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-- --D R 1 VF VVA <br /> NOTES <br /> CILT - <br /> -- r C 1. PARCEL SHOULD BE <br /> - -_ _- __ ---- -- -_-- ------ SURVEYED TO DETERMINE <br /> f7O_e�Q�PG <br /> 1N <br /> �j r- <br /> - ACCURATE PROPERTY LINES. <br /> 1c!0 GX 8® TE4T5 --- 2. PRE-CON MEETING BEFORE <br /> CONSTRUCTION <br /> -- - -- - �_- 3. INSTALL P&L CONCRETE, <br /> - - - - - INC PRECAST 2,000 GALLON <br /> TRAFFIC-RATED SEPTIC <br /> - - _ TANK. <br /> 4. EXCAVATE DOUBLE-DEPTH <br /> - - = ^ (24")FILTER BED AND SUMP, <br /> - - -- SEPARATED BY RETAINING <br /> rr Lfy/V V��VV - <br /> PARTITION,AS ILLUSTRATED. <br /> 5. COVER PARTITION WITH <br /> --- — -' - IMPERMEABLE GEO- <br /> - - - - -- -- <br /> �rJAL TEXTILE FABRIC,AS _ <br /> ILLUSTRATED. <br /> $n l L-,"�/ -- FI L 2 - 6. INSTALL 3-HOLE <br /> — r__ --- DISTRIBUTION BOX. <br /> T�Pekvc�EABcE �ol,rBtG �EPt"N t7RAr�( f�orl�' `{ 73Ft•ZF. �P� -- � - <br /> Hr, 7. IMPORT WASHED DRAIN <br /> Lt707L ROCK INTO FILTER BED AND <br /> 60TE>r(It,E BRiG -- <br /> SUMP. COVER WITH <br /> B- I N 1 N� -- ✓� _ FII TER FABRIC,AS - <br /> <> PAR�lT1o�/ �L- �l �l�/ - --- - <br /> - ILLUSTRATED. <br /> - - <br /> -- - <br /> - -'- - --- - -- 8. INSTALL TWO,4"DIA. <br /> - - - - - - - - PERFORATED LINES IN <br /> -----_ FILTER BED. CAP ENDS. <br /> Z."Al Y 10GX9'D- - - <br /> 9. BACKFILL WITH1'OF <br /> NATIVE SOIL COVER TO <br /> MATCH SURROUNDING <br /> - -- - - GRADE. <br /> Chesney Engineering, Inc. <br /> JO <br /> B: /M/ <br /> Don Chesney, PE <br /> - I�'I 1IIfIIE I I" SHEET NO, OF <br /> -..-- - <br /> C 7 '79 P.O. Box 3794 CALCULATED BY: LAC- DATE L <br /> w <br /> CIVIL <br /> � --- �— Turlock, CA 95381CHECK BY: DATE <br /> Z ( 0 ) 02- 6 SCALE:_ 5 AlO G> <br />