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SCALE: NONE <br />CMCHRIS MACKNIGHT <br />CMCHRIS MACKNIGHT <br />CMCHRIS MACKNIGHT <br />SCALE: NONE <br />SCALE: NONE <br />1 WATER SOFTENERS PIPING DIAGRAM2DUPLEX SUBMERSIBLE SEWAGE EJECTOR PUMPS <br />3 SEWAGE EJECTOR PUMP PERFORMANCE CURVE <br />MANNER WITHOUT PRIOR WRITTEN PERMISSION OFCUSTOM H2O. <br />THIS DRAWING IS THE PROPERTY OF <br />CONFIDENTIAL <br />THE INFORMATION CONTAINED HEREIN MAY NOT BE USED OR COPIED IN ANY <br />CUSTOM H20 <br />BV <br />BV BV BV <br />6"CW <br />FLOOR <br />P <br />6x6x2 TEE <br />1-1/2"DRAIN TO <br />DISCHARGE TO <br />APPROVED RECEPTOR <br />W/AIR GAP <br />INLET <br />OUTLET, SEE <br />2" <br />2" <br />3/4"BRINE <br />1-1/2"D1-1/2"D <br />BRINE <br />TANK <br />30"∅ x 50" <br />3/4"BRINE <br />3/4"BRINE <br />P <br />PRESSURE <br />GAUGE <br />BV <br />1-1/2"D <br />P <br />PRESSUREGAUGE <br />6x6x2 TEE <br />2"4x2 <br />REDUCER <br />3/4"BRINE <br />6x6x2 TEE <br />1-1/2"D <br />6" <br />3/4"BRINE <br />1-1/2"D1-1/2"D <br />PRESSURE <br />GAUGE <br />1/4" <br />PBV <br />2" <br />### <br />6x6x2 TEE <br />PRESSURE <br />GAUGE <br />1/4" <br />PBV <br />2" <br />### <br />6x6x2 TEE <br />PRESSURE <br />GAUGE <br />1/4" <br />PBV <br />2" <br />### <br />3"CONCRETE <br />HOUSEKEEPING PAD <br />(BY OTHERS) <br />3/4"BRINE <br />FUNNEL DRAIN <br />PRESSURE <br />GAUGE <br />1/4"1/4"1/4" <br />FRP PRESSURE <br />VESSEL <br />24"∅ x 72" <br />FRP PRESSURE <br />VESSEL <br />24"∅ x 72" <br />FRP PRESSURE <br />VESSEL <br />24"∅ x 72" <br />6"6"6"SCW <br />10 <br />1 <br />" <br />BV <br />P <br />6x6x2 TEE <br />2" <br />3/4"BRINE <br />1-1/2"D <br />6" <br />1-1/2"D <br />6x6x2 TEE <br />PRESSURE <br />GAUGE <br />1/4" <br />PBV <br />2" <br />### <br />3/4"BRINE <br />PRESSURE <br />GAUGE <br />1/4" <br />FRP PRESSURE <br />VESSEL <br />24"∅ x 72" <br />NOTES: <br />1. PROVIDE APPROVED SEISMIC RESTRAINT. <br />2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS <br />Custom H2O <br />949-484-3200 <br />Fax 657-444-2302 <br />Cell 714-305-9015 <br />of <br />Date: <br />Approved <br />By: <br />Appr.DescriptionDateLtr.: <br />REVISIONS <br />Revision <br />Ltr.: <br />Drawing <br />No.: <br />Project <br />No.: <br />Size:Sheet:Scale: <br />Drawn <br />By: <br />Title: <br />AB <br />S <br />- <br />T <br />B <br />3 <br />, <br /> <br />R <br />E <br />V <br />I <br />S <br />E <br />D <br /> <br />- <br /> <br />M <br />A <br />Y <br /> <br />2 <br />0 <br />0 <br />7 <br />Checked <br />By:PIPING-01 - <br />NTS 1 1 <br />Initials: <br />4-29-21 - <br />WATER SOFTENERS <br />PIPING DIAGRAM <br />QUADPLEX SYSTEM <br />4-29-21 <br />4-29-21 <br />SEE ELECT. DWGS. <br />2" CONDUITS <br />CONTROL AND <br />INTRINSICALLY SAFE <br />BSMT LEVEL <br />3" <br />3" <br />MANUFACTURER <br />PUMP NO.1 CUT IN <br />12" MIN. OR AS <br />REQUIRED BY <br />PUMP NO.1 & NO.2 <br />CUT OFF <br />TWO FLOATS <br />HIGH WATER LEVEL ALARM <br />PUMP NO.2 CUT IN <br />TIGHT FLUSH WITH FINISHED FLOOR <br />COVER AND