|
- Z_-GiiiiiiiI
<br />A' 'REA
<br />CONNECT TO
<br />EXISTING HDPE PIPES
<br />LCRS
<br />ROXIMATE LIMIT OF LINER?
<br />0
<br />FLOW
<br />fy £
<br />1 ROUTING
<br />VALVES
<br />2" DPE SDR 17- (TYP)�
<br />VNECT WITH 2" X 36" F"
<br />S.S. FLEX PIPE WITH
<br />FEMALE NPT ENDS
<br />REMOVE EXISTING FLOW
<br />METER, BOX, AND PIPING
<br />AREA 4 LEACHATE SUMP PUMP
<br />CONTROL STATION
<br />STEEL POST BOLLARD (T YP.)
<br />EXISTING 1' NIDE ACCESS ROAD
<br />1 " DIA. HDPE SUMP
<br />PUMP DISCHARGE PIPE,
<br />4" DIA. LEACHATE FORCE MAIN
<br />I Ip S' 12'
<br />2"X12" BATTER `:BOARD, , I` '
<br />AREA 4
<br />ABOVEGROUND
<br />ILFAC1-AkTE TANK
<br />.,A
<br />DETAIL
<br />it 11
<br />FORCE MAIN
<br />PER SITE PLAN
<br />(SEE NOTE 1)
<br />OF TRENCH 111u
<br />�
<br />ELECTRICAL SERVICE CONDUITS
<br />IN /BACKFILL WITH SIDE SLOPE
<br />OPERATIONS SOIL LAYER
<br />FORCE MAIN1A
<br />11 13
<br />EXISTING LEACHATE
<br />COLLECTION SYSTEM CONTROL PANEL
<br />CONCRETE WALL
<br />CONCRETE PAD
<br />SAW CUT AND BACKFILL CONCRETE
<br />OTHER ELECTRICAL
<br />CONDUITS AND PIPING APPROXIMATE LIME OF LINER
<br />NOT SHOWN DO NOT DAMAGE
<br />18" DIA. HDPE PRIMARY LEACHATE
<br />AREA
<br />RISER PIPE
<br />AREA 4 AREA 5 LIMIT OF LINER12" DIA. SECONDARY LEACHATE
<br />AREA 5 EXTRACTION RISER PIPE
<br />4" DIA. HDPE LCRS RISER PIPE
<br />FORCE MAIN WITH S.S. WIRE ROPE
<br />FORCE MAIN
<br />Q
<br />5 MONITORING STATION TRENCH
<br />�
<br />it 13 2 ,1 13
<br />n n SOIL MARKERS 18" DIA. EXTRA HDPE
<br />EARTHFILL BERM FORCE MAIN ELECTRIC F PRIMARY LEACHATE EXTRACTION
<br />CLEAN OUT 25 FT ON CENTER:.I ; RISER PIPE
<br />STAKED IN FIELD BY
<br />.1 ri ENGINEER M I 3'
<br />EDGE OF
<br />EXISSING BOLLARDS --- T
<br />(TYP) I� P
<br />A. 4 LEAC E STATION
<br />TRUCK LOADIN REA _... ._.. _ .
<br />LIGHT POLE ,�---- -- r- -- ------
<br />':. UTILITY BOX (TYP
<br />ELECTRIC POST SIGN
<br />i
<br />FORCE MAIN TRENCH
<br />PROTECTIVE PLYWOOD COVER
<br />NOTE:
<br />.p 1. CONTRACTOR TO INSTALL FORCE MAIN
<br />AND ELECTRICAL CONDUITS ABOVE
<br />PLYWOOD COVER.
<br />2. CONTRACTOR TO VERIFY DEPTH OF COVER
<br />OVER LINER.
<br />3. DO NOT DAMAGE EXISTING LINER.
<br />FORCE MAIN/CONDUIT TRENCH
<br />IN AREA 4
<br />SECTION A
<br />SCALE: 1 " = 4' 1111
<br />TOP OF BERM
<br />BOLLARD 2
<br />(TYP)
<br />w
<br />z
<br />J
<br />II
<br />O
<br />o-�
<br />PIPE
<br />SUPPORT ~ z
<br />q_ <
<br />5 FT 2, 3'
<br />.-- 5,
<br />�18'�F
<br />PROTECTIVE PLYWOOD
<br />COVER
<br />ANCHOR TRENCH
<br />CONDUITS)
<br />FORCE MAIN 1.2 FT
<br />PER SITE PLAN
<br />1 EARTHFILL BERM
<br />11 13
<br />FORCE MAIN/CONDUIT WITHIN AREA 5
<br />SECTION
<br />SCALE: 1" = 4' 11 11
<br />ELECTRIC POST SIGN
<br />N0.
