITH DAMAGES TO ANY UTILITIES INCURRED BY THE CONTRACTOR ORASSOCIATED SUBCONTRACTORS.

3. MODULE 6 GRADES SHOWN AT SUBGRADE GRADING.4. GEOSYNTHETICS EXAGGERATED FOR CLARITY.5. SEE SHEET 14 FOR SUBGRADE SURVEY CONTROL POINT TABLE.6. ONLY ONE PIPE SHOWN. UP TO FOUR PIPES MAY NEED TO BE EXTENDED.

NOTE(S)

--

SCALE 1"=2' TYPICAL PERIMETER CHANNEL DETAIL24 10

--

SCALE 1"=2' UNDERDRAIN PIPE PLAN35 10

24 7

--

SCALE 1"=50' STORMWATER BASIN PLAN13 10

0

FEET

42

1'' = 2'

MODULE 6 LIMIT

APPROXIMATE EXISTING MODULE LIMIT

2H:1V

2%

SLOPE INDICATOR

GRADE INDICATOR

MODULE 5(EXISTING)

SAND BORROW AREA

MODULE 6

410 10

--

SCALE 1"=2' UNDERDRAIN PIPE SECTION410 10

SUBGRADE SURVEYCONTROL POINT (NOTE 5)1000

LINECONTROL

SURVEY

1 FTNOM.

WELD

2 FT MIN.

3 FT

MIN

.

2 FT NOM.

1V2H

15 FT

LINECONTROLSURVEY

1V2H

OPERATIONS LAYER

LCRS DRAINAGE LAYER 20 in

8 oz GEOTEXTILE

6 in DIA. SDR-11 PERFORATED HDPELEACHATE COLLECTION PIPE

LEACHATE DRAINAGE GRAVEL

TEMPORARY SOIL PLUG(COMPACTED CLAY) 3 FT

COMPACTEDCLAY LINER

LINECONTROLSURVEY

2 FT

SUBGRADE

ANCHOR TRENCH

PIPE BOOT DETAIL

LEACHATE PIPE FROM SOUTHERN HALF OF MODULE 6 (APPROX.)

4 FT x 8 FT PLYWOOD

BLIND FLANGE

6 in DIA. SDR-11 SOLID HDPE LEACHATE COLLECTION PIPE

TEMPORARY 60-MILHDPE GEOMEMBRANE

1%

60 mil DOUBLE-SIDED TEXTUREDHDPE GEOMEMBRANE

- -

LEACHATE PIPE FROM NORTHERN HALF OF MODULE 6 (APPROX.)

5 FT ORANGE SAFETY FENCE

8 oz GEOTEXTILE

ACCESS ROAD - RECYCLED BASE ROCK(MATERIAL PROVIDED BY OWNER)

2 FT

BUTTERFLY VALVE

10 FT

1 FT 5 FT

LYSIMETER

CHRISTYBOX

1/4 in LYSIMETER TUBES WITH 2 in DIA. PROTECTIVE PVC PIPE (2)

UTILITY BOX (CHRISTYBOX B40 OR EQUIVALENT)

ENGINEERED FILL

2%

2%

1 FT

1 FT

2 FT

6 IN

EARTHFILL

LINECONTROLSURVEY

1V2H

LINECONTROLSURVEY

LINECONTROLSURVEY

1V2H

TEMPORARY SOIL PLUG(COMPACTED CLAY)

OPERATIONS LAYER

LCRS DRAINAGE LAYER

8 oz GEOTEXTILE

18 in DIA. SDR-17 PERFORATEDHDPE LEACHATE COLLECTION PIPE

2 FT LEACHATE DRAINAGE GRAVEL

1 FT

1 FT

2 FTCOMPACTED

CLAY LINER

SUBGRADE

18 in DIA. SDR-17 SOLID HDPELEACHATE COLLECTION RISER

4 in

1%

- -

18 in DIA. SDR-17SOLID HDPE ELBOW (13.5°)

18 in DIA. SDR-17 SOLID HDPE ELBOW (13.5°)

6 in DIA. SDR-11 PERFORATED LEACHATE COLLECTION PIPE(FROM NORTHERN HALF OF MODULE 6)

