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LJ Q Ld { CONSTRUCTION NOTES 1 o INSTALL SCHEDULE 40 SEWER PIPES. SIZE, SLOPE AND LENGTH PER PLAN. CONTRACTOR TOC) w un FIELD VERIFY THE EXISTING INVERTS AND MAINTAIN A POSITIVE SLOPE, > w INSTALL 6" SEWER CLEAN OUT WITH TRAFFIC RATED BOX AS PER DETAIL ON C7SD 62 SHEET. SIZE PER PLAN. -w- R i E ` .\_._-_. �_ .-_____ -- --- y-- ___ -� d• 63 EXISTING FIRE HYDRANT, PROTECT IN PLACE. / �;_ -- r - --- 64 CONTRACTOR TO F X - IELD VERIFY THE EXISTING 4 SEWER PIPE INVERTS AND MAINTAIN _x -- X X__- A POSITIVE S I TI VE /l SLOPE. 65 CAP UTILITY LINE @ 5' FROM BUILDING CONTRACTOR SHALL MARK STUB OUT a_ LOCATION WITH WOODEN 2x4 AND MARK UTILITY AS APPLICABLE, SEPTIC AND LEACH FIELD SYSTEM BY OTHERS AS APPROVED BY SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REFER C6SD SHEET FOR DETAILS ; -!L_� TRENCH & BACKFILL AS PER DETAIL 6/C7SD SHEET. TRENCH & BACKFILL AS PER DETAIL L 7/C7Sp SHEET. - ~T" j ( \ 6g INSTALL 2,000 GALLONS P&L, MONOLITHIC, TRAFFIC RATED SEPTIC TANKS, REFER DETAILS ON C6SD & C8SD SHEET. _ INSTALL 2 000 GALLONS P&L, co _ t 70 L, MONOLITHIC, TRAFFIC RATED GREASE INTERCEPTOR, 4-- (D - �� N I ; REFER DETAILS ON C65D & C8SD SHEET. o� RA I ! \ - II r^ 71 POINT OF CONNECTION EXISTING TO NEW Q - l ._-_-_ (VERIFY IN FIELD). U -__— � Jil, � 72 FLOOR INSTALL 4" FLOOR DRAIN W/ TRAP PRIMER, LOCATE IN CENTER. TRASH ENCLOSURE � x - -_ -- --- ! OR TO SLOPE @ 2.0� TOWARDS FLOOR DRAIN. U a v� O N -- INSTALL i,5O0 GALLONS P&L, MONOLITHIC, TRAFFIC RATED DOSING (SPECIAL PUMP) U TANK. REFER DETAILS ON C8SD SHEET.(REFER NOTE FOR SPECIAL PUMP ON THIS _ SHEET) X _-_.____�.._.-.��.� �_� -- ! 1 1/2" PVC SCHEDULE 40 TRANSPORT \ � � X CONNECTING TO 1 1/2" PVC SCHEDULE E 40EMAN MANIFOLD EACH DOSING TANK} U / LEACH LINES AS SHOWN ON C6SD SHEET, APPROXIMATE LENGTH PER PLAN. X cy X— X _---X -------X _ _ _ __ O ca 04 75 1 1/2" PVC SCHEDULE 40 MANIFOLD LINE PER C5SD SHEET. O 0 �,. LEACH LINES PER C6SD SHEET. n- w _..__ .. GENERAL CONTRACTOR NOTES EXISTING UTI!!TY LINES TO BE VERIFIED PRIOR TO CONSTRUCTION. r 37:c -- ALL DISTURBED IMPROVEMENTS TO BE REPLACED IN KIND, - CONTRACTOR TO MEET POWER CABLE & PHONE COMPANIES PRIOR 215.0' TO CONSTRUCTION. 50.o-- ' - CONTRACTOR; TO COORDINATE WITH CLIENT TO ENSURE WATER & ------ _— ._._. .__-- _ SEWER SERViCES TO EXISTING DEVELOPMENT W/O DISRUPTION.LEACH FIELU " J, MAINTAIN MINIMUM 10' HORIZONTAL & 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. REFER WATER-SEWER-STORM ( 100% RESERVE/REPLACEMENI _., �, SEPARATION FCR COMPLIANCE WITH COUNTY OF SAN JOAQUINQ` ti STANDARD DETAIL SHEET 5/C7SD. C'`7 AREA) EXISTING SEPTIC TANKS & GREASE INTERCEPTOR TO BE EMPTIED ; L �. & CLOSED PER BY SAN JOAQUIN COUNTY ENVIRONMENTAL Q� HEALTH DEPARTMENT STANDARDS UNDER SEPARATE PERMIT. = Q • < SPECIAL PUMP NOTE 1. EACH DOSING TANK TO BE FITTED WITH ORENCO BIOTUBE DUPLEX Q PUMP SYSTEM PF300511 115V O.5HP. ry Lu 2 CONTRACTOR TO MAINTAIN 5' HEAD PRESSURE AT ~ THE END OF _ _ _ __ - _ EACH LATERAL. UPGRADE PUMP OR VOLTAGE IF 0 1 -�__ -- - - - J- _- — - � � - - - � - ` €^r NECESSARY. [] - - -; - - - f ' - - - - ---�c�� ~�, �_ 3. CONTRACTOR TO WIRE PUMPS SO THAT PUMPS MUST ALTERNATE �n z Q Ell 2'J _ Fl ELa- '-- AA -_ - - -- -- BACK & FORTH BETWEEN DUPLEX PUMPS. v Q MA w I /� ! � Lu < ----------- " .......... j i \ ' Q L=269 APPROX. \ \ 74 f N \ ` 67 74 L=257' APPROX. �`U 711 \ . �.0 �- roe fto�Ess,QN�� DO D. F� 3 C EY c� ivi Exp. 8/30 2020 OF cg v \ I } -N- DATE: 09/19/2018 JOB :GRD-TR-01 DWG BY: HIPS I CHK BY: HS _, FFR To SHEET C3SD _ SCALE: 77 C4SD !