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I7 <br />0 <br />3- - <br />EASTERN <br />TERMINATION <br />BERM <br />.3m <br />LFG BERM <br />FLAC] <br />HE BLIND SEE DETAIL <br />FLANGE 3" (TYF <br />)IAM. HDPE PIPE <br />JAM. GALVANIZED <br />'PORT BAR (FIELD <br />VERTICAL F <br />:ATION) (TYP.) <br />5 <br />4LVANIZED <br />c E] <br />-EEL POST <br />VP.) <br />ONCRETE <br />13 SECTION <br />c7�7 LCRS CLEANOUT RISER <br />SUPPORT STRUCTURE <br />N.T.S. <br />ME <br />IIIIIIIIIIIIIII0 <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) APPROX. 12' <br />24" DIAM. HDPE PIPE <br />(SECONDARY RISER PIPE) <br />24" DIAM. HDPE PIPE <br />SACRIFICIAL 2.5' (PRIMARY INSPECTION <br />GEOMEMBRANE RISER PIPE) 24" DIAM. HDPE <br />GEOCOMPOSITE GRANULAR PIPE (PRIMARY <br />GEOMEMBRANE BACKFILL 2' RISER PIPE) <br />SACRIFICIAL <br />3H:1V GEOSYNTHETIC CLAY WELD 1 i GEOMEMBRANE <br />3H: 1 V LINER (GCL) q <br />6" DIAM. HDPE PERFORATED PIPE / \ <br />(LEACHATE COLLECTION) --- ----- <br />VU -� <br />1 I \ <br />APPROX 32' I / <br />2 ®3 T - - - -- -- M ---- 1 <br />1 <br />----- ___ <br />6" DIAM. GEOSYNTHETIC CLAY <br />24"DIAM. HDPE PERFORATED PIPE SII LOPE - - - - HDPE PIPE SEE OTE SIDE SLOPE LINER(GCL) C <br />- - (INSRUMENTATION SUBGRADE <br />6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) (NOTE 5) SUBGRADE RISER GEOMEMBRANE <br />6"%24" HDPE ECCENTRIC REDUCER ) <br />24" DIAM. HDPE PIPE (PRIMARY INSPECTION RISER PIPE) <br />\ P - GEOCOMPOSITE <br />; - - - - " - - ; 24" DIAM. HDPE PIPE (PRIMARY RISER PIPE) _ <br />T <br />6"DIAM. HDPE PERFORATED PIPE END CAP APPROX. 11' - _ - _ GEOMEMBRANE <br />(LEACHATE COLLECTION PIPE) 6"X24" HDPE GRANULAR <br />ECCENTRIC BACKFILL <br />3 H: 1 V REDUCER 2 1' I 2' 1' 6" DIAM. HDPE PIPE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />10GEOTEXTILE (LYSIMETER RISER PIPE) <br />APPROX. 56' APPROX. 29' 2.5' y <br />21 <br />16 END CAP 1'--- _ - ---=c <br />__ <br />CT15 <br />� -" -- T 3H:1V <br />RISER PIPES <br />aca - <br />APPROX. 7- N.T.S. <br />24" DIAM. HDPE PIPE SECONDARY RISER PIPE <br />15 ( ) NOTES: IF SHEET IS LESS THAN 24" BY 36" THEN IT IS A REDUCED PRINT -SCALE REDUCED ACCORDINGLY. <br />6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) E <br />/ APPROX. 33' 6" DIAM. HDPE PIPE (LYSIMETER RISER PIPE) i. OPERATIONS LAVER SHALL BE PLACED BY CONTRACTOR ON FLOOR <br />AND UP THE NORTHERN AND EASTERN SIDE SLOPES FOR A DISTANCE <br />OF 20 FT MEASURED ALONG THE SIDESLOPES WORKING FROM THE REV DATE DESCRIPTION CAN APP <br />` FLOOR UPWARDS. <br />_ 24" DIAM. HDPE PERFORATED PIPE <br />APPROX. 