<br />CONNECT TO EXISTING HDPE
<br />"0_�
<br />6
<br />18
<br />0-
<br />a
<br />I0-
<br />2" S.S. FLANGED BALL VALVE
<br />LIMIT
<br />OF AREA 4 LINER. SEE NOTE 2
<br />0-
<br />FACILITIES PLUMBING
<br />--ISOLATION CILE .KOUT VALVE
<br />POWER
<br />CONNECTION
<br />a
<br />o�Q
<br />0-
<br />2" HDPE SDR 17
<br />ABOVE GRADE
<br />PANEL
<br />ES
<br />SITE
<br />UJI
<br />w
<br />DWN BY
<br />DES BY
<br />SCALE: 1 "
<br />= 10' 1D
<br />ELI
<br />01
<br />_€
<br />�0-
<br />, r
<br />Y
<br />AREA
<br />4 FORCE MAIN
<br />NI
<br />iv
<br />3 FORCE MAIN-
<br />1 "
<br />HDPE PIPE END
<br />I
<br />I
<br />I
<br />I
<br />11 n END CONNECTION
<br />2. DO NOT DISTURB
<br />EXISTING BOLLARDS. LCRS & LFG RISERS ALONG LIMIT OF LANDFILL.
<br />3. CONTRACTOR
<br />SHALL VERIFY EXTENT AND DEPTH OF AREA 4 LINER BEFORE EXCAVATING
<br />AREA 4 FORCE MAIN END CONNECTION
<br />€
<br />I
<br />f
<br />-- "X 12" P TER BOARD
<br />0
<br />FLOW
<br />fy £
<br />1 ROUTING
<br />VALVES
<br />2" DPE SDR 17- (TYP)�
<br />VNECT WITH 2" X 36" F"
<br />S.S. FLEX PIPE WITH
<br />FEMALE NPT ENDS
<br />REMOVE EXISTING FLOW
<br />METER, BOX, AND PIPING
<br />AREA 4 LEACHATE SUMP PUMP
<br />CONTROL STATION
<br />STEEL POST BOLLARD (T YP.)
<br />EXISTING 1' NIDE ACCESS ROAD
<br />1 " DIA. HDPE SUMP
<br />PUMP DISCHARGE PIPE,
<br />4" DIA. LEACHATE FORCE MAIN
<br />I Ip S' 12'
<br />2"X12" BATTER `:BOARD, , I` '
<br />AREA 4
<br />ABOVEGROUND
<br />ILFAC1-AkTE TANK
<br />.,A
<br />DETAIL
<br />it 11
<br />FORCE MAIN
<br />PER SITE PLAN
<br />(SEE NOTE 1)
<br />OF TRENCH 111u
<br />�
<br />ELECTRICAL SERVICE CONDUITS
<br />IN /BACKFILL WITH SIDE SLOPE
<br />OPERATIONS SOIL LAYER
<br />FORCE MAIN1A
<br />11 13
<br />EXISTING LEACHATE
<br />COLLECTION SYSTEM CONTROL PANEL
<br />CONCRETE WALL
<br />CONCRETE PAD
<br />SAW CUT AND BACKFILL CONCRETE
<br />OTHER ELECTRICAL
<br />CONDUITS AND PIPING APPROXIMATE LIME OF LINER
<br />NOT SHOWN DO NOT DAMAGE
<br />18" DIA. HDPE PRIMARY LEACHATE
<br />AREA
<br />RISER PIPE
<br />AREA 4 AREA 5 LIMIT OF LINER12" DIA. SECONDARY LEACHATE
<br />AREA 5 EXTRACTION RISER PIPE
<br />4" DIA. HDPE LCRS RISER PIPE
<br />FORCE MAIN WITH S.S. WIRE ROPE
<br />FORCE MAIN
<br />Q
<br />5 MONITORING STATION TRENCH
<br />�
<br />it 13 2 ,1 13
<br />n n SOIL MARKERS 18" DIA. EXTRA HDPE
<br />EARTHFILL BERM FORCE MAIN ELECTRIC F PRIMARY LEACHATE EXTRACTION
<br />CLEAN OUT 25 FT ON CENTER:.I ; RISER PIPE
<br />STAKED IN FIELD BY
<br />.1 ri ENGINEER M I 3'
<br />EDGE OF
<br />EXISSING BOLLARDS --- T
<br />(TYP) I� P
<br />A. 4 LEAC E STATION
<br />TRUCK LOADIN REA _... ._.. _ .