TEMPORARY 60-MIL HDPE GEOMEMBRANE

60 mil DOUBLE-SIDEDTEXTURED HDPEGEOMEMBRANE

10 FT

8 oz GEOTEXTILE

ACCESS ROAD - RECYCLEDBASE ROCK (MATERIALPROVIDED BY OWNER)

BLIND FLANGE

5 FT ORANGE SAFETY FENCE

1 FT

1 FT

SURVEYCONTROLLINE

CL

5 FT NOM.

1 FT

1 FT

2 FT

OPERATIONS LAYER

LCRS DRAINAGE LAYER

2 FT LEACHATEDRAINAGE GRAVEL

LINECONTROLSURVEY

LINECONTROLSURVEY

COMPACTEDCLAY LINER

LINECONTROL

SURVEY

1V2H

1V2H

LINECONTROL

SURVEY

SUBGRADE

8 oz GEOTEXTILE

18 in DIA. SDR-17 PERFORATEDHDPE LEACHATE COLLECTION PIPE6 in DIA. SDR-11 PERFORATED HDPE

LEACHATE COLLECTION PIPE

60 mil DOUBLE-SIDED TEXTUREDHDPE GEOMEMBRANE

1 FT 1 FT

FL

SURVEY CONTROL LINE

TEMPORARY SOIL PLUG (COMPACTED CLAY)

1 FTNOM.

CL

5 FT NOM.

1V2H

1V2H

WELD1 FTNOM.

TEMPORARY 60-MIL HDPE GEOMEMBRANEWELD

60 mil DOUBLE-SIDED TEXTURED HDPE GEOMEMBRANE

TERMINATION BERMTERMINATION BERM

4 FT x 8 FT PLYWOOD6 in DIA. SDR-11 SOLID HDPELEACHATE COLLECTION PIPE

8 oz GEOTEXTILEACCESS ROAD - RECYCLED BASE ROCK(MATERIAL PROVIDED BY OWNER)

UTILITY BOX (CHRISTYBOX B40 OR EQUIVALENT)

INSTALL HDPE PIPE BOOT

LEACHATEDRAINAGE

GRAVEL

TEMPORARY 60-MIL HDPE GEOMEMBRANEWELD BOOT TO 60-MIL HDPE GEOMEMBRANE

LEACHATE PIPE FROM NORTHERNHALF OF MODULE 6 (APPROX.)

6 in DIA. SDR-11PERFORATED HDPELEACHATECOLLECTION PIPE

WELD BOOT TO PIPE

WELD BOOT TO 60-MILHDPE GEOMEMBRANE

60 mil DOUBLE-SIDED TEXTUREDHDPE GEOMEMBRANE

PLYWOODCOMPACTEDCLAY LINER

6 in DIA. SDR-11 SOLIDHDPE LEACHATE

COLLECTION PIPE

TEMPORARY SOIL PLUG(COMPACTED CLAY)

www.golder.com

01

in

1779479

DRAWING

111

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

11 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

INTERIM LEACHATE EXTRACTION DETAILS TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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:31

AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

HIS

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LEGEND

1. GEOSYNTHETICS EXAGGERATED FOR CLARITY.NOTE(S) 0

FEET

42

1'' = 2'

2%

SLOPE INDICATOR

GRADE INDICATOR

1V2H

--

SCALE 1"=2' 6-INCH LEACHATE TERMINATION DETAIL15 11

--

SCALE NTS PIPE BOOT DETAIL211 11

--

SCALE 1"=2' LEACHATE EXTRACTION SECTION45 11

--

SCALE 1"=2' 18-INCH LEACHATE RISER DETAIL35 11

--

SCALE 1"=2' TEMPORARY BERM PLUG DETAIL55 11

211 11

45 11

45 11

211 12

111 12

FILL IN AROUND EDGE CHRISTY BOX B12 WITHTRAFFIC-RATED LID ORAPPROVED EQUILIVANT

1.5 ft

0.75

ft

ACCESS ROAD - ASPHALTCHIP ROAD BASE (MATERIAL

PROVIDED BY OWNER)

