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SHEET NUMBER <br />LSD-1 <br />SYSTEM BY: <br />Quote Request Email: <br /> info@pumpsbydesign.com <br />95 GPM @ <br />14 <br />23 <br />19 <br />11 <br />10 <br />9 <br />16 <br />1 <br />4 <br />54” O.D. WET WELL <br />48” I.D. WET WELL <br />13 <br />8 <br />8 <br />15 <br />8 <br />4 <br />9 <br />7 <br />5 <br />6 <br />22 <br />20 <br />DR <br />A <br />WN <br /> <br />B <br />Y <br />: <br /> <br /> <br />CH <br />E <br />C <br />K <br />E <br />D <br /> <br />B <br />Y <br />: <br />DA <br />TE <br />: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br /># <br />: <br /> <br />2045 SOUTH BAKER AVE. <br />PUMP & PACKAGE SYSTEMS <br />ONTARIO, CA 91761 <br />PH: (909) 673-9945 <br />PUMPS BY DESIGN INC. <br />LIFT STATION SPECS <br />SCHEDULE OF MATERIALS <br />ID DESCRIPTION TYPE QTY <br />①SUBMERSIBLE PUMP STORMWATER 2 <br />②DISCHARGE ELBOW GR-20-LE 2 <br />③UPPER GUIDE BRACKET 304SST 2 <br />④PIPE BRACE/STRUT 304SST 2 <br />⑤SS GUIDE RAIL 1.25” 304SST 4 <br />⑥LIFTING CHAIN ~12FT LF 2 <br />⑦PUMP CABLE 30 FT 2 <br />⑧DISCHARGE PIPING 3” PVC SCH80 2 <br />⑨BEND 90° ELBOW FITTING SOC 3” PVC SCH80 2 <br />⑩ENTRY BOOT FB-400 1 <br />⑪ALUMINUM SLEEVE W/PRESS SEAL SLV2200/PSX-22M 2 <br />⑫FIBERGLASS WET WELL Fb048” X 144”S 1 <br />⑬ACCESS COVER-NON-TRAFFIC C42HSA 1 <br />⑭IN-FLUENT HDPE PIPE BY OTHERS 18” PER PLANS 1 <br />⑮SWING CHECK VALVE 3” PVC SCH40 2 <br />⑯ BALL VALVE 3” PVC SCH80 2 <br />⑰ANTI-FLOTATION COLLAR STEEL ENCAP 1 <br />⑱FLOAT SWITCHES 30 FT CORD 4 <br />⑲FLOAT BRACKET 4FB 1 <br />⑳Ø2” ELECTRICAL CONDUIT BY OTHERS 2 <br />21 DUPLEX CONTROL PANEL (SHIPPED LOOSE)WD1P-4-1022 1 <br />22 TEE FITTING W/3-4” BUSHINGS 4” PVC SCH80 1 <br />23 OVERFLOW PIPE -BY OTHERS 18” HDPE 1 <br />ST <br />OR <br />M <br /> <br />W <br />ATE <br />R <br /> <br />L <br />I <br />F <br />T <br /> <br />S <br />T <br />ATI <br />O <br />N <br /> <br />D <br />E <br />T <br />AI <br />L <br />S <br /> C <br />. <br /> <br />B <br />A <br />S <br />S <br />O <br /> D <br />. <br /> <br />T <br />Y <br />M <br />A <br />N <br />06 <br />/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> T <br />r1 <br />9 <br />3 <br />2 <br />8 <br />CV <br />C <br />- <br />H <br />A <br />R <br />0 <br />6 <br />1 <br />0 <br />2 <br />5 <br />GENERAL NOTES/DISCLAIMERS, BUT NOT LIMITED TO <br />:CONTRACTOR TO CONFIRM FINAL ALIGNMENT, PLACEMENT, AND FIELD <br />VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO INSTALLING. ALL <br />ELEVATIONS AND DIMENSIONS ARE NOMINAL AND HAVE BEEN PROVIDED BY <br />OTHERS. <br />IT IS THE CONTRACTORS OR OTHERS RESPONSIBILITY TO PROVIDE <br />COMPONENTS FOR COMPLETE AND OPERATING SYSTEM. THIS SHALL <br />INCLUDE BUT NOT LIMITED TO: <br />PUMPS BY DESIGN INC. IS NOT RESPONSIBLE FOR ANY OF THE FOLLOWING: <br />(1) ANY FASTENERS NOT ASSOCIATED WITH THE PRE-ASSEMBLED <br />SYSTEMS <br />(2) ANY GENERATOR FUEL OF ANY KIND <br />(3) UNLOADING TRUCKS, TRAFFIC CONTROL, SITE SAFETY <br />(4) SECURING MATERIALS DELIVERED TO PROJECT SITE: DUNNAGE, <br />FENCING, STORAGE <br />(5) EXCAVATION, SHORING, DEWATERING, SUB-BASE