10"',2. SACRIFICIAL GEOMEMBRANE SHALL BE PLACED OVER THE GeOSyntec l-' <br />'� 9 6"DIAM. HDPE PERFORATED PIPE (LYSIMETER PIPE) GEOCOMPOSITE THAT WILL BE EXPOSED FOR MORE THAN 15 DAYS �' I <br />----------- ________ _. _ _ -. _ \ \ ` FROM TOP TRENCH OPERATIONS LAVER N BEYOND THE EDGE R THE COII$llltd' IILS <br />LCRS SUMP - CONSTRUCTION CONTROL POINTS SHALLAANCHOR CHORS BUT NCIALGEOT IN EANCHORTRENC 3 CONTRACTOR - <br />SHALL ANCHOR SACRIFICIAL GEOMEMBRANE WITH 3018 SANDBAGS 1111 aR0A0WAr, 6TH FLOO(E 1810 EAST HAZELioN AVENUE <br />APPROX. 60' Point /J El -tion Northing Easting SPACED IN A 10' SQUARE GRID AND TIED WITH ROPE. OAXPHONE610.836.30U 07 PHONEKT N, C8 CA 95M <br />1 209.62 2198201.75 6437616.28 3. SACRIFICIAL GEOMEMBRANE SHALL BE MARKED USING SPRAY -PAINT TITLE: <br />AND STENCIL PROVIDED BY THE CONTRACTOR AS DESCRIBED IN DETAILS IV <br />23 2 209.28 2198202.10 6437647.79 SECTION 02785 OF THE TECHNICAL SPECIFICATIONS. <br />a cto <br />3 209.01 2198202.29 6437673.32 4. TRANSITION FROM SLOPE TO FLOOR GEOMEMBRANE SHALL 8E A PRwecT: <br />4 204.77 2198189.08 6437661.40 MINIMUM OF 5-FTAWAY FROM PIPE TRENCH, AS SHOWN. CONSTRUCTION OF AREA 2A <br />5 205.08 2198188.70 6437629.97 5. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS ON <br />14 PLAN VIEW PIPING, WRING, AND CONTROLS IN THE INSTRUMENTATION PIPE SIM:FOOTHILL SANITARY LANDFILL <br />LEACHATE SUMP 6 209.55 2198146.33 6437616.80 SAN JOAQUIN COUNTY, CALIFORNIA F <br />6. FORM PIPE BEDDING GROOVES AS DESCRIBED IN SECTION 02300 <br />EARTHWORK OF THE TECHNICAL SPECIFICATIONS. <br />7 205.04 2198159.62 6437630.26 ]PROECT_USR O SIGN BY: FWS DATE: NOVEMBER 2014 <br />FOROR <br />N.T.S. 8 204.72 2198160.01 6437662.98 CONSTRUCTON, UNLESS I -ED -"- <br />CRAM BY: AB PROJECT NO.: WG7780 <br />9 209.01 2198146.90 6437676.64 <br />CHECKED BY: SPL RUE: DETAILS IV <br />10 209.09 2198174.67 6437675.22 <br />13 <br />6" DIAM. HDPE PIPE VATH <br />GALVANIZED <br />C] c) <br />BLIND FLANGE <br />C E] <br />STEEL POST (TYP.) <br />1.5 <br />a <br />1' <br />LOOSELY CLAA <br />BOLT SUPPORT <br />PIPE TO SUPPOf <br />BAR TO POST <br />' <br />BAR (TVI <br />6' <br />�.e�rar_�s�er ri.-��;aa_,�e.,a�,Acicrfrr trr�sie�i_s•�=x�K+Jss;_.Y•.R�gcSits:��air.��/���...�.:�ai�\�'�.[.��s� .:i.