<br />LIGHT POLE ,�---- -- r- -- ------
<br />':. UTILITY BOX (TYP
<br />ELECTRIC POST SIGN
<br />i
<br />FORCE MAIN TRENCH
<br />PROTECTIVE PLYWOOD COVER
<br />NOTE:
<br />.p 1. CONTRACTOR TO INSTALL FORCE MAIN
<br />AND ELECTRICAL CONDUITS ABOVE
<br />PLYWOOD COVER.
<br />2. CONTRACTOR TO VERIFY DEPTH OF COVER
<br />OVER LINER.
<br />3. DO NOT DAMAGE EXISTING LINER.
<br />FORCE MAIN/CONDUIT TRENCH
<br />IN AREA 4
<br />SECTION A
<br />SCALE: 1 " = 4' 1111
<br />TOP OF BERM
<br />BOLLARD 2
<br />(TYP)
<br />w
<br />z
<br />J
<br />II
<br />O
<br />o-�
<br />PIPE
<br />SUPPORT ~ z
<br />q_ <
<br />5 FT 2, 3'
<br />.-- 5,
<br />�18'�F
<br />PROTECTIVE PLYWOOD
<br />COVER
<br />ANCHOR TRENCH
<br />CONDUITS)
<br />FORCE MAIN 1.2 FT
<br />PER SITE PLAN
<br />1 EARTHFILL BERM
<br />11 13
<br />FORCE MAIN/CONDUIT WITHIN AREA 5
<br />SECTION
<br />SCALE: 1" = 4' 11 11
<br />ELECTRIC POST SIGN
<br />N0.
<br />11
<br />"0_�
<br />6
<br />18
<br />PROJECT NO.
<br />150040
<br />LEACHATE
<br />FACILITIES PLUMBING
<br />AND ELECTRICAL
<br />POWER
<br />CONNECTION
<br />0 /31/2014
<br />ISSUED FOR CONSTRUCTION
<br />SERVICE ENTRANCE
<br />200 A POWER
<br />PANEL
<br />ES
<br />SITE
<br />PLALj1
<br />DESCRIPTION
<br />DWN BY
<br />DES BY
<br />SCALE: 1 "
<br />= 10' 1D
<br />11
<br />NOTE:
<br />1. CONTRACTOR
<br />SHALL FLAG AND VERIFY EXISTING FACILITIES WITH ENGINEER BEFORE EXCAVATING FORCE MAIN TRENCH
<br />2. DO NOT DISTURB
<br />EXISTING BOLLARDS. LCRS & LFG RISERS ALONG LIMIT OF LANDFILL.
<br />3. CONTRACTOR
<br />SHALL VERIFY EXTENT AND DEPTH OF AREA 4 LINER BEFORE EXCAVATING
<br />4. CONTRACTOR
<br />SHALL REMOVE AND RE INSTALL J STAND GUIDE WIRES IN AREA 4 LEACHATE TRUCK LOADING AREA.
<br />CONCRETE CLEANOUT BOX
<br />EXISTING ANCHOR TRENCH
<br />WITH REINFORCED CONCRETE LID
<br />B12 OR EQUAL)
<br />EDGE OF EXISTING BERM
<br />I(CHRISTY
<br />z(
<br />6"
<br />I
<br />FLANGE WITH PVC BLIND FLANGE
<br />)
<br />.