FLEXIBLE HOSE WITH SLIP-ON CONNECTION

FLEXIBLE HOSE WITH SLIP-ON CONNECTION

8 oz GEOTEXTILETEMPORARY 80-MIL HDPE GEOMEMBRANE

1/2 in HOLE IN GEOMEMBRANESEAL PENETRATION WITH TWOINCH OF POWDERED BENTONITEPLACED AROUND HOLE

TRENCH BACKFILLED WITHPOWDERED BENTONITE

SUBGRADE

1 ft

2 in DIA. PROTECTIVE PVC PIPE

2 in

12 in

2 in

6 in

PIPING TRENCH BACKFILLEDWITH POWDERED BENTONITE

SILICA FLOUR SLURRY PERMANUFACTURER'S RECOMMENDATION

SUBGRADE

1/4 in TUBING

SOIL MOISTURE CORP MODULE1920F1L12 LYSIMETER

COMPACTED CLAY LINER

2 ft

BEND TUBES PERMANUFACTURER'SRECOMMENDATIONS

2 in PROTECTIVEDIA. PVC PIPE

PVC LONG SWEEP ELBOW

4 ft

FINAL SUBGRADEELEVATION

REM

OVE

CAS

ING

(NO

TE 3

)

EL. 13 FT

STEEL WELLCASING (NOTE 2)

BACKFILL WITHBENTONITE CHIPS

GROUT BACKFILL PER WELLABANDONMENT PLAN

www.golder.com

01

in

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DRAWING

121

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

12 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

LEAK DETECTION SYSTEM DETAILS TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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:00

AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

HIS

MEA

SUR

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LEGEND

1. GEOSYNTHETICS EXAGGERATED FOR CLARITY.2. STEEL WELL CASING ESTIMATED TO BE 8-INCH DIA. CONTRACTOR TO VERIFY DIAMETER.3. STEEL CASING SHALL BE OVERDRILLED, CUT, AND REMOVED TO ELEVATION 13 FT MSL.

NOTE(S)

0

FEET

21

1'' = 1'

2%

SLOPE INDICATOR

GRADE INDICATOR

1V2H

--

SCALE 1"=2' LYSIMETER CHRISTY BOX DETAIL111 12

--

SCALE NTS LYSIMETER DETAIL211 12

-SCALE NTS WATER WELL ABANDONMENT DETAIL3

12 12

STA 9+61

STA 0+00

STA 1+00

STA 2+00

STA 3+00STA 4+00 STA 5+00

STA 6+00

STA 7+00

STA 8+00

STA 9+00

PC: 0

+20.

8

Mid: 4+91.0

STA 1+57

STA 0+00

STA 1+00

PC: 0+31.52

PT: 1+12.63

Mid: 0+72.08

50

50

60

80

80

40

40

50

5060

L1

C1

L2

C2

L3

70

70

R= 40.0'

R= 40.0'

I.E. 16.0 FT

I.E. 16.25 FT

30 in DIA. CMP

90

END OF ASPHALTSTA 9+50.00

ELEV

ATIO

N (F

T)

ELEV

ATIO

N (F

T)

STATION (FEET)

0

20

40

60

80

100

120

140

160

0

20

40

60

80

100

120

140

160

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+61.3

PC: 0

+20.

8

Mid

: 4+9

1-7.5%

-7.5%

CURVE TABLE:

CURVE #

C1

C2

RADIUS (FT)

800.0

126.0

LENGTH (FT)

940.5

81.1

START POINT (N, E)

(2152133.8, 5752007.3)

(2151941.4, 5752836.2)

END POINT (N, E)

(2151908.1, 5752865.4)

(2151889.7, 5752896.9)

LINE TABLE:

LINE #

L1

L2

L3

LENGTH (FT)

20.8

31.5

44.8

BEARING

S41° 35' 27.26"E

S31° 07' 32.97"E

S68° 00' 34.66"E

START POINT (N, E)

(2152149.3, 5751993.5)

(2151968.4, 5752819.9)

(2151889.7, 5752896.9)

END POINT (N, E)

(2152133.8, 5752007.3)

(2151941.4, 5752836.2)

(2151872.9, 5752938.5)

STORMWATER CHANNEL(CHANNEL BOTTOM APPROX.)

30 in DIA. CMP

PVI STA:14+30.77PVI EL:28.00

K:18.24LVC:136.83

BVC

S: 1

3+62

.35

BVC

E: 3

3.13

EVC

S: 1

4+99

.19

EVC

E: 2

8.00

www.golder.com

01

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DRAWING

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SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

13 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

CALPINE ROAD REALIGNMENT PLAN AND PROFILE TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

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0

FEET

40 80

1'' = 40'

1. TOPOGRAPHIC PROFILE GENERATED FROMTOPOGRAPHIC INFORMATION PROVIDED BY AERIALPHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY:JUNE 29, 2018.