���"' <br />_ <br />a� <br />.....,.. <br />m <br />yi 'fA 4.i.Che �YL��-`SeiYlr'd/�yY"''d�G�1Ee" ��t�/•1rTi.%/I�t�et 'c .+L �r4 •i Y� w t.� -.i✓• i m <br />3: •+u <br />2" DIAM, <br />BOLT SUPPORT <br />......... a �.sk�/e�i <br />a a• <br />GALVANIZED <br />BAR TO POST <br />1 <br />J1 t• f� �6�1 { rS Jai h>•�- ��TT �Y�i � ..... 1 <br />�� �.�i <br />SUPPORT <br />mp ) <br />i'-6" MIN. <br />APPROX 4gAR <br />,a•.r ,RQ�4+` <br />.3m <br />LFG BERM <br />FLAC] <br />HE BLIND SEE DETAIL <br />FLANGE 3" (TYF <br />)IAM. HDPE PIPE <br />JAM. GALVANIZED <br />'PORT BAR (FIELD <br />VERTICAL F <br />:ATION) (TYP.) <br />5 <br />4LVANIZED <br />c E] <br />-EEL POST <br />VP.) <br />ONCRETE <br />13 SECTION <br />c7�7 LCRS CLEANOUT RISER <br />SUPPORT STRUCTURE <br />N.T.S. <br />ME <br />IIIIIIIIIIIIIII0 <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) APPROX. 12' <br />24" DIAM. HDPE PIPE <br />(SECONDARY RISER PIPE) <br />24" DIAM. HDPE PIPE <br />SACRIFICIAL 2.5' (PRIMARY INSPECTION <br />GEOMEMBRANE RISER PIPE) 24" DIAM. HDPE <br />GEOCOMPOSITE GRANULAR PIPE (PRIMARY <br />GEOMEMBRANE BACKFILL 2' RISER PIPE) <br />SACRIFICIAL <br />3H:1V GEOSYNTHETIC CLAY WELD 1 i GEOMEMBRANE <br />3H: 1 V LINER (GCL) q <br />6" DIAM. HDPE PERFORATED PIPE / \ <br />(LEACHATE COLLECTION) --- ----- <br />VU -� <br />1 I \ <br />APPROX 32' I / <br />2 ®3 T - - - -- -- M ---- 1 <br />1 <br />----- ___ <br />6" DIAM. GEOSYNTHETIC CLAY <br />24"DIAM. HDPE PERFORATED PIPE SII LOPE - - - - HDPE PIPE SEE OTE SIDE SLOPE LINER(GCL) C <br />- - (INSRUMENTATION SUBGRADE <br />6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) (NOTE 5) SUBGRADE RISER GEOMEMBRANE <br />6"%24" HDPE ECCENTRIC REDUCER ) <br />24" DIAM. HDPE PIPE (PRIMARY INSPECTION RISER PIPE) <br />\ P - GEOCOMPOSITE <br />; - - - - " - - ; 24" DIAM. HDPE PIPE (PRIMARY RISER PIPE) _ <br />T <br />6"DIAM. HDPE PERFORATED PIPE END CAP APPROX. 11' - _ - _ GEOMEMBRANE <br />(LEACHATE COLLECTION PIPE) 6"X24" HDPE GRANULAR <br />ECCENTRIC BACKFILL <br />3 H: 1 V REDUCER 2 1' I 2' 1' 6" DIAM. HDPE PIPE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />10GEOTEXTILE (LYSIMETER RISER PIPE) <br />APPROX. 56' APPROX. 29' 2.5' y <br />21 <br />16 END CAP 1'--- _ - ---=c <br />__ <br />CT15 <br />� -" -- T 3H:1V <br />RISER PIPES <br />aca - <br />APPROX. 7- N.T.S. <br />24" DIAM. HDPE PIPE SECONDARY RISER PIPE <br />15 ( ) NOTES: IF SHEET IS LESS THAN 24" BY 36" THEN IT IS A REDUCED PRINT -SCALE REDUCED ACCORDINGLY. <br />6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) E <br />/ APPROX. 