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0 <br /> 0 <br /> 0 <br /> N <br /> z O p <br /> — Z ILL `c <br /> 025 Q W W E <br /> w <br /> (n Q Q L LJ <br /> Q t` p J I <br /> _ Q) m m <br /> Q o <br /> Color Coding Legend J <br /> Junction:Fire Flow(Available)(gpm) Q _ Q ` <br /> Lu X I� <br /> O <= 1,249 C/) Q <br /> O < 1,999 p <br /> O <=2,999 D <br /> 0 <=3,999 <br /> O Other <br /> L-13 <br /> 1. <br /> Q Ad <br /> U = <br /> CL <br /> CI OFLATHROP <br /> CON ECTION#1 RAVER <br /> 4. * ISLANDS PARKWAY 1.0 <br /> SAN JOAQUIN 20-INCH 111 I <br /> LQ V J 1 1�1 I rQr 01 <br /> L-5 I t t <br /> ILLI <br /> FIRE FIRE LA <br /> STATION L.g <br /> SCHOOLis L.8Uj <br /> O <br /> W <br /> 9ep� SCHOOL coZ <br /> U11` L 10 NO <br /> RIVER ISLANDS PARKWAY �\��X6 � � Z <br /> L14 HIGH - II <br /> �— SCHOOL $°N roaoWx I 1 I F <br /> I ® I ,> <br /> ® L7 JF CITY OF LATHRO= <br /> ..� CONNECTION kJ <br /> '•tib 11, STEWART ROAC O <br /> 16-INCH (n <br /> L19 q <br /> L11 , a7 �A T Q <br /> ®® ((� Sc Fz •e ' 1 <br /> PHASE II BPS Lyn 1 1 1 1 1® H �iF L-Z SSJID 3NNCH `— Z <br /> CONNECTION 0] Q J <br /> ® SCH000L , aIJI T#2) <br /> J <br /> YZ4 � y TURNOU <br /> L21 ®®® qS�� ®® ® 3 'Ty 8 PHASE PHASEIBPS — <br /> I < <br /> • <br /> L-16 ® ® ® ®® O N <br /> I ®® ®® ®®® O ® o� py <br /> O O00 <br /> STOWAVENUE N <br /> L.2e C Ln,-2s OQO <br /> on O <br /> N <br /> Z y Z / <br /> EA N <br /> SCHOOL � ®®® N � � U < O O <br /> L-17 4 <br /> gRA1yAY �� ry � <br /> / 5 O <br /> d c <br /> 00 <br /> 00 <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 B. LAYOUr ANDCONTROL STRATEGY OF THE SSJID TURNOUT#2,1.0 MG SURGE TANK,AND THE SSJID TRANSFER PUMPS 31 <br /> PROVIDED BY ODELL ENGINEERING AND RIVER ISLANDS. IS TAKEN FROM THE SITE A SSJID 100%ISSUED FOR CONSTRUCTION PLANS AND SPECIFICATIONS. 01 <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. <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 BEDEMANN <br /> N <br /> LATHROS 2019ND T DESIGN UT AND F THE CONSTRUCTION IONSTA DARDS.YSTEM FOLLOW THE MINIMUM REQUIREMENTS IN THE CITY OF SH FIRT FLOW <br /> STEADY <br /> ISLATE ANANK LYSIS PS SITE. C <br /> LATHROP'52019 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'$ OF 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 WATER)FACTOR Q 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 TOESTIMATE AVERAGE DAY DEMANDS. 5-V 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 />