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Lu <br /> c 1 U>)- <br /> Q W O <br /> Color Coding Legend =J m O J <br /> Pipe:Diameter(in) Q J <br /> LL Q <br /> Wpmof <br /> > <br /> a- W <br /> 3 <= 10.0 z ~ O <br /> <= 12.0 O U) <br /> <= 14.0 <br /> <= 16.0 z <br /> r <= 18.0 <br /> <=20.0 <br /> <=24.0 <br /> <=30.0 <br /> <=48.0 Q <br /> a <br /> Other U oD <br /> TowNxousEs <br /> SAN JOAQUIN w W <br /> o <br /> L N <br /> 0 N <br /> ® z3: 12 <br /> c <br /> W1 Z ca <br /> ca <br /> U�SQ�y�"y J <br /> K SN GLUGTEq I Pu�QKS cD <br /> cD <br /> 1 <br /> P ARK <br /> PIVEfl ISLPNOS PAAKWAV O <br /> CHOOL vAArc O <br /> HIGH <br /> S �rr7r�Ty(/��� �A'Jpq <br /> PPK 5 GONOO SFO CLUSTEP � o � OUIN 0.NEP <br /> 1 1 H <br /> E33GHOOL PHASEIINPW pqK �' 3 <br /> MK ® PUMP STATION GTEWAPT POAO Z® ® ®® :� <br /> rL-`r`�T1{L�Ty�IF rLgrJ�//T� O Q <br /> li. SFOCLUSTEq ® PSE YL qI MAIN PUMP VATION I O <br /> -1-FIRCONDOICOMM OMU ' s,900 GPM FIgM PUMPCAPACITY <br /> ® ¢ = Y <br /> G2scxoa 2 <br /> co <br /> ® ® PAP< a Q <br /> APA—G­ ® E-01 <br /> APAPTMENTS <br /> NN Z <br /> COPAMflUINITV SFDCLLlSTEfl O O <br /> I e ® ¢ APAPTMENiS <br /> CONDO/COMM CONDO mm ® BFOOLUSTEP c m <br /> N � <br /> r O O <br /> ® ® srogN�,I,AYAMuE ® PAgK O ems- VJ <br /> ® srO cwsTEfl Q rowxxoMEs F- O m in <br /> APAgTMEMG CONWICOMM 'g ® -OWNHOMEG Z Z y p <br /> PMK U ?,moiQ U LL Z_ <br /> E SCHOOL WNOOMgMM U MM <br /> ® U O O U O O <br /> O <br /> CONWIGOMM <br /> SR)CLU- Aye p <br /> APAPTMENiS Cq N <br /> NWIGOM YqM Y49 APAP e- O <br /> �L(�y{��/p]t��7H�LT�-SFA{ N <br /> IIs APAPTMEM9 PARK ALJ�+MJ.1 U1 <br /> COMMEPICAL ETIANO PAPTMEN S Q 'O <br /> T O <br /> m APARTMENTS u <br /> CONDO L - N <br /> SN--F <br /> PARADISE CUT e a P.ME <br /> W o <br /> APAflTMEMG w <br /> 3 -g <br /> a " � <br /> C V O <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 ��/ W <br /> CROP COEFFICIENTS WERE USED IN THE DETERMINATION OF THE PEAK IRRIGATION DEMAND. L 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 />