33' 6" DIAM. HDPE PIPE (LYSIMETER RISER PIPE) i. OPERATIONS LAVER SHALL BE PLACED BY CONTRACTOR ON FLOOR <br />AND UP THE NORTHERN AND EASTERN SIDE SLOPES FOR A DISTANCE <br />OF 20 FT MEASURED ALONG THE SIDESLOPES WORKING FROM THE REV DATE DESCRIPTION CAN APP <br />` FLOOR UPWARDS. <br />_ 24" DIAM. HDPE PERFORATED PIPE <br />APPROX. 10"',2. SACRIFICIAL GEOMEMBRANE SHALL BE PLACED OVER THE GeOSyntec l-' <br />'� 9 6"DIAM. HDPE PERFORATED PIPE (LYSIMETER PIPE) GEOCOMPOSITE THAT WILL BE EXPOSED FOR MORE THAN 15 DAYS �' I <br />----------- ________ _. _ _ -. _ \ \ ` FROM TOP TRENCH OPERATIONS LAVER N BEYOND THE EDGE R THE COII$llltd' IILS <br />LCRS SUMP - CONSTRUCTION CONTROL POINTS SHALLAANCHOR CHORS BUT NCIALGEOT IN EANCHORTRENC 3 CONTRACTOR - <br />SHALL ANCHOR SACRIFICIAL GEOMEMBRANE WITH 3018 SANDBAGS 1111 aR0A0WAr, 6TH FLOO(E 1810 EAST HAZELioN AVENUE <br />APPROX. 60' Point /J El -tion Northing Easting SPACED IN A 10' SQUARE GRID AND TIED WITH ROPE. OAXPHONE610.836.30U 07 PHONEKT N, C8 CA 95M <br />1 209.62 2198201.75 6437616.28 3. SACRIFICIAL GEOMEMBRANE SHALL BE MARKED USING SPRAY -PAINT TITLE: <br />AND STENCIL PROVIDED BY THE CONTRACTOR AS DESCRIBED IN DETAILS IV <br />23 2 209.28 2198202.10 6437647.79 SECTION 02785 OF THE TECHNICAL SPECIFICATIONS. <br />a cto <br />3 209.01 2198202.29 6437673.32 4. TRANSITION FROM SLOPE TO FLOOR GEOMEMBRANE SHALL 8E A PRwecT: <br />4 204.77 2198189.08 6437661.40 MINIMUM OF 5-FTAWAY FROM PIPE TRENCH, AS SHOWN. CONSTRUCTION OF AREA 2A <br />5 205.08 2198188.70 6437629.97 5. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS ON <br />14 PLAN VIEW PIPING, WRING, AND CONTROLS IN THE INSTRUMENTATION PIPE SIM:FOOTHILL SANITARY LANDFILL <br />LEACHATE SUMP 6 209.55 2198146.33 6437616.80 SAN JOAQUIN COUNTY, CALIFORNIA F <br />6. FORM PIPE BEDDING GROOVES AS DESCRIBED IN SECTION 02300 <br />EARTHWORK OF THE TECHNICAL SPECIFICATIONS. <br />7 205.04 2198159.62 6437630.26 ]PROECT_USR O SIGN BY: FWS DATE: NOVEMBER 2014 <br />FOROR <br />N.T.S. 8 204.72 2198160.01 6437662.98 CONSTRUCTON, UNLESS I -ED -"- <br />CRAM BY: AB PROJECT NO.: WG7780 <br />9 209.01 2198146.90 6437676.64 <br />CHECKED BY: SPL RUE: DETAILS IV <br />10 209.09 2198174.67 6437675.22 <br />. a a <br />a <br />' <br />�.e�rar_�s�er ri.-��;aa_,�e.,a�,Acicrfrr trr�sie�i_s•�=x�K+Jss;_.Y•.R�gcSits:��air.��/���...�.:�ai�\�'�.[.��s� .:i.