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Lu <br /> cn a <br /> 04 <br /> N <br /> Lu <br /> O <br /> w w <br /> Color Coding Legend <br /> J <br /> Pipe:Diameter(in) = m N <br /> O \ <br /> <=6.0 !Z C <br /> <=8.0 J O <br /> <= 10.0 J O <br /> <= 12.0 < s <br /> <= 14.0 w <br /> <= 16.0 > <br /> <= 18.0 O <br /> <=20.0 <br /> L-13 <br /> <=24.0 <br /> —30.0 Q O <br /> Other <br /> U > <br /> O <br /> CI OFLATHROP <br /> CON ECTION#1 RAVER 0 <br /> ISLANDS PARKWAY � <br /> SAN JOAQUIN 20-INCH 111 <br /> IQ� <br /> m FT <br /> � TqF L6 � W O 3 <br /> L-12 W <br /> Z � � J <br /> / FIRE P Ii L4 /r 0 <br /> STATION I L-9 \` <br /> / \ L6 J � z Y <br /> SCHOOL L'8 O <br /> \ <br /> L 1 ! iii�K \ SCHOOL M Z <br /> '�Sp� <br /> / ® RIVER ISLANDS PARKWAY � Z <br /> L-14 SHIGH CHOOL \\ j W F <br /> '/ L7 CITY OF LATHRO=ONNE <br /> C \ O <br /> 'r m <br /> I TION e2 / L•� <br /> STEWART ROAC <br /> ® kki I 16-INCH u eStREt I..L <br /> Lis 1. L-1 IM U) <br /> L-„ <br /> ® s Fz s 2 0 <br /> 1 ® PHASE II BPS ®® OA'00� o�� L-2 SSJID 3WNCH Z <br /> /I L2z ® E 1 Ps CONNECTION 0] QTURNOUT#2) <br /> J <br /> &PHASEI BPS <br /> / L-15 ® L 2 ®® SrR�`y ®® ® 9 <br /> ® L-3 � <br /> L 18 ® ® ® ® N <br /> M ®® y O N o 0 <br /> I ® ORN 4w,{l(w� y4P aO <br /> ST <br /> � � N I <br /> ® ® WAYAVENUE �,LpP® O(zs o vGo�H�a` 11 � � ._ m NO <br /> s ® g w Z Z W / <br /> y <br /> E-4 3 W Z N <br /> � <br /> a n a < O O <br /> CggdgypqR ®®® <br /> Aygy C <br /> — O <br /> (-1B Q fn <br /> e a 3 <br /> 00 <br /> Lu <br /> 3 00 <br /> 3 O <br /> O <br /> O <br /> V w <br /> aQoa <br /> NOTES 7. THE SSJID CONNECTION ALONG STEWART ROAD IS ASSUMED TO HAVE A 40 PSI STATIC PRESSURE. Z <br /> 1. RIVER ISLANDS POTABLE WATER DISTRIBUTION MODEL IS BASED ON UTILITY IMPROVEMENT AND AS BUILT PLANS 6. LAYOUTANDCONTROL STRATEGY OF THE SSJID TURNOUT#2,1.0 MG SURGE TANK,AND THE SSJID TRANSFER PUMPS <br /> PROVIDED BY ODELL ENGINEERING AND RIVER ISLANDS. IS TAKEN FROM THE SITE A SSJID 100%ISSUED FOR CONSTRUCTION PLANS AND SPECIFICATIONS. O <br /> 2. LOCATION AND ELEVATION OF ALL PIPES,FITTINGS,VALVES,AND HYDRANTS ARE APPROXIMATED FROM UTILITY 9. LAYOUT AND CONTROL STRATEGY OF THE SITES(RIVER ISLANDS)BOOSTER PUMP STATION AND STORAGE TANKS IS -+ C <br /> IMPROVEMENT PLANS PROVIDED BY ODELL ENGINEERING AND RIVER ISLANDS. TAKEN FROM THE SITE B 100%ISSUED FOR CONSTRUCTION PLANS AND SPECIFICATIONS. I- <br /> 3. FOR LOCATIONS WHERE FINALIZED OR AS BUILT UTILITY IMPROVEMENT PLANS ARE NOT AVAILABLE,POTABLE WATER 10. LAYOUT AND CONTROL STRATEGY OF THE PHASE II WATER TANK AND PUMP STATION SITE IS ASSUMED TO BE N <br /> N <br /> DEMANDS AND THE LAYOUT OF THE DISTRIBUTION SYSTEM FOLLOW THE MINIMUM REQUIREMENTS IN THE CITY OFSIMILIARTOTHERIVERISLANDS TANK AND PS SITE. C <br /> LATHROP'S 2019 DESIGN AND CONSTRUCTION STANDARDS. 11. THE FIRE FLOW STEADY STATE ANALYSIS WAS MODELED TO PROVIDE A RESIDUAL PRESSURE OF 20 PSI IN THE AREA FIGURE •� <br /> 4. POTABLE WATER DEMANDS UTILIZED WATER DEMAND AND PEAKING FACTORS LISTED IN THE CITY OF LATHROP'SOF THE SIMULATED FIRE UNDER MAXIMUM DAY OR PEAK HOUR DEMANDS. C <br /> DESIGN AND CONSTRUCTION STANDARDS.WATER DEMANDS WHERE ASSIGNED BASED ON EACH PARCEL'S LAND USE 12. THE RIVER ISLANDS AND PHASE II PUMP STATIONS ARE DESIGNED TO MAINTAIN A DISCHARGE PRESSURE OF 67.5 PSI. W <br /> PROVIDED BY ODELL ENGINEERING. 13. AS REQUIRED BY CITY OF LATHROP'52018 WATER MASTER PLAN,A 6%WATER LOSS(NON-REVENUE WATERS FACTOR O <br /> 5. THE PRESENTED POTABLE WATER MODEL RESULTS ARE FOR STEADY STATE SITUATIONS(I.E.NOT FOR EXTEND TIME IS APPLIED TO THE WATER DEMANDS PROJECTIONS TO ESTIMATE AVERAGE DAY DEMANDS. N <br /> FRAMES). L0 <br /> 6. THE CITY OF LATHROP POTABLE WATER CONNECTION ALONG RIVER ISLANDS PARKWAY AND STEWART ROAD IS m <br /> ASSUMED TO HAVE A 40 PSI STATIC PRESSURE AND WILL SERVE AS A BACKUP SUPPLY OF POTABLE WATER FOR <br /> RIVER ISLANDS. <br />