ROCK, BACKFILL <br />MATERIAL <br />(6) INSTALLATION OF SUPPLIED PUMP STATION SYSTEMS AND <br />COMPONENTS <br />(7) PIPING TO AND FROM PUMP STATION <br />(8) ELECTRICAL CONDUIT AND WIRING (EXCEPT WIRES ATTACHED TO <br />SUPPLIED COMPONENTS) <br />(9) SITE ELECTRICAL SERVICE/METER EQUIPMENT <br />(10) CORING OF THE HOLES FOR THE ELECTRICAL CONDUITS IN ANY <br />STRUCTURES <br />(11) CONCRETE POURED IN PLACE, CRUSHED ROCK, ASPHALT PAVING <br />(12) SITE LIGHTING, SIGNAGE, FENCING, BOLLARDS AND DRAINAGE <br />CONTROL <br />THESE LAYOUT DRAWINGS ARE INTENDED TO SHOW OVERALL REFERENCE <br />OF THE SYSTEM. DO NOT SCALE DRAWING. PLACEMENT AND ORIENTATION <br />OF INSTALLATIONS ARE AT THE DISCRETION OF THE INSTALLING <br />CONTRACTOR. ALL ITEMS LISTED BY OTHERS WILL NOT BE SUPPLIED BY <br />PUMPS BY DESIGN INC. AND MUST BE PROVIDED BY OTHERS <br />CONDUITS PROVIDED BY AND FIELD INSTALLED BY <br />O T H E R S P R I O R TO I N S TA L L AT I O N . E L E C T R I C A L <br />D E S I G N , C O N T R O L PA N E L P L A C E M E N T, A N D <br />INSTALLATION BY OTHERS <br />*ALARM SYSTEM STANDARD WITH <br />DUPLEX CONTROL PANEL PROVIDED <br />*NOTE: CONTRACTOR OR OTHERS TO PROVIDE BACKUP <br />POWER SOURCE FOR PUMP SYSTEMS <br />HWA- HIGH WATER AL ARM <br />L-2 L AG PUMP ON <br />L-1 LEAD PUMP ON <br />L-0 PUMPS OFF EL. <br />66.50 <br />66.00 <br />65.50 <br />63.58 <br />LIFT STATION CALCULATION <br />PUMP PERFORMANCE CURVE <br />SYSTEM CONFIGURATION <br />PUMP(S) MODEL: <br />MOTOR OUTPUT:4/10 HP <br />PHASE:SINGLE 1PH <br />VOLTAGE:208V/230V <br />FLA:12.0 AMPS <br />DESIGN PARAMETERS <br />REQUIRED FLOW / TOTAL( Q ) :0.382 cfs or 171 GPM <br />FLOW RATE (EACH PUMP) 95 GPM EA./ 190 GPM <br />TOTAL DYNAMIC HEAD:12.00/ 12.88 FT TDH <br />STATIC HEAD:10.37 FT <br />WET WELL DIAMETER:Ø48 <br />WET WELL DEPTH:144” <br />DUPLEX FIBERGLASS LIFT STATION <br />FIBERGLASS WET WELL <br />SECTIONAL VIEW- NTS (ROTATED TO SHOW CLARITY) <br />(QTY 2) 2”-CONDUITS <br />*ELECTRICAL DESIGN BY OTHERS* <br />WET WELL T/RIM = 74.58 <br />WET WELL BTM. EL. 62.58 <br />P.O.C. 73.95 <br />FM INV.-OUT 74.00 <br />(4” PVC SCH 80) <br />FM INV.-OUT 74.00 <br />(4” PVC SCH 80) <br />INV.-IN 66.74 <br />(18”~PER PLANS) <br />INV.-IN 66.74 <br />(18”~PER PLANS) <br />HWA <br />L-1 <br />L-2 <br />L-0 <br /> 144” <br />54” <br />48” <br />12” <br />MINIMUM 8” OVER EXCAVATE <br />COMPACT-3/4” MINUS BASE <br />(CRUSHED ROCK OR EQUAL) <br />NOTE: BACKFILL, FOUNDATION, <br />SUBGRADE , EXCAVATION BY OTHERS <br />NOTE: CONTRACTOR TO FIELD INSTALL AND CORE <br />HOLES FOR ALL INLET, CONNECT/SEAL FORCE MAIN <br />BY OTHERS <br />FIBERGLASS WET WELL <br />TOP VIEW- NTS (ROTATED TO SHOW CLARITY) <br />17 <br />2 <br />10 <br />NOTE: CONNECTION TO FORCE MAIN <br />PROVIDED AND INSTALLED BY OTHERS <br />NOTE: INLET PIPING TO BE CORED <br />AND SEALED IN-FIELD BY OTHERS. <br />(INLET FITTINGS SHIPPED LOOSE) <br />19 <br />20 <br />133 <br />FM-4” SCH80 <br />~15 FT LF <br />ALL PIPING INSIDE <br />WET WELL IS <br />3” PVC SCH80 <br />NOTE: CONNECTION TO FORCE MAIN <br />DESIGN AND FIELD INSTALLED BY