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Z Z <br /> Q Z <br /> � W_ <br /> = W <br /> 0Q <br /> Q0 �C) <br /> W ~ U)U)(D _j <br /> Color Coding Legend < EN Q <br /> Pipe:Headloss Gradient(ft/1000ft) = L.1_ < <br /> C W <br /> <=0.500 Y <br /> <= 1.000 Q W <br /> <=2.000 <br /> <=3.000 W <br /> ■ <=4.000 <br /> <=5.000 a <br /> <=6.000 <br /> Other <br /> a <br /> U M <br /> 0 <br /> 0 <br /> owNHousEs SAN JOAQUIN <br /> CE� <br /> D 0 C <br /> ®® z ` <br /> LV <br /> L <br /> Q\��P a4DN s ® <br /> I � y a _ <br /> W z <br /> scxoa OOv <br /> LD Vn , <br /> aLD <br /> YSFO GLUSTEH L.o vAArc PUNP\� Yi✓ <br /> RIVEfl ISLANDS PARKWAY I.A.A J <br /> GOPItt <br /> HIGH AHK <br /> GGHOOL 5 �F. '�A'JOAOUIN 0.NER <br /> cPON. srD cwsTER a '! w O M <br /> a <br /> II "'EGQJ 1/.lL F <br /> ok \/ <br /> ARK E3 GGHOOL PHASE II NPW <br /> EG T PUMP STATION GTEWART HOAO ® ® ®® � � — Z <br /> L� GFOCWSTEA ® O i+ qI MAIN PIIMP$TgiION O C) 0cl <br /> �/ O <br /> GFOCLUGTEq CONE000MM �yk5 �((� (UKE 31ggNiqilON P5.) �J_ <br /> '�""••t,10D GPM FIRM PUMP CAPgCItt <br /> E2 SCHOOL = Y <br /> ® o ® 0 <br /> ® \ m Q <br /> ® PAHK g APAgTMExrs <br /> APAfliMENTS � Z <br /> S Z <br /> ' COPAHK N SFDCLJETER Ls O O <br /> APARTMENTS ® ® ®® P ® O <br /> CONDO/COMM MNDOX. ® PARK SFD CLUSTER 0 m <br /> ® N Y <br /> ®® ®® siogw I,n ® <br /> SFD CLUSTER PAH VAVENUE a iOWNHOMES LII � O O m <br /> ® ® TMENTS CONS.CCMM 'g ® iOWNHOMES Z Z <br /> U y O <br /> PARK U W Z <br /> Ea 1C­ <br /> DO <br /> ®®® DO o o Q o �I <br /> 0 <br /> APARTMENTS GONOO/GOMM A EFS CLUSTER '4M 4Yp p <br /> NW/GOM xY 4q ®® 'IF Y ^.HTMENTS NO <br /> SAY N <br /> pie esia ruMD <br /> PARK CC APARTMENTS u <br /> COMMERICAL APARTMENTS Q <br /> T O <br /> ® ® - APARTMENTS o <br /> CONDO ME L — N <br /> WN �O <br /> SN GLUSTEq Fm C <br /> PARADISE CUT e <br /> AR W R > <br /> APARTMENTS <br /> \ omq <br /> 3 a o <br /> z � <br /> NOTES 6. PER RIVER ISLANDS,ALL OTHER NON-POTABLE WATER IRRIGATION AREAS SHALL UTILIZE DRIP R G <br /> 1RIVER ISLANDS NON-POTABLE WATER DISTRIBUTION MODEL IS BASED ON UTILITY IRRIGATION SYSTEMS,WHICH HAS AN IRRIGATION EFFICIENCY OF 81%PER RIVER ISLANDS. N <br /> IMPROVEMENT AND AS BUILT PLANS PROVIDED BY ODELL ENGINEERING AND RIVER ISLANDS. THIS EQUATES TO A PEAK IRRIGATION DEMAND OF 26.977 GPD PER ACRE FOR AN&HOUR 0 <br /> 2. LOCATION AND ELEVATION OF ALL PIPES,FITTINGS,VALVES,AND HYDRANTS ARE IRRIGATION WINDOW. <br /> APPROXIMATED FROM UTILITY IMPROVEMENT PLANS PROVIDED BY ODELL ENGINEERING AND 7. NON-POTABLE WATER DEMANDS WHERE ASSIGNED BASED ON THE LATEST IRRIGATION <br /> RIVER ISLANDS. COVERAGE EXHIBITS PROVIDED BY ODELL ENGINEERING. <br /> 3. FOR LOCATIONS WHERE FINALIZED OR AS BUILT UTILITY IMPROVEMENT PLANS ARE NOT 8. THE PRESENTED NON-POTABLE WATER MODEL RESULTS ARE FOR STEADY STATE SITUATIONS <br /> AVAILABLE,NON-POTABLE WATER DEMANDS AND THE LAYOUT OF THE DISTRIBUTION SYSTEM (I.E.NOT FOR EXTEND TIME FRAMES). FIGURE <br /> FOLLOW THE MINIMUM REQUIREMENTS IN THE CITY OF LATHROP'$2019 DESIGN AND 9. LAYOUT AND CONTROL STRATEGY OF THE RIVER ISLANDS MAIN PUMP STATION(LAKE 3 C <br /> CONSTRUCTION STANDARDS. IRRIGATION PUMP STATION)IS TAKEN FROM THE MAIN PUMP STATION RECORD PLANS AND <br /> 4. PEAK NON-POTABLE WATER IRRIGATION DEMANDS ARE BASED ON THE 2019 CITY OF SPECIFICATIONS. C <br /> LATHROP'S DESIGN AND CONSTRUCTION STANDARDS FOR THE PEAK MONTH OF JULY.TURF 10. PHASE II NPW DISTRIBUTION SYSTEM SHOWN FOR REFERENCE PURPOSES ONLY AS ONLY THE F_ LSI <br /> CROP COEFFICIENTS WERE USED IN THE DETERMINATION OF THE PEAK IRRIGATION DEMAND. PHASE I NPW DISTRIBUTION SYSTEM WAS MODELED.ISOLATION VALVES FEEDING PHASE II 5 O <br /> 5. PER RIVER ISLANDS,ALL PARKS AND SCHOOLS SHALL UTILIZE A SPRAY IRRIGATION SYSTEMS, WERE CLOSED FOR THE PURPOSES OF THIS MODEL RESULTS. L <br /> WHICH HAS AN IRRIGATION EFFICIENCY OF 70%PER RIVER ISLANDS.THIS EQUATES TO A m <br /> PEAK IRRIGATION DEMAND OF 31,217 GPD PER ACRE FOR AN 8-HOUR IRRIGATION WINDOW. <br />