2. ROAD ELEVATION CONTOURS REPRESENT TOP OFROAD SURFACE.

NOTE(S)

LEGEND

ROAD CENTERLINE/ALIGNMENT

APPROXIMATE EXISTING MODULE LIMIT2H:1V

2%

SLOPE INDICATOR

GRADE INDICATOR

JUNE 29, 2018 TOPOGRAPHY

CALPINE REALIGNMENT PROFILE

2H:1V

2H:1V

2H:1V

2%

4%

7.5%

7.5%

TIE TO EXISTINGGROUND SURFACE

TIE TO EXISTINGGROUND SURFACE

TIE TO EXISTINGGROUND SURFACE

XX4

13 9

ASPHALTIC CONCRETE

www.golder.com

01

in

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DRAWING

141

SACRAMENTO OFFICE1000 ENTERPRISE WAY, SUITE 190ROSEVILLE, CA 95678USA(916) 786-24240 2018-12-18 ISSUED FOR BIDDING JDRJDR RH KGH

1 2019-01-06 ISSUED FOR BIDDING JDRJDR RH KGH

            

            

            

            

            

14 14

MONTEREY PENINSULA LANDFILLMODULE 6 LINER DESIGNMONTEREY COUNTY, CALIFORNIA

MONTEREY REGIONAL WASTE MANAGEMENT DISTRICT14201 DEL MONTE BOULEVARDMONTEREY COUNTY, CA 93933-1670 PH: (831) 384-5313

SURVEY CONTROL POINT TABLE TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

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Tim

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4 AM

REV. DESCRIPTIONYYYY-MM-DD PREPARED REVIEWED APPROVEDDESIGNED

SEAL

of

IF T

HIS

MEA

SUR

EMEN

T D

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NO

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H W

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SUBGRADE CONTROL POINT TABLE

POINT NO.

1000

1001

1002

1003

1004

1005

1006

1007

1008

1009

1010

1011

1012

1013

1014

1015

1016

1017

1018

1019

1020

1021

1022

1023

1024

1025

1026

1027

1028

1029

1030

1031

1032

1033

1034

1035

1036

1037

1038

1039

1040

1041

1042

1043

1044

1045

1046

NORTHING (FT)

2,153,423.70

2,153,309.94

2,153,206.62

2,153,206.03

2,152,688.33

2,152,662.29

2,152,793.24

2,152,934.31

2,153,005.33

2,153,034.20

2,153,059.00

2,153,145.20

2,153,551.03

2,153,549.54

2,153,501.73

2,153,429.50

2,153,427.16

2,153,424.81

2,153,438.83

2,153,442.20

2,153,430.59

2,153,418.82

2,153,413.44

2,153,425.75

2,153,202.38

2,153,186.88

2,153,172.88

2,152,683.35

2,152,652.89

2,152,654.74

2,152,612.64

2,152,659.85

2,152,624.20

2,153,013.75

2,153,033.70

2,153,029.35

2,153,173.08

2,153,163.18

2,153,148.24

2,153,160.33

2,153,567.08

2,153,574.66

2,153,559.88

2,153,556.09

2,153,498.22

2,153,511.45

2,153,489.96

EASTING (FT)

5,750,865.12

5,750,884.95

5,750,902.96

5,750,903.40

5,752,316.97

5,752,384.04

5,752,295.98

5,752,201.56

5,752,156.77

5,752,149.72

5,752,151.87

5,752,162.90

5,751,037.93

5,751,035.07

5,750,942.83

5,750,856.54

5,750,855.68

5,750,854.82

5,750,860.01

5,750,850.81

5,750,846.29

5,750,842.24

5,750,856.93

5,750,839.25

5,750,898.09

5,750,885.83

5,750,924.06

5,752,315.20

5,752,343.95

5,752,393.32

5,752,454.07

5,752,390.21

5,752,447.04

5,752,174.73

5,752,170.68

5,752,200.36

5,752,191.11

5,752,219.98

5,752,167.96

5,752,169.82

5,751,024.27

5,751,038.46

5,751,024.60

5,751,017.28

5,750,936.05

5,750,931.16

5,750,900.57

ELEVATION (FT)

13.0

14.2

15.2

15.4

30.5

31.2

29.2

27.2

27.4

26.8

26.3

26.4

14.5

13.3

13.5

13.0

13.0

13.0

18.0

18.0

18.0

18.0

18.0

18.0

18.0

18.0

18.0

33.1

33.1

33.1

33.1

33.1

33.1

37.2

37.2

37.8

38.7

39.2

28.7

28.9

19.6

19.9

16.3

13.2

12.3

12.2

11.7

SUBGRADE CONTROL POINT TABLE

POINT NO.

