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ZZ Z <br /> � Q <br /> � W <br /> = W <br /> W <br /> Z Z O ( <br /> WOU) Cn <br /> (D <br /> Color Coding Legend Q <br /> Pipe:Headloss Gradient(fUl0OOft) = LL U ,{ <br /> Z W <br /> <=0.500 <br /> <= 1.000 W <br /> w <=2.000 <br /> 3.000 W 06 <br /> r <=4.000 LL <br /> �" <=5.000 10— (0 a Q <br /> <=6.000 r <br /> Other Ln <br /> 0 <br /> Q <br /> � U <br /> 0 <br /> N <br /> TowNHouses SAN JOAQUIN24 <br /> W W <br /> '^ o <br /> sF Q p GO <br /> GOO <br /> L <br /> ® z <br /> �ON Lu 7 _0 <br /> LLD <br /> opo DOLL J O <br /> x <br /> K � SFO CLUSTER <br /> U <br /> R WMMUNIN RIVEfl ISLANDS PARKWAY vaArc <br /> C <br /> HIGH <br /> SCHOOL PARK 5 UOAOUIN'NER O <br /> �K CONGO sro cwsTEq a W ^ ru <br /> ok <br /> E35GHOOL PHASEIINPW pRK py Y 3 <br /> GG T PUMP STATION <br /> _ 1211 <br /> SFDCLSTEIR ® O +� FIMMN p11Mp${gilON O C) 0�/ O <br /> SFDCLUSTER OONDOICOMM �yk5 �((� (LAKE311glGgilON <br /> '�""••t,10S GPM FIRM PUMP CAPACItt <br /> E.3 scNoa = Y <br /> ® E <br /> ® PAR< RTMENrs Iz. ®® 11—OL <br /> Q <br /> ®� <br /> APARTMENTS z <br /> L 5 COPAPK ry ® ® vnFS SFDCLLlSTEP � L3 O O <br /> APARTMENTS ® ®® ® O F- <br /> CON00/COMM CONLO/COMM ® PARK BFOOLUSTEP O <br /> "R., <br /> m <br /> ®® SiOgMJ,PAYAVENUE ®® N®® sro cLusTEfl PAR Q TowrvgoMEs �� I� F— m �I <br /> ® 1MENT5 CONLO/COMM 'g ® iOWNHOMES Z Z y O <br /> Li PMK ®®® C7 ca ULIM <br /> m10 <br /> oo <br /> Ea SCHOOL WNOOMgMM U W Q ¢ �I <br /> III - uJ O O U O O <br /> O <br /> GONDOIGOMM SFDCLUSTEP '4Mq N <br /> APAfliMENTS Cq <br /> NW/GOM SAY 4q ®® Y 4F Y APARTMENTS O <br /> 05�P SAY ® N <br /> LIv COMMERICAL APARTMENTS PARK _ 'O <br /> �ND PTMENE <br /> ® ® 'm corvoo No <br /> sFD AlAPOd <br /> �CPARADISE CUT m <br /> APME rn <br /> CD <br /> APARTMENTS L <br /> N � <br /> P. <br /> C V OF <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. 0 <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. O <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_ !:y <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 �/ 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 />