<br />Ly
<br />4" MIN CLEARANCE FROM LID
<br />O
<br />:D01< EXISTING SIDE SLOPE
<br />CONCRETE COLLAR – -0-i
<br />[--a-
<br />SOIL BACKFILL –\
<br />EXISTING GRADE
<br />CONDUITS) ---
<br />FORCE MAIN „
<br />PER SITE PLAN 6
<br />OPERATIONS SOIL LAYER
<br />PROTECTIVE PLYWOOD COVE-'
<br />4
<br />EEXISTING FORCE MAIN 4 Hurt SLK I/ J wYt
<br />EXIST'I '1G BOI...I AI`?,D LEACHATE FORCE MAIN
<br />FORCE MAIN/CONDUIT TRENCH NOTE: FORCE MAIN CLEANOUT
<br />WITHIN AREA 4 1. DO NOT DISTURB EXISTING DETAIL 2
<br />LCRS & SOIL GAS RISERS
<br />2. DO NOT DAMAGE THE EXISTING LINER SCALE: N.T.S. 11 11
<br />SECTION 3. NOTIFY ENGINEER IF ANY EXISTING BOLLARD IS IN
<br />SCALE: 1" = 4' 11 11 TH E WAY.
<br />PIPE DISCONNECT ASSEMBLY
<br />–LEACHATE RISER PIPE CAP
<br />11 13
<br />RISER SUPPORT (TYP) 11313
<br />II
<br />EARTHFILL BERM
<br />Li
<br />BENTONITE PLUG –70% SOIL 30%
<br />BENTONITE 6 LINEAR FT O.0 OF PIPE
<br />@ANCHOR TRENCH '
<br />1.2
<br />18" DIA. NON–PERFORATED
<br />SDR 11 HDPE PRIMARY
<br />LEACHATE EXTRACTION RISER PIPE
<br />3.5' OPS WITHIN CORRIDOR PERFORATED HDPE 3
<br />SDR 11 LCRS PIPE ,, s
<br />LEVEL SENSOR LEAD HDPE END CAP
<br />MOTOR LEAD
<br />////5"7.0' HI–HI SUMP LEVEL, ALARM
<br />1.5' DEEP EXCAVATED
<br />RISER CORRIDOR
<br />LINER SYSTEM
<br />2" PUMP DISCHARGE PIPE
<br />SDR 15.5 HDPE PIPE
<br />–56.0' HI SUMP LEVEL, PUMP START
<br />–54.0' LOW SUMP LEVEL, PUMP STOP
<br />–53.5' BASE OF SUMP
<br />LEACHATE COLLECTION
<br />SUMP PUMP
<br />PRIMARY LEACHATE EXTRACTION RISER PIPE WITH SUMP PUMP
<br />SECTION D
<br />SCALE: N.T.S. ©,1 11
<br />EXISTING 2" FLANGE
<br />FOR INLET
<br />2" PVC SCH 80
<br />UNION
<br />PVC GATE VALVE
<br />THREADED WITH MALE
<br />ADAPTORS
<br />3 FT
<br />FLANGE CONNECTION
<br />PVC TO HDPE
<br />FORCE MAIN END
<br />CONNECTION
<br />nl\-PIPE SUPPORT (TYP)�3
<br />,1 13
<br />v STEEL POST BOLLARD (TYP)
<br />M! LOCATION STAKED BY ENGINE
<br />o
<br />DI¢ MONITORING STATION
<br />ENCLOSURE 0
<br />A 7f
<br />T
<br />I LEACHATE COLLECTION SUMP PUMP CONTROL STATION Q
<br />� 11 15
<br />FLOW ROUTING VALVES
<br />I �
<br />4"X4"X2" REDUCING TEE
<br />FOR AREA 4 DIP
<br />CONNECTION
<br />u►
<br />un
<br />HDPE FLANGE ADAPTER
<br />WITH PVC BLIND FLANGE
<br />12" TYP.
<br />FINISHED GRADE
<br />ELBOW r 4" SDR 17 HDPE
<br />I LEACHATE FORCE MAIN
<br />4"X4"X2" REDUCING TEE
<br />FOR AREA 4 TANK
<br />CONNECTION
<br />FORCE MAIN END CONNECTION
<br />DETAIL 3
<br />SCALE: N.T.S. 11 11
<br />GENERAL NOTE:
<br />EXISTING1. UNLESS OTHERWISE INDICATED, ALL PVC PIPING SHALL
<br />Tom. BE SCH 80. PAINT EXISTING AND NEW PVC PIPING
<br />I I EXISTING PVC WITH WHITE EXTERIOR LATEX PAINT
<br />2. COORDINATE PIPING CONNECTION OF AREA 4 LEACHATE
<br />j PIPE FROM TANK WITH ENGINEER
<br />SUMP 4
<br />1 FTI EXISTING
<br />I VALVE
<br />n I r_—EXISTING BUTTERFLY VALVE
<br />LREMOVE EXISTING 4"X 2" PVC REDUCER AND PVC PIPING.