���"' <br />_ <br />a� <br />.....,.. <br />m <br />yi 'fA 4.i.Che �YL��-`SeiYlr'd/�yY"''d�G�1Ee" ��t�/•1rTi.%/I�t�et 'c .+L �r4 •i Y� w t.� -.i✓• i m <br />3: •+u <br />......... a �.sk�/e�i <br />a a• <br />J1 t• f� �6�1 { rS Jai h>•�- ��TT �Y�i � ..... 1 <br />�� �.�i <br />t �•!�•� <br />.�!/�9�rii-�/�����E�i I �•1•� / �I�1 sY.{tS J'��'.✓/`` .I <����I• L'1!� <br />- ��:la.. � »'�L�tr � fi.-�l�i�biT�� � s �� ���`�••� �, / +yam• _ <br />�?� ! �" � k� � �.{ i t Y.�.� ��.;i 'i7� � �E �� i'J•f � v \� � � • •', <br />,a•.r ,RQ�4+` <br />�N <br />.3m <br />LFG BERM <br />FLAC] <br />HE BLIND SEE DETAIL <br />FLANGE 3" (TYF <br />)IAM. HDPE PIPE <br />JAM. GALVANIZED <br />'PORT BAR (FIELD <br />VERTICAL F <br />:ATION) (TYP.) <br />5 <br />4LVANIZED <br />c E] <br />-EEL POST <br />VP.) <br />ONCRETE <br />13 SECTION <br />c7�7 LCRS CLEANOUT RISER <br />SUPPORT STRUCTURE <br />N.T.S. <br />ME <br />IIIIIIIIIIIIIII0 <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) APPROX. 12' <br />24" DIAM. HDPE PIPE <br />(SECONDARY RISER PIPE) <br />24" DIAM. HDPE PIPE <br />SACRIFICIAL 2.5' (PRIMARY INSPECTION <br />GEOMEMBRANE RISER PIPE) 24" DIAM. HDPE <br />GEOCOMPOSITE GRANULAR PIPE (PRIMARY <br />GEOMEMBRANE BACKFILL 2' RISER PIPE) <br />SACRIFICIAL <br />3H:1V GEOSYNTHETIC CLAY WELD 1 i GEOMEMBRANE <br />3H: 1 V LINER (GCL) q <br />6" DIAM. HDPE PERFORATED PIPE / \ <br />(LEACHATE COLLECTION) --- ----- <br />VU -� <br />1 I \ <br />APPROX 32' I / <br />2 ®3 T - - - -- -- M ---- 1 <br />1 <br />----- ___ <br />6" DIAM. GEOSYNTHETIC CLAY <br />24"DIAM. HDPE PERFORATED PIPE SII LOPE - - - - HDPE PIPE SEE OTE SIDE SLOPE LINER(GCL) C <br />- - (INSRUMENTATION SUBGRADE <br />6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) (NOTE 5) SUBGRADE RISER GEOMEMBRANE <br />6"%24" HDPE ECCENTRIC REDUCER ) <br />24" DIAM. HDPE PIPE (PRIMARY INSPECTION RISER PIPE) <br />\ P - GEOCOMPOSITE <br />; - - - - " - - ; 24" DIAM. HDPE PIPE (PRIMARY RISER PIPE) _ <br />T <br />6"DIAM. HDPE PERFORATED PIPE END CAP APPROX. 11' - _ - _ GEOMEMBRANE <br />(LEACHATE COLLECTION PIPE) 6"X24" HDPE GRANULAR <br />ECCENTRIC BACKFILL <br />3 H: 1 V REDUCER 2 1' I 2' 1' 6" DIAM. HDPE PIPE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />10GEOTEXTILE (LYSIMETER RISER PIPE) <br />APPROX. 56' APPROX. 29' 2.5' y <br />21 <br />16 END CAP 1'--- _ - ---=c <br />__ <br />CT15 <br />� -" -- T 3H:1V <br />RISER PIPES <br />aca - <br />APPROX. 