1047

1048

1049

1050

1051

1052

1053

1054

1055

1056

1057

1058

1059

1060

1061

1062

1063

1064

1065

1066

1067

1068

1069

1070

1071

1072

1073

1074

1075

1076

1077

1078

1079

1080

1081

1082

1083

1084

1085

1086

1087

1088

1089

1090

1091

1092

1093

NORTHING (FT)

2,153,501.83

2,153,507.32

2,153,504.78

2,153,503.01

2,153,422.72

2,153,423.86

2,153,497.48

2,153,495.92

2,153,499.93

2,153,498.23

2,153,425.93

2,153,426.33

2,153,426.52

2,153,426.96

2,153,181.97

2,153,179.01

2,153,173.74

2,153,170.05

2,153,173.85

2,153,170.13

2,153,164.80

2,153,158.60

2,153,158.74

2,153,147.47

2,152,885.58

2,152,878.34

2,152,613.78

2,152,610.75

2,152,606.36

2,152,600.37

2,152,468.33

2,152,460.56

2,152,300.31

2,152,294.16

2,152,022.45

2,152,032.34

2,152,115.06

2,152,061.43

2,152,104.69

2,152,371.11

2,152,284.53

2,152,489.16

2,152,514.37

2,152,644.02

2,152,619.97

2,152,603.69

2,152,609.99

EASTING (FT)

5,750,889.85

5,750,885.09

5,750,873.10

5,750,867.54

5,750,877.46

5,750,863.05

5,750,863.39

5,750,858.55

5,750,857.89

5,750,851.93

5,750,836.99

5,750,832.85

5,750,830.60

5,750,825.42

5,750,883.93

5,750,880.42

5,750,878.58

5,750,874.19

5,750,905.78

5,750,904.33

5,750,902.26

5,750,904.52

5,750,912.85

5,750,932.53

5,751,609.49

5,751,614.22

5,752,324.37

5,752,321.58

5,752,316.71

5,752,318.28

5,752,347.32

5,752,323.49

5,752,409.09

5,752,384.93

5,752,426.88

5,752,425.41

5,752,726.80

5,752,621.38

5,752,691.11

5,752,582.83

5,752,578.17

5,752,447.85

5,752,489.89

5,752,368.17

5,752,431.67

5,752,333.62

5,752,327.75

ELEVATION (FT)

11.8

18.0

18.0

18.0

11.0

11.0

16.0

16.0

18.0

18.1

15.8

15.8

18.0

18.1

15.2

15.2

18.0

18.1

15.1

15.1

18.0

18.1

18.0

18.0

16.1

16.2

11.3

11.3

14.2

14.3

18.5

31.0

18.4

30.8

30.0

30.0

27.4

27.6

27.6

30.0

29.5

30.5

31.6

33.1

33.5

8.2

10.2

SUBGRADE CONTROL POINT TABLE

POINT NO.

1094

1095

1096

1097

1098

1099

1100

1101

1102

1103

1104

1105

1106

1107

1108

NORTHING (FT)

2,152,601.06

2,152,565.54

2,152,564.01

2,152,476.10

2,152,306.45

2,152,085.71

2,152,103.08

2,152,118.06

2,152,258.90

2,152,463.93

2,153,699.27

2,153,672.86

2,153,653.83

2,153,644.16

2,153,647.67

EASTING (FT)

5,752,330.60

5,752,349.62

5,752,345.92

5,752,371.15

5,752,433.25

5,752,466.02

5,752,606.69

5,752,630.85

5,752,538.81

5,752,405.79

5,750,940.67

5,750,920.43

5,750,881.83

5,750,836.20

5,750,812.53

ELEVATION (FT)

8.3

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

90.0

90.0

90.0

90.0

90.0

LINER CONTROL POINT TABLE

POINT NO.