FRAME, GAS/WATER <br />H20 TRAFFIC RATED STEEL PLATE <br />DISCHARGE PIPE <br />FLOAT (TYP.)3" <br />6"SAN INLET <br />POWER LEAD <br />CONTROLLER <br />FROM MOTOR <br />WALL BRACKET FOR <br />FLOAT SWITCHES <br />10'x6' INSIDE CLEAR x 10' DEEP <br />18" <br />5.0'PROVIDE APPROVED GAS <br />TIGHT CONDUIT SEAL <br />ALARM PANEL <br />SEE NOTE 5 <br />SEE NOTE 5 <br />STAINLESS STEEL <br />GUIDE BAR 2" PIPE <br />SEE DETAIL NOTE 4 BELOW <br />SEWAGE EJECTOR PUMPS (SE-1 & 2) CALCULATION: <br />1. WATER FLOW INTAKE FROM PLUMBING FIXTURES = 300 GPM <br />2. PUMP FLOW RATE TO BE USED = 300 GPM <br />3. PUMP DISCH. ELEV. DIFF. = 20 FT HEAD <br />4. TOTAL DEVELOPED LENGTH = 120 FT <br />5. 4" EQUIVALENT ELBOWS & FITTINGS LOSS = (10)14' + (1)21' = 161 FT <br />6. 4" ESTIMATED GATE & SWING CHECK VALVES LOSS = 37 FT <br />7. TOTAL HEAD LOSS= <4> + <5> + <6> <br /> = (120' + 161' + 37') x 3.4 PSI/100FT x FT/0.432PSI <br /> = 25 FT HEAD <br />8. TOTAL PUMP HEAD = <3> + <7> <br /> = 20' + 25' = 45 FT HEAD <br />10. PUMP HEAD TO BE USED = 45 FT HEAD <br />DETAIL NOTES : <br />1. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL PANEL AND ALL WIRING FROM THE PANEL TO THE PUMPS AND ASSOCIATED <br />CONTROLS. REFER TO MANUFACTURER'S WIRING REQUIREMENTS FOR DETAILED INFORMATION. <br />2. PROVIDE SEPARATE 2" CONDUITS FOR CONTROL AND POWER. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATIONS. <br />3. ALL STRUCTURAL PIPE AND CONDUIT PENETRATIONS THROUGH EXTERIOR STRUCTURAL WALLS AND FLOORS SHALL BE WATER <br />TIGHT. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS. <br />4. COORDINATE THE EXACT LOCATION OF THE STRUCTURAL RING WITH STRUCTURAL ENGINEER FOR PUMP'S WINCHING SYSTEM <br />ATTACHMENT. THE STRUCT. RING SHALL BE AT THE CENTER OF THE SUMP ACCESS DOOR. PUMP OPERATING WEIGHT SHALL BE <br />PER MANUFACTURER'S INFORMATION. <br />5. PROVIDE HOOKS TO SECURE LIFTING CABLES. <br />6. INSTALL MECHANICAL FLOAT SWITCHES PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. <br />SE <br />2 <br />SE <br />1 <br />6"VENT, SEE <br />FLOOR PLANS FOR <br />CONT. <br />CAST-IN CONCRETE, SEE STRUCTURAL <br />DRAWINGS, PROVIDE APPROVED <br />WATER PROOFING ON BOTH SIDES <br />100.0' <br />SANITARY SEWER GRAVITY MAIN <br />AT BASEMENT LEVEL <br />20.0' <br />GATE VALVES & CHECK <br />VALVES ONE SET FOR EACH <br />PUMP DISCHARGE <br />4"PUMP DISCHARGE <br />2 <br />R1-P9.4 <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2015 <br />Tel 213.327.3600 <br />Fax 213.327.3601 <br />500 South Figueroa Street <br />Los Angeles, California 90071 <br />United States <br />NOT FOR <br />CONSTRUCTION <br />6/12/2024 7:40:15 PM <br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt <br />R1-P9.5 <br />PLUMBING DETAILS <br />21US00608 <br />3rd & Broadway West <br />CARIBOU <br />INDUSTRIES <br />1103 North Broadway <br />Santa Ana, CA 92701 <br />1 9/21/2021 REISSUE FOR PLAN CHECK <br />2 01/18/2022 REISSUE FOR PLAN CHECK <br />4 06/17/2024 REVISION TO PERMIT <br />EOR: SEAN AGUON <br />LIC#: M41274 <br />10/11/2024