7- N.T.S. <br />24" DIAM. HDPE PIPE SECONDARY RISER PIPE <br />15 ( ) NOTES: IF SHEET IS LESS THAN 24" BY 36" THEN IT IS A REDUCED PRINT -SCALE REDUCED ACCORDINGLY. <br />6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) E <br />/ APPROX. 33' 6" DIAM. HDPE PIPE (LYSIMETER RISER PIPE) i. OPERATIONS LAVER SHALL BE PLACED BY CONTRACTOR ON FLOOR <br />AND UP THE NORTHERN AND EASTERN SIDE SLOPES FOR A DISTANCE <br />OF 20 FT MEASURED ALONG THE SIDESLOPES WORKING FROM THE REV DATE DESCRIPTION CAN APP <br />` FLOOR UPWARDS. <br />_ 24" DIAM. HDPE PERFORATED PIPE <br />APPROX. 10"',2. SACRIFICIAL GEOMEMBRANE SHALL BE PLACED OVER THE GeOSyntec l-' <br />'� 9 6"DIAM. HDPE PERFORATED PIPE (LYSIMETER PIPE) GEOCOMPOSITE THAT WILL BE EXPOSED FOR MORE THAN 15 DAYS �' I <br />----------- ________ _. _ _ -. _ \ \ ` FROM TOP TRENCH OPERATIONS LAVER N BEYOND THE EDGE R THE COII$llltd' IILS <br />LCRS SUMP - CONSTRUCTION CONTROL POINTS SHALLAANCHOR CHORS BUT NCIALGEOT IN EANCHORTRENC 3 CONTRACTOR - <br />SHALL ANCHOR SACRIFICIAL GEOMEMBRANE WITH 3018 SANDBAGS 1111 aR0A0WAr, 6TH FLOO(E 1810 EAST HAZELioN AVENUE <br />APPROX. 60' Point /J El -tion Northing Easting SPACED IN A 10' SQUARE GRID AND TIED WITH ROPE. OAXPHONE610.836.30U 07 PHONEKT N, C8 CA 95M <br />1 209.62 2198201.75 6437616.28 3. SACRIFICIAL GEOMEMBRANE SHALL BE MARKED USING SPRAY -PAINT TITLE: <br />AND STENCIL PROVIDED BY THE CONTRACTOR AS DESCRIBED IN DETAILS IV <br />23 2 209.28 2198202.10 6437647.79 SECTION 02785 OF THE TECHNICAL SPECIFICATIONS. <br />a cto <br />3 209.01 2198202.29 6437673.32 4. TRANSITION FROM SLOPE TO FLOOR GEOMEMBRANE SHALL 8E A PRwecT: <br />4 204.77 2198189.08 6437661.40 MINIMUM OF 5-FTAWAY FROM PIPE TRENCH, AS SHOWN. CONSTRUCTION OF AREA 2A <br />5 205.08 2198188.70 6437629.97 5. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS ON <br />14 PLAN VIEW PIPING, WRING, AND CONTROLS IN THE INSTRUMENTATION PIPE SIM:FOOTHILL SANITARY LANDFILL <br />LEACHATE SUMP 6 209.55 2198146.33 6437616.80 SAN JOAQUIN COUNTY, CALIFORNIA F <br />6. FORM PIPE BEDDING GROOVES AS DESCRIBED IN SECTION 02300 <br />EARTHWORK OF THE TECHNICAL SPECIFICATIONS. <br />7 205.04 2198159.62 6437630.26 ]PROECT_USR O SIGN BY: FWS DATE: NOVEMBER 2014 <br />FOROR <br />N.T.S. 8 204.72 2198160.01 6437662.98 CONSTRUCTON, UNLESS I -ED -"- <br />CRAM BY: AB PROJECT NO.: WG7780 <br />9 209.01 2198146.90 6437676.64 <br />CHECKED BY: SPL RUE: DETAILS IV <br />10 209.09 2198174.67 6437675.22 <br />