<br />CONNECT HDPE PIPING FROM 4" FLANGED BUTTERFLY VALVE TO AREA 4
<br />SUMP DISCHARGE. INSTALL NEW FLANGE GASKET. NEW PIPING SHALL BE
<br />BURIED SHALLOW.
<br />LEACHATE FORCE MAIN CONNECTION TO TANK
<br />DETAIL 4
<br />SCALE: N.T.S. 11 11
<br />Shaw Environmental, Inc.
<br />- A CB&I Company
<br />This drawing represents intellectual property of CB&I, Inc. Any modificationto 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 />LEACHATE FACILITIES
<br />CONSTRICTION OF AREA 5
<br />FACILITY PLAN, SECTIONS, AND DETAILS
<br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DWG.
<br />N0.
<br />11
<br />of
<br />18
<br />PROJECT NO.
<br />150040
<br />0 /31/2014
<br />ISSUED FOR CONSTRUCTION
<br />ES
<br />ES
<br />ES
<br />DT
<br />REV DATE
<br />DESCRIPTION
<br />DWN BY
<br />DES BY
<br />CHK BY
<br />APP BY
<br />DATE OF ISSUE DW RY E. SC_HNEIDER CHK RY E. SCHNEIDER
<br />1D 31,/2014 DER - Ry E. SCHNEIDER APP Ry D. THO.MPSON
<br />nl\-PIPE SUPPORT (TYP)�3
<br />,1 13
<br />v STEEL POST BOLLARD (TYP)
<br />M! LOCATION STAKED BY ENGINE
<br />o
<br />DI¢ MONITORING STATION
<br />ENCLOSURE 0
<br />A 7f
<br />T
<br />I LEACHATE COLLECTION SUMP PUMP CONTROL STATION Q
<br />� 11 15
<br />FLOW ROUTING VALVES
<br />I �
<br />4"X4"X2" REDUCING TEE
<br />FOR AREA 4 DIP
<br />CONNECTION
<br />u►
<br />un
<br />HDPE FLANGE ADAPTER
<br />WITH PVC BLIND FLANGE
<br />12" TYP.
<br />FINISHED GRADE
<br />ELBOW r 4" SDR 17 HDPE
<br />I LEACHATE FORCE MAIN
<br />4"X4"X2" REDUCING TEE
<br />FOR AREA 4 TANK
<br />CONNECTION
<br />FORCE MAIN END CONNECTION
<br />DETAIL 3
<br />SCALE: N.T.S. 11 11
<br />GENERAL NOTE:
<br />EXISTING1. UNLESS OTHERWISE INDICATED, ALL PVC PIPING SHALL
<br />Tom. BE SCH 80. PAINT EXISTING AND NEW PVC PIPING
<br />I I EXISTING PVC WITH WHITE EXTERIOR LATEX PAINT
<br />2. COORDINATE PIPING CONNECTION OF AREA 4 LEACHATE
<br />j PIPE FROM TANK WITH ENGINEER
<br />SUMP 4
<br />1 FTI EXISTING
<br />I VALVE
<br />n I r_—EXISTING BUTTERFLY VALVE
<br />LREMOVE EXISTING 4"X 2" PVC REDUCER AND PVC PIPING.
<br />CONNECT HDPE PIPING FROM 4" FLANGED BUTTERFLY VALVE TO AREA 4
<br />SUMP DISCHARGE. INSTALL NEW FLANGE GASKET. NEW PIPING SHALL BE
<br />BURIED SHALLOW.
<br />LEACHATE FORCE MAIN CONNECTION TO TANK
<br />DETAIL 4
<br />SCALE: N.T.S. 11 11
<br />Shaw Environmental, Inc.
<br />- A CB&I Company
<br />This drawing represents intellectual property of CB&I, Inc. Any modificationto 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 />LEACHATE FACILITIES
<br />CONSTRICTION OF AREA 5
<br />FACILITY PLAN, SECTIONS, AND DETAILS
<br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DWG.
<br />N0.
<br />11
<br />of
<br />18
<br />PROJECT NO.
<br />150040
<br />
|