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18" CPP 5' MIN. EXISTING SIDE SLOPE AREAS ARE CAPPED WITH 2-FOOT THICK SOIL COVER EXISTING INTERMEDIATE SOIL COVER —4�-- EXISTING SOIL BERM 180 (LOCATION VARIES) ---- ---- --- - - - ------ - - ------ --- - - - 180 SEE NOTE 8 170 -- - -- - - - - - -- - - - - - - - - -- - - - - - - - -- - 170 a � ' i 1' MIN. OVERLAP FOR 160 ____.- ____ ___- ____-_- / 160 STAPLE OR PIN ANCHORS f -- - -- - - -- - - SIDE SLOPE 1 - - - - - - - - -- BERM/ DITCH, 150 - - - - -- LNOTE., T`fP.-- -- � / 2' -MIN._--SOIL-COVER -- - - --- -- - 150 CHDIT --DITCH SHALL BE LINED , (EXISTING) REFUSE 140 _ - WITH GEOMEMBRANE3' SPACING (TYP.) 130 __ - GEOMEMBRANE -- --_ - - - - - - 130 120 120 STAPLE ANCHORS (TYP.) 110 - --_ - - - 110 L EXISTING LINER AND SOIL ANCHOR TRENCH ANCHOR TRENCH---- - TYP1CAL-SECTION A _ -_ ----- -- - _ - --_- 100 PLAN VIEW- INLET AT EAST BENCH 1"=3' 1'=20' 3 4 FABRICATE INLET RISER PER 2002 CALTRANS STANDARD PLAN ADVANCED DRAINAGE SYSTEM D93B. USE 4" BAR SPACING ON VERTICALS. 24" DIA. INLET;OR EQUAL 3 2 MIN. 1 1 .5 1,5 eossses TYPE S PIPING - SEE NOTE 1 18" CPP AND FITTINGS (TYP,) / SOIL ANCHOR TRENCH ANCHOR ASSEMBLY AT& 7 2.5 LAP GEOMEMBRANE SEE NOTES 6 & 7 EACH JOINT. ( 6" MIN, INTO INLET 1" .6M 1' MIN. ALL AROUND INLET TYPE C PIPING SEE NOTES 6 AND 9 / 80% SOIL-20% BENTONITE ADMIX SOIL ANCHOR TRENCH / SOIL BACKFILL Sp\L COIR / / REFUSE 1' MIN. OVERLAP FOR d=1,5' STAPLE ANCHORS 2.00' 2.25' 4,50' / j / ELBOW (TYP,) 6" OFFSET 1 3 / y SEE NOTE 5 2 MIN STAPLE ?6' S� 1� ' TEE SURFACE OF SOIL COVER EARTHFILL 1 ANCHOR. ;` . 2' MIN. EXISTING SOIL COVER SEE NOTE 4 PIPE INLET FOR BERM/DITCH EXISTING SURFACE BED PIPE 6" INTO SOIL i OF SOIL COVER COVER, (TYP.) DETAIL 2 i i GEOMEMBRANE 1"=3' 3 SEE NOTE 2 SEE NOTE 3 / SALVAGE EXIST PIPE FOR REUSE INSTALL NEW CPP (SEE NOTE 9) SALVAGE EXIST PIPE FOR REUSE REFUSE NOTE: INSTALL GEOMEMBRANE AND ANCHOR IN E } j ACCORDANCE WITH SPECIAL PROVISIONS 18" CPP AND FITTINGS (TYP.) TYPE S PIPING 3 SIDE SLOPE BERM/DITCH ELBOW (TYP.) 1F_ " 2 MIN, EXISTING SOIL COVER ANCHOR ASSEMBLY AT DETAIL 1 EACH JOINT, (TYP,) , - 1'-3' 3 4 SEE NOTES 6 & 7 . _2x SURFACE OF SOIL V EXISTING TYPE C PIPING / SEE NOTES 5, 6 & 7 y , / % > GEOMEMBRANE Go EXISTING TYPE PIPING -- SpAL SEE NOTE 1 CONSTRUCTION NOTES: 1. REMOVE AND SALVAGE EXISTING TYPE C CPP WITHIN THE WORK AREA PRIOR TO BERM/DITCH CONSTRUCTION. EXISTING TYPE C PIPING _ j'r -- r j j '✓ REFUSE SEE NOTE 5 2, STRIP VEGETATION. STOCKPILE STRIPPINGS AS DIRECTED BY ENGINEER. 3. SCARIFY, MOISTURE CONDITION AND RECOMPACT EXISTING SOIL COVER IN ACCORDANCE WITH SPECIAL PROVISIONS, 4. MOISTURE CONDITION, PLACE AND COMPACT SOIL IN 9"t LOOSE LIFTS IN ACCORDANCE WITH SPECIAL PROVISIONS. / PLACE EARTHFILL MATERIALS IN CONTINUOUS ON-SLOPE OR HORIZONTAL LIFTS, WITH AN IRREGULAR SURFACE / / 2' MIN. EXISTING SOIL COVER (EG. COMPACTOR CLEAT DEPRESSIONS) ON EACH LIFT FOR LAYER BONDING. / 5. TYPE C CPP MAY BE ALIGNED TO SLOPE AND ANCHORED IN LIEU OF USING FABRICATED ELBOWS AT SLOPE SEE NOTES 5, 6 & 7 BREAKS, WITH ENGINEERS APPROVAL. BED PIPE 6" INTO SOIL 6. ALL PIPE JOINTS SHALL BE GASKETED FOR WATERTIGHT CONNECTIONS. COVER, (TYP.) OVERSIDE PIPE DRAIN/ BERM DITCH 7, USE PIPE MANUFACTURER'S AND/OR 2002 CALTRANS STANDARD DETAIL D87A ANCHOR ASSEMBLIES. DETAIL 3 8. FINISH SURFACE OF THE BERM/DITCH AND DISTURBED DOWNSLOPE AREAS IN ACCORDANCE WITH SPECIAL3 / PROVISIONS. 9. THE FOLLOWING CPP IS LOCATED AT THE NORTH COUNTY LANDFILL, AND IS AVAILABLE FOR USE BY THE CONTRACTOR: THIRTY 20-FT LENGTHS, TYPE C (SINGLE WALL) CPP FIVE 20-FT LENGTHS, TYPE S (DOUBLE WALL) CPP CONTRACTOR SHALL PROVIDE COUPLINGS AND SEALS AS NEEDED. 4M: COUNTY OF SAN JOAQUIN DRAWING N0.NORTH COUNTY SANITARY LANDFILL �r>tc wEMCON/OWT, Inc. SAN JOAQUIN COUNTY, CALIFORNIA 4 REV DATE DESCRIPTION DMN BY DES BY cwc BY APP BY BERM/DITCH CONSTRUCTION PROJECT NO. This Orewinq regeamR. intellectual properly or DICOH/ONT, Inc. Am maGification to CHECKED DATE APPROVAL ECOMMENDED DATE tNe orl&al by other thou EMCON/O"r, Inc. personnel viobt.. it. °rio.d puw. DATE l0 DMN BY ELOPE CHK BY F.COPF °n' " 'M " "this °°i° EM�"ut a �• written ten co "'l" "a°" 'O,any SECTIONS AND DETAILS cnd as mon to nw. Ooc.W. without express 10 no consent of le or .anotor. DES BY APP BY 102114 eta AXjh A.- 10