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Z <br /> Q <br /> W <br /> CC)z W <br /> QOD <br /> H = () <br /> U) (D W <br /> Color Coding Legend Q �y <br /> Junction:Pressure(psi) = <br /> CL LL <br /> �.L <br /> <=40 Y <br /> <=50 <br /> w O <=60 <br /> 0 70 <br /> ■ O <=80 w <br /> t O <=90 <br /> O <= 100 <br /> O Other <br /> CID <br /> U a <br /> N <br /> co <br /> GwNHousEs SAN JOAQUIN <br /> w w o <br /> 0 v <br /> D 0 <br /> ®® Z 2 <br /> 0 <br /> Q\��P GO <br /> R'TIGN ® J w z <br /> Ove scxoa J O <br /> GLUGTEP <br /> N <br /> P COMMUNItt PIVEfl ISLPNOS PARKWAY � <br /> MK ® HIGH PARK A. <br /> 1 � 1 O � <br /> SCHOOL . 'SW.pA <br /> 5 PON. SFDCLP-R o OUIN 0.WEP <br /> H <br /> �F `J <br /> E3SCHOOL PHASEIITIO naK /./ ' / <br /> PUMP STATION ® ®® � J <br /> ® 05SPEES GTEWAPTPOAO ® � � Z � 3 <br /> 1211 <br /> _ SFOCLUSTEP ® CEO �((�i+ qI MAIN PIIMP$TgiION L O C) O <br /> S-CLUSTERCONDOCOMM E . 'ES <br /> J1W <br /> 2GPM FI <br /> RR A <br /> P SCHOOL <br /> PM PUMPCAPACItt <br /> QP < <br /> ® ¢4 AP TFAENTS ® E-I SCHOOL ° J LU <br /> 5 ® APAPTMENTS ®® S`FT � PnaS �� 13 <br /> VV Z <br /> 3 Z <br /> COMMUNI <br /> O <br /> PARK I SFDCLLISTEP O <br /> APARTMENTS ® ®® ® O0AA <br /> CONGO/COMM CONLOICOMM ® PARK SFO CLUSTEP ApM W m <br /> ® N <br /> r O O <br /> ®® ® <br /> i0gxa"ArAV <br /> sFDCLusTEP sPNME TowrvxoMEs �, s II O m <br /> ® ® W o <br /> APAPTMEMS iOWNHOMES � Z Z W d <br /> CONW <br /> LO/COMM � pppK C7 � U O Z <br /> EascxooL wxoorcoMM <br /> oo <br /> CONW/GOMM SFDCLUSTER Aye OT <br /> APARTMENTS Cq N <br /> N—OM xYp� ® Y49 APARTMENTS O <br /> aY ® N <br /> PAHK CC <br /> COMMERICAL AP <br /> APAPiMENTS .EX <br /> G PAPTMEV <br /> ®� c: T O <br /> ® ® m AHTME— N_o <br /> CONGO ME Cz — N <br /> ® SN GLUGTEP AR .a -Ed <br /> PARADISE CUT e 3 MG <br /> MG <br /> W o ED <br /> ED <br /> APARThIEMS �w <br /> C V <br /> \ <br /> omqa oc o <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. 0) <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 9 <br /> AVAILABLE,NON-POTABLE WATER DEMANDS AND THE LAYOUT OF THE DISTRIBUTION SYSTEM (I.E.NOT FOR EXTEND TIME FRAMES). FIGURE N <br /> FOLLOW THE MINIMUM REQUIREMENTS IN THE CITY OF LATHROP's 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_ IL <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 />