OTHERS <br />ALL PVC JOINTS ARE PVC FLANGE TO FLANGE <br />BOLTED CONNECTIONS. ALL HARDWARE 316SS <br /> POINT OF GRAVITY <br />CONNECTION DISCHARGE <br />NOTE TO CONTRACTOR OR OTHERS: <br />CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, <br />ELEVATIONS, ALL INLET/OUTLETSIZES AND <br />ORIENTATIONS ACCORDING TO SITE CONDITIONS <br />PRIOR TO APPROVAL OR FABRICATION OF PUMP LIFT <br />STATION <br />NOTE: CONTRACTOR OR OTHERS TO <br />PROVIDE, FIELD INSTALL PRIOR TO <br />INSTALLATION OF WET WELL.- (QTY-2) Ø2” <br />CONDUITS FOR PUMP AND FLOAT SENSOR <br />CABLES TO BE RUN IN SEPARATE CONDUITS. <br />ELECTRICAL DESIGN, CONTROL PANEL <br />PLACEMENT, MOUNTING AND INSTALLATION <br />BY OTHERS. <br />NOTE: INLET PIPING TO BE CORED AND <br />SEALED IN-FIELD BY OTHERS. <br />(INLET FITTINGS SHIPPED LOOSE) <br />22 <br />12 <br />Ø70” BASE O.D. <br />18 <br />22 <br />11 <br />1 <br />2 <br />***NO SUBSITUTIONS OR ALTERNATES UNLESS <br />SUBMITTED TO PUMPS BY DESIGN INC FOR <br />APPROVAL*** <br />INV.-OUT 70.33 <br />(18”~PER PLANS) <br />INV.-OUT 70.33 <br />(18”~PER PLANS) <br />17 4 <br />11 <br />51 <br />0 <br /> <br />& <br /> <br />5 <br />2 <br />0 <br /> <br />N <br />. <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />O <br />U <br />L <br />E <br />V <br />AR <br />D <br />CI <br />T <br />Y <br /> O <br />F <br /> S <br />A <br />N <br />T <br />A AN <br />A <br />Project:TR19328 <br />Date:6/10/2025 <br />Calculaon By:C BASSO <br />SYSTEM CALCULATION <br />LIFT STATION PROFILE & CALCULATIONS <br />3" SCH 80 2.864 INCH I.D. <br />3" PVC PIPE (QTY)12 x 1 FT 12 FT <br />3" PVC 90 ELBOW (QTY)1 x 8.1 FT 8.1 FT <br />3" PVC 45 BEND (QTY)0 x 3.8 FT 0 FT <br />3" PVC TEE (QTY)0 x 17 FT 0 FT <br />3" BALL VALVE (QTY)1 x 1.7 FT 1.7 FT <br />3" CHECK VALVE (QTY)1 x 20 FT 20 FT <br /> TOTAL EQUIVALENT LENGTH 41.8 FT <br /> FRICTION LOSS PER 100 FT 3" PVC 3.11 FT PER 100 FT <br /> FRICTION LOSS 3"41.8 /100 x 3.11 FT 1.30 FT <br />4" SCH 80 3.89 INCH I.D. <br />4" PIPE (QTY)15 x 1 FT 15 FT <br />4" 90 ELBOW (QTY)1 x 11 FT 11 FT <br />4" 45 BEND (QTY)0 x 5 FT 0 FT <br />4" TEE (QTY)1 x 22 FT 22 FT <br />4" SHUTOFF VALVE (QTY)0 x 2.3 FT 0 FT <br />4" CHECK VALVE (QTY)0 x 22 FT 0 FT <br /> TOTAL EQUIVALENT LENGTH 48 FT <br /> FRICTION LOSS PER 100 FT 4" PVC 2.53 FT FT PER 100 FT <br /> FRICTION LOSS 4"48 /100 x 2.53 FT 1.21 FT <br />TOTAL DYNAMIC HEAD <br />3" & 4" FRICTION LOSS 2.51 FT <br />STATIC HEAD 10.37 FT <br />PERFORMANCE 190 @ 12.88 FT TDH THROUGH 4 INCH PVC LINE <br />HAZEN-WILLIAMS EQUATION/HEAD LOSS IN WATER PIPE <br />3" PIPE 4" PIPE <br />l = length of pipe ()100 100 <br />c = Hazen-Williams roughness constant 140 140 <br />q = volume flow (gal/min)95 190 <br />dh = inside or hydraulic diameter (inches)2.864 3.89 <br />f = fricon head loss in feet of water H20 /100 3.11 2.53 <br />Velocity (/s) =4.73 5.13 <br />(f) = 0.2083 (100 / c)1.852 q1.852 / dh4.8655 <br />95 GPM @ 12.00 FT TDH <br />EACH PUMP <br />COMBINED FLOW <br />190 @ 12.88 FT TDH THRU <br />4” LINE <br />18” <br />14 <br />23 <br />11 <br />11 <br />LE41M-3 <br />Behrooz Sarlak 10/29/2025