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e6 0 N N C Q O Z o = Z Q Q (n o 025 Q W LU � s — W D E W H of N Q H =) N _ C O L I _ I- Color Coding Legend 0 Y y Junction:Pressure(psi) Q Q m W W 2 CL a O <-40 C0 I —50 O <=60 O <=70 = <=80 O Other L-13 Q Ad U = CL CI OFLATHROP CON ECTION#1 RAVER 0 SAN JOAQUIN ISLANDS PARKWAY 1� ZSTgP C L-5 0wp 3 � � � J L-,2 ZW FLL STATION L gTION L9 L6 z J � Y SCHOOL LA W O SRSCHOOL W Z � L-,0 NO SCHOOL RIVER ISLANDS PgRKWpy �\��X6�' Z / L 14 HIGH �— SCHOOL $°N✓oAOUW I 1 I F I ® I E ® ® CITYOF LATHRO= L7 > O ~Fw m CONNECTION kJ — STEWART BOAC 16-INCH c- inI eStaE� L19 L1 TN U) U) ®® PHASE II BPS F1T11 I 1 I I® cHOpY o�� L-2 SSJID 3NNCH `— Z Ps CONNECTION 0] Q J ® E SOH00 SITEA( J N YZ4 OL TURNOUT#2) L�21 �qS�� ®® ® SPHASEIBPS L - I 9,. ® 3 L-,aCD ® ® ® ®® p N I y O O ®® STORNOWAYAVENUE 00 O LN O® Q � II N �r G wo D E-0 Y Do N SCHOOL ®®® N U O O 17 m �Cq'UBAYp ®®® 01 / 6 O L,26 Q E m c CL e iW ti 3 moa O CDO V w \ aQoa NOTES 7. THE SSJID CONNECTION ALONG STEWART ROAD IS ASSUMED TO HAVE A 40 PSI STATIC PRESSURE. Z 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 PROVIDED BY ODELL ENGINEERING AND RIVER ISLANDS. IS TAKEN FROM THE SITE A SSJID 100%ISSUED FOR CONSTRUCTION PLANS AND SPECIFICATIONS. 01 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 IMPROVEMENT PLANS PROVIDED BY ODELL ENGINEERING AND RIVER ISLANDS. TAKEN FROM THE SITE B 100%ISSUED FOR CONSTRUCTION PLANS AND SPECIFICATIONS. 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 DEMANDS AND THE LAYOUT OF THE DISTRIBUTION SYSTEM FOLLOW THE MINIMUM REQUIREMENTS IN THE CITY OFSIMILIARTOTHERIVERISLANDS TANK AND PS SITE. C 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 •� 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 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 PROVIDED BY ODELL ENGINEERING. 13. AS REQUIRED BY CITY OF LATHROP'S 2018 WATER MASTER PLAN,A 6%WATER LOSS(NON-REVENUE WATERS FACTOR 1 O/ 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. 5-11 1 N FRAMES). L0 6. THE CITY OF LATHROP POTABLE WATER CONNECTION ALONG RIVER ISLANDS PARKWAY AND STEWART ROAD IS m ASSUMED TO HAVE A 40 PSI STATIC PRESSURE AND WILL SERVE AS A BACKUP SUPPLY OF POTABLE WATER FOR RIVER ISLANDS.