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CONSTRUCTION <br />DETAILS <br />C4.0 <br />REVISIONS <br />DateNo.Description <br />Job No. <br />Date <br />Drawn by <br />Proj Mgr AKM <br />19186 <br />5OF: <br />PROJECT <br />SHEET TITLE <br />SAN JOAQUIN <br />COUNTY MICKE <br />GROVE DELTA <br />SHELTER <br />SEPTIC <br />REPAIRS <br />11793 MICKE GROVE RD <br />LODI, CA 95240 <br />01/10/2022 <br />ARM <br />Know what's below. <br />before you dig.Call <br />R <br /> <br />SHEET: <br />3428 Brookside Road <br />Stockton,California 95219 <br />209-943-2021 <br />Fax: 209-942-0214 <br />www.siegfriedeng.com <br />CIVIL <br />STRUCTURAL <br />LANDSCAPE <br />ARCHITECTURE <br />SURVEYING <br />PLANNING <br />ATHLETIC <br />FACILITY DESIGN <br />9/27/21 T&S RFI #11 <br />ACCEPTABLE PIPE <br />1.POLYVINYL CHLORIDE (PVC) <br />SEE UTILITY PLAN <br />FOR LOCATIONS <br />4" BRASS CLEANOUT PLUG "C" <br />"BROOKS" NO. 1-SP OR <br />"CHRISTY" NO. F-8 OR EQUAL <br />CONCRETE COVER <br />4" CLEANOUT RISER (NO <br />HUB) <br />INSTALL 45° WYE-TEE FITTING <br />LATERAL <br />POINT OF CONNECTION TO <br />LATERAL <br />CLEANOUT <br />NO SCALE2SEPTIC SYSTEM PUMP STATION <br />NO SCALE1 <br />SUMP <br />CHAMBER <br />1.0' <br />TANK BOTTOM <br />PUMP OFF <br />4.0' <br />PUMP ON <br />1.0' <br />HIGH WATER ALARM <br />6" INV. EL = 37.48' INFLOW EL <br />6" <br />TO CONTROL PANEL, SEE UTILITY PLAN. CONTROL PANEL <br />SHALL HAVE A FLOW MONITORING CAPABILITY AND <br />ALARM TO BUILDING; COORDINATE CONTROL PANEL WITH <br />PUMP SELECTION <br />INTEGRAL FIBERGLASS MOLDED IN <br />BY MANUFACTURER <br />36"Ø FIBERGLASS BASIN WITH ANTI-FLOATATION COLLAR, <br />ALL STAINLESS STEEL SUPPORTS AND BRACKETS <br />PRE-MOUNTED; ALUMINUM GAS TIGHT HATCH COVER <br />TOP <br />#5 @ 12" O.C. EACH WAY <br />12" <br />EQ <br />EQ <br />6 FT DIA.5/8"Ø ANCHOR <br />BOLT <br />ANTIFLOATATION FLANGE <br />PER MANUFACTURER12" MIN.12" MIN. <br />8" MIN. <br />8" MIN.8" MIN. <br />WATER TIGHT <br />GROMMET. TYPICAL.WATERPROOF JUNCTION <br />BOX. TYPICAL. <br />TWO (2) LIBERTY LSG202M SEWAGE <br />GRINDER PUMPS. 2HP, 208-230 V, 1PH <br />(DUPLEX SYSTEM) OR APPROVED EQUAL <br />INTEGRAL FIBERGLASS MOLDED <br />IN BY MANUFACTURER <br />PRE-MOUNTED <br />FLOAT-LESS <br />SWITCHES <br />36" ALUMINUM GAS <br />TIGHT HATCH COVER <br />STAINLESS STEEL LIFTING CABLE WITH <br />STAINLESS STEEL EYEBOLT FASTENED TO <br />SUMP CHAMBER AND STAINLESS STEEL <br />SHACKLE ON PUMP. TYPICAL. <br />PUMP <br />MODEL <br />PUMP HORSE <br />POWER <br />FORCE <br />MAIN SIZE <br />FORCE MAIN <br />LENGTH <br />MAX. <br />PUMP <br />FLOW <br />TOTAL <br />DYNAMIC <br />HEAD <br />MAX. <br />PUMP <br />HEAD <br />LIBERTY <br />LSG202M 2 HP 4"125'50 GPM 10'110' <br />SEE PLAN <br />SHEET <br />ELEVATION <br />TEE FITTING TO <br />COMBINE TWO <br />LINES INTO ONE <br />2" OUTGOING <br />MICKIE GROVE DELTA SHELTER <br />SEWER FLOW <br />AVERAGE DAY <br />(GAL/DAY) <br />MAXIMUM DAY <br />(GAL/DAY) <br />PEAK HOUR <br />(GAL/MIN) <br />0 0 67 <br />RIM 40.94' <br />EL 36.50' <br />INV 38.35' 2" <br />EL 32.50' <br />EL 31.50' <br />ELECTRICAL <br />INV 37.48' 6" <br />BALL CHECK VALVE (VERTICAL POSITION) WITH SOCKET <br />WELD ENDS AND BUNA-N BALL. SIZE PER ON FORCE MAIN <br />SIZE. BALL VALVE SHUT OFF VALVE WITH UNION ENDS <br />(HORIZONTAL POSITION).