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Z <br /> Q <br /> = Ww <br /> � W <br /> Q <br /> OZ U <br /> O <br /> U) (D > <br /> Color Coding Legend 2 [)� LLJ <br /> Pipe:Velocity(ft/s) � a <br /> 1.00 <br /> Y a <br /> <=2.00 Q <br /> w <=3.00 <br /> <=4.00 W <br /> <=5.00 <br /> <=6.00 <br /> Other <br /> U a <br /> 9 <br /> TOWNHOUSES <br /> SAN JOAQUIN w w m <br /> s o <br /> N <br /> D 0 <br /> ®® ® z <br /> 0 <br /> flE Ca <br /> Q\�rLP ATION ss ' J LIJ z Ca <br /> E <br /> ovo <br /> U) W O ate. <br /> ( SFO GLUSTEq , �EP� s scxws .0 <br /> 1 P` via O <br /> ® R 1111 OMAMUNItt gIVEfl ISLPNOS PARKWAY vAArc O j <br /> HIGH <br /> GGHOOL RK \F� 'VWUOAouw HNER <br /> corvoo sroausrefl a UJ 0 <br /> T GO <br /> `J <br /> GO <br /> ARK E]GGHOOL PHASE II NPW pqN s'C ' / <br /> OEtP Et PUMP STATION GTEWAPT ROAD ® ® ®® 9fjA (J� � '/ J � 3 <br /> sl SFDCLUFEA ® O 1�L qI MAIN PIIMP$TgiION O C) 0�/ O <br /> SFO CWSTEH � CONDO/COMM � �.S .�((� (aKE 3lgflNiATION P5.) I..L '2 <br /> /[.�() s,9W GPM FIgM PUMPCAPACItt <br /> E¢9CHOM00® ,,,(((]]] a QH 0® PARK ¢4 APA—P­ ® E.t SCHOOL O J <br /> ® � APAfliMENTS ®® PARI <br /> GOMM­ <br /> Z <br /> SFDCLLlSTEfl O O <br /> PAPK s e ® A—MENTS ® ® ®® <br /> CONDO/COMM ® PAHK O <br /> CONLO/COMM ® SFD CLUSTEfl v m <br /> N � <br /> r O O <br /> ®® ® srO cwsTEfl sroq�H-AVMVEMUE TowrvHOMEs L, II O m <br /> ® APARThIEMS CONLOrCOMM 'g ® OWNHOMES Z Z y p <br /> Z_ <br /> Ea SCHOOL WNOOMgMM U W K Z Q p EI <br /> U O O U O O <br /> O <br /> CONW/GOMM SFD CLUSTEF qMq \ N <br /> APAfliMENTS Cq <br /> NW/GOM Yp� ®® Y4F ,^.RTMENTS O <br /> PStP �4Y ® Y ., N <br /> slv APAFTMENTS PARK N <br /> COMMERICAL iUWOAPARTMENTS <br /> T O <br /> o APAHTMENTG o <br /> CONDO L — N <br /> W <br /> ME <br /> SN GLUGTEq Fm C <br /> PARADISE CUT e <br /> AR e IIIL« R > <br /> APARTMENTS <br /> lul <br /> C '5 V OF <br /> \ <br /> omqa oc O <br /> 3 a o <br /> z � <br /> NOTES IRRIGATION PUMP STATION)IS TAKEN FROM THE MAIN PUMP STATION RECORD PLANS AND R G <br /> 1RIVER ISLANDS NON-POTABLE WATER DISTRIBUTION MODEL IS BASED ON UTILITY SPECIFICATIONS. <br /> IMPROVEMENT AND AS BUILT PLANS PROVIDED BY ODELL ENGINEERING AND RIVER ISLANDS. 0 <br /> 2. LOCATION AND ELEVATION OF ALL PIPES,FITTINGS,VALVES,AND HYDRANTS ARE 0 <br /> APPROXIMATED FROM UTILITY IMPROVEMENT PLANS PROVIDED BY ODELL ENGINEERING AND <br /> RIVER ISLANDS. O) <br /> 3. FOR LOCATIONS WHERE FINALIZED OR AS BUILT UTILITY IMPROVEMENT PLANS ARE NOT <br /> AVAILABLE,NON-POTABLE WATER DEMANDS AND THE LAYOUT OF THE DISTRIBUTION SYSTEM FIGURE <br /> FOLLOW THE MINIMUM REQUIREMENTS IN THE CITY OF LATHROP'S 2019 DESIGN AND C <br /> CONSTRUCTION STANDARDS. <br /> 4. PEAK NON-POTABLE WATER IRRIGATION DEMANDS ARE BASED ON THE 2019 CITY OF ^ C <br /> LATHROP'S DESIGN AND CONSTRUCTION STANDARDS FOR THE PEAK MONTH OF JULY.TURF F�L/ W <br /> CROP COEFFICIENTS WERE USED IN THE DETERMINATION OF THE PEAK IRRIGATION DEMAND. 5J O <br /> 5. THE PRESENTED NON-POTABLE WATER MODEL RESULTS ARE FOR STEADY STATE SITUATIONS L <br /> (I.E.NOT FOR EXTEND TIME FRAMES). m <br /> & LAYOUT AND CONTROL STRATEGY OF THE RIVER ISLANDS MAIN PUMP STATION(LAKE 3 <br />