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HomeMy WebLinkAbout5074-6W O 00 N � -P tD 5.' 0 A z rb 4 � C Y c> r} 0 a A cn 0 0 t_q. m 0 a ca 0 e -i M :0 ;0 A C_ D n z e U 1 O W t0 CONTROLLER: 'C'(STREETSCAPE — EXIST.' LOCATE ♦ ♦ O TORO w ,• w 1 r• w♦ CONTROLLER PER SIERRA AVENUE LANDSCAPE IMPROVEMENT PLANS PREPARED w w♦ w D SITESCAPES • SCHOOL FRONTAGE POINT OF CONNECTION: %.o_ kEXISTING) EXISTING 1 1/2" WATER METER & 1 1/2" FEBCO 825Y REDUCED PRESSURE TYPE BACKFLOW PREVENTER. TIE INTO MAINLINE AS INDICATED ON PLANS. RESIDUAL PRESSURE: 8.1 PSI DESIGN PRESSURE: 76.9 PSI MAXIMUM DEMAND: 24.1 GPM � I 10A V My, WA 9 M 0 101 ELI 1L to] V I 9A V WAK Name ofWater Supplier: Valley r - SIERRAPressure Given By: Tracy @ Engineering (909) 875-1804 AT ♦ TERRA HIGHEST ELEVATION ON 96.6 92.4 PSI LOWEST♦ • ON WATER ELEVATION PSI Contractor r:ll verify the static,r.:ter pressure supplier prior to installation. If different from PSI noted above, Contractor to notify Owner for instructions. Failure to do so will result in contractor beingresponsible! ! -might CALCULATIONS VALVE # C/17 GPM 20.5 WATER METER (1 1/21f) 0.8 GATE VALVES (211) 1.5 BACKFLOW PREVENTER 12.0 FLOW METER 1.2 MASTER VALVE (211) 2.4 VALVE 2.4 MAINLINE (1300' @ 211) 4.3 LATERAL LINE 3.0 ELEVATION CHANGE (UP GRADE +40') +17.3 FITTING LOSS 2.0 TOTAL PRESSURE LOSS 46.9 MINIMUM OPERATING PRESSURE 30 DESIGN PRESSURE REQUIRED 76.9 AVAILABLE PRESSURE (P.O.C.) 110.0 REGULATOR SET @ 85 PSI 85.0 RESIDUAL PRESSURE REMAINING +8.1 15+00 _ 16+00 DSC4'°F PO`y.4 G,pt' 2782 �s DATE 09-23-13 'i • err ♦y �_ w i 00 r � 00 dllkl C� DSC4'°F PO`y.4 G,pt' 2782 �s DATE 09-23-13 'i Ql� i 00 00 C� DSC4'°F PO`y.4 G,pt' 2782 �s DATE 09-23-13 'i