2000

2001

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

2021

2022

2023

2024

2025

2026

2027

2028

2029

2030

2031

2032

2033

2034

2035

2036

2037

2038

2039

2040

2041

2042

2043

2044

2045

2046

NORTHING (FT)

2,153,423.70

2,153,420.85

2,153,417.91

2,153,420.26

2,153,422.61

2,153,426.06

2,153,417.87

2,153,417.26

2,153,411.95

2,153,418.79

2,153,425.30

2,153,427.96

2,153,311.51

2,153,208.74

2,153,207.99

2,153,207.45

2,153,180.85

2,153,201.16

2,153,183.36

2,153,196.53

2,153,172.12

2,153,172.88

2,152,694.68

2,152,683.78

2,152,659.37

2,152,652.89

2,152,662.90

2,152,655.56

2,152,630.22

2,152,629.10

2,152,612.64

2,152,616.04

2,152,661.19

2,152,626.37

2,152,793.51

2,152,934.58

2,153,005.95

2,153,013.44

2,153,030.31

2,153,033.05

2,153,033.84

2,153,033.07

2,153,059.17

2,153,144.90

2,153,177.38

2,153,167.07

2,153,162.58

EASTING (FT)

5,750,865.12

5,750,865.62

5,750,873.65

5,750,874.51

5,750,875.37

5,750,865.93

5,750,862.12

5,750,862.74

5,750,876.34

5,750,878.54

5,750,881.03

5,750,873.29

5,750,880.67

5,750,898.59

5,750,899.38

5,750,897.10

5,750,902.29

5,750,902.57

5,750,905.59

5,750,915.21

5,750,938.25

5,750,924.06

5,752,300.97

5,752,315.34

5,752,338.38

5,752,343.95

5,752,383.07

5,752,392.40

5,752,417.97

5,752,408.93

5,752,454.07

5,752,456.71

5,752,388.81

5,752,450.60

5,752,295.23

5,752,200.81

5,752,155.78

5,752,174.34

5,752,204.65

5,752,149.14

5,752,170.20

5,752,205.11

5,752,151.41

5,752,162.39

5,752,191.24

5,752,221.31

5,752,224.10

ELEVATION (FT)

13.0

13.0

13.0

13.0

13.0

13.0

15.0

15.2

15.4

15.1

15.3

15.2

16.1

17.1

17.4

18.0

18.0

20.1

19.9

20.2

20.2

18.0

32.3

35.1

35.1

33.1

33.1

35.1

35.1

33.1

33.1

35.1

35.1

35.2

31.2

29.2

29.4

39.2

39.9

28.8

39.2

40.0

28.3

28.4

40.7

41.3

41.3

LINER CONTROL POINT TABLE

POINT NO.

2047

2048

2049

2050

2051

2052

2053

2054

2055

2056

2057

2058

2059

2060

2061

2062

2063

2064

2065

2066

2067

NORTHING (FT)

2,153,147.91

2,153,164.66

2,153,568.63

2,153,579.12

2,153,554.65

2,153,554.81

2,153,557.17

2,153,506.28

2,153,509.50

2,153,511.55

2,153,505.92

2,153,496.12

2,153,500.08

2,153,501.92

2,153,428.83

2,153,438.83

2,153,442.20

2,153,430.59

2,153,418.82

2,153,413.44

2,153,424.52

EASTING (FT)

5,752,167.43

5,752,169.99

5,751,018.61

5,751,038.25

5,751,026.54

5,751,019.24

5,751,019.13

5,750,933.13

5,750,931.83

5,750,931.12

5,750,931.40

5,750,895.17

5,750,891.37

5,750,889.77

5,750,864.65

5,750,860.01

5,750,850.81

5,750,846.29

5,750,842.24

5,750,856.93

5,750,854.77

ELEVATION (FT)

30.7

30.9

21.5

21.9

16.4

15.2

16.3

15.4

14.2

15.3

15.3

15.4

13.8

14.9

14.1

18.0

18.0

18.0

18.0

18.0

18.0

1. SURVEY CONTROL POINTS BASED ON:- NORTHING AND EASTING HORIZONTAL DATUM: NAD83 CA STATE ZONE IV- ELEVATION VERTICAL DATUM: NAVD88

NOTE(S)