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FINAL COVER <br />CONSTRUCTION LIMIT <br />VARIES FINAL COVER DOWN DRAIN LIMIT <br />EXIST GRADIENT <br />TOWARDS DOWN DRAIN <br />12" x 24 DEEP <br />EXISTING CONCRETE CUT—OFF % ,�� \✓� _ /\\ \\ <br />INTIM COVER WALL N� EXISTING WASTE <br />EXISTING INTERIM <br />OVER <br />2:1 <br />2:1 <br />i <br />i <br />I <br />I <br />VARIES <br />VARIES <br />GRADE BREAK <br />INLET <br />1 <br />GEOCOMPOSITE <br />DRAIN <br />3' ADDITIONAL 12 OZ/SY <br />GEOT <br />FSOIL <br />INAL COVER WRAP <br />60 MIL HDPE <br />GEOMEMBRANE <br />(TEXTURED BOTH <br />SIDES) <br />\\\\ \\ ��\ \\\\ \�\\/ T // END GEOCOMPOSITE <br />\�\ �/ TO 2 BEYOND SEEP - <br />52 WRAP END OF <br />GEOCOMPOSITE <br />IN 12 OZ GEOTEXTILE <br />SECURE WITH ZIP TIES <br />DRAIN �; :. -.1 `CJ \� <br />12" 3" PERFORATED 4 \\ HDPE PIPE SEE <br />\ FO 3" SOLID HEADER <br />DRAIN TO HOLDING <br />TANK ® 1% MIN. <br />SLOPE <br />EXISTING iCiC/ Yi "ly <br />NOTE: <br />SEE DETAIL G11 FOR CONDENSATE PUMP STATION EXTENSION DETAIL <br />TEE <br />3" SEEP <br />MITIGATION <br />HEADER <br />2 4" ELECTRO—FUSION <br />WELDED HDPE <br />— SADDLE TEE <br />L COVER PER CIVIL DWGS <br />�KNESS VARIES AT TOE) <br />FINAL COVER MATERIAL SHALL BE HAND COMPACTED <br />AROUND EXISTING VAULT/HOSES PRIOR TO <br />INSTALLATION OF CONCRETE VAULT <br />INSTALL REP VAULT EXTENSION KIT <br />(VARIES 2' TO 4') <br />(PER LFG PLANS) <br />FINAL GRADE <br />GRADE <br />1" HIKE NAIL AND TAG EMBEDDED <br />4" DIA X 1\4" IN CONCRETE OR PER / <br />COUNTY SURVEYOR\\\ \\\\ \\ <br />STEEL PIPE \ �\\ \\ �\\ //\\�\\ \\ /\\ <br />FILLED WITH REQUIREMENTS (STAMP \\\�\�\�/\\\ ���\/\\\\\�\�/`��\\\`%`\�\\\`�\\`\ `\�\� ��`\ `\�\\\`\ `\�\\\\ `\�\\ <br />CONCRETE — — WITH ELEVATION DATE \�\\ �\ \/ \�\ \/ \�\ \/ \�\ \ \/\� \\/ \\` \`/ \�\\` �`/ \�\\` \`/ \�\\` \`/ \�\\` \`/ \\` \`/ \\` \`/ \�\\` <br />ELEVATION/DATE) \ \ / \/\ \/ \/\ \/ \/\ \/ \ \\ \/ \/\ \/ \/\ \/ \/\ \/ \/\ \/ \/\ \/ \/\ \/ \/\ \/ \/\ \/ \/\ <br />\N\ �`/ \N\` <br />FINAL COVER �\ \/\\�\ \/\\�\ \/\\ �\ \\\ �\ \/\\ �\ \/\\ �\ \/\\ <br />GALV STEEL PIPE ��\\\�`\\ �\ \\ ��`\ `\�\� `\�\� \\`//\�'\\� �\\ \`\ \\�\\�\\ \\�\\ �\\` \`\\ ` \`�\\�\\` �`�\\ �\\` �`�\\ �\�` �`�\ v EXISTING HDPE SUMP <br />6 LONG FILLED WITH\\ �\ \/\\ �\\N 41 <br />' N /\\ /\\ <br />X/ GROUT \\\ �\ \/\\ �\ \\\ �\ \/ \�\ \/ \�\` \`/ \�\\` \`/ \�\\` \\/ \�\\ �/\\\ \\� <br />\\` \`// \�\\` \`/ \�\\` \`\ \�\` �\ \\` �\ \\` �� `�\` �` CUT GEOMEMBRANE\\ \i (EXISTING./ \ <br />\` \`\\i�\//.���\`i��//.\�\\ TIGHT AROUND PIPE'\�\\� INTERIM COVER), <br />SECTION B—B \`\`/\`\`/\`\`/\`\`/\`\\/1 CF GRANULATED \/PENETRATION \- �\ PROTECT EXISTING CONDENSATE PUMP STATION <br />B /\\ /\\ /\\ /\\ /. / i\\i/�\\�/\\\\ <br />8" �\�\\ \\\\�\\/\\�\� \/\\ �\�\\ BE NITS UG \\ \��\` \�/\\�\Y\\�/\\�\Y\\�/\��\�/ FINAL COVER\/\\ \` ° ° <br />�\\i�\\ \\ \ �\\/�\\/�\\� \/�\ INAL COVER PLACEMENT <br />1�/,�/��i,��\ BACKFILL <br />SURVEY SETTLEMENT <br />\ <br />MONUMENT -DRAIN GRAVEL - <br />SECTION A—A A A o .o, o 0 0 %��\\`�%�\`�%��\\`\/% <br />0 0 0 0 0 ' o o. o /\ \ /\ <br />o 0 0 0 0° o o°° 190 MIN <br />4" DIA X 1/4" <br />np 1 i .. <br />STEEL PIPE FILLED 60 MIL HDPE <br />WITH CONCRETE GEOMEMBRANE <br />CONCR BASE (TEXTURED BOTH SIDES) <br />TYPICAL 4 PLACES <br />3" PERFORATED HDPE PIPE 3" SOLID HDPE PIPE (SEEP COLLECTION HEADER) SEEP COLLECTION HEADER CONNECTION TO <br />SURVEY/SETTLEMENT MONUMENT 3 SEEP COLLECTION HEADER TRANSITION 4 LPG CONDENSATE SUMP 5 <br />NTS .3 NTS -3 NTS -3 <br />op¢oFESS/a FORWARD LANDFILL <br />P• STi<�2c DETAIL SHEET <br />BRYAN A. STIRIL & ASSOCIATES A STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS <br />CONSULTING CIVIL &ENVIRONMENTAL ENGINEERS it No. 22637 m <br />1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 DESIGNED BY R.M.G. SCALE AS SHOWN <br />DIAMOND BAR, CALIFORNIA 91765 s DRAWN BY: M.T.B./C.A.L.DATE 06-05 FILE NO.: 29674DB <br />(909) 860-7777 Tq rvl �P <br />� CHECKED BY R.M.G. DATE 06-05 <br />NO. REVISION DESCRIPTION BY: APPROVED BY : B.A.S. DATE : 06-05 SHEET D-3 OF 26 <br />