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HomeMy WebLinkAboutNONAME_2896_014PRESSURE LOSS CALCULATION POINT OF CONNECTION "A" LOW PROJECT: SUMMIT HEIGHTS BY: JRB/LML STATIC PRESSURE HIGH: 101 psi LOW: 91 psi SOURCE OF INFORMATION: MAURIM GUARDADO - SGVW SUPPLIER: SAN GABRIEL VALLEY WATER =TFICT PHONE NUMBER: (626) 448-6183 VALVE STATION/GPM: STATION: A-3 GPM: 41 ULM* FLOW METER 1-1/4" @ 41 GPM '_B -L LCM. 2.22 MASTER VALVE 1-1/2" 0 41 GPM 1.80 WATER METER SIZE: 2" @ 41 GPM 1.40 BACKFLOW DEVICE SIZE: 2" @ 41 GPM 12.00 GATE VALVE(S): 1 3" @ 41 GPM 1.00 MAINLINE (CL.315): 3" 1250 L.F. 0 41 GPM 2.38 AUTOMATIC VALVE SIZE: 1-1/2" @ 41 GPM 1.70 LATERAL I_IN.E SIZE 3/4" 110 L.F. @ 8 GPM 5.65 1" 35 L.F. @ 14 GPM 1.18 2" 6 L.F. 0 41 GPM 0.07 IRRIGATION HEAD PRESSURE: 0 41 GPM 30.00 SYSTEM LOSSES SUBTOTAL: (E 41 GPM 59.40 FITTM L03SES ("o OF SAL): @ 7 2.97 ELEVATION LOSSt8rGAINS (ELEV. X.439) s: 2' 14 L.F. 0 45 IRRIGATION HEAD PRESSURE: GPM -14.09 TOTAL SYSTEM LOSSES: 63-38 SYSTEM LOSSES SUBTOTAL: 48.29 AVAILABLE PRESSURE (L FTTTTNt3 LOSSES (5% OF SUBTOTAL): SSS�K3 ELEVATION LOEAINS (ECFV. x.433) a: -12.24 3.17 91.00 (-) DEFICIT OR (+) R€SURA PRESSURE: 3.00 +, ( ,42.72 SCALE: N.T.S. PRESSURE LOSS CALCULATION POINT OF CONNECTION "D" PROJECT: SUMMIT HEIGHTS BY: JRB/LML STATIC PRESSURE HIGH: 90 psi LOtlV: 841 SOURCE OF INFORMATION: MAURICIO GUARDADOSCiY4Y SUPPLIER: SAN GABRIEL VALLEY WATER DISTRICT PHONE NUMBER: (628) 448-6183 VALVE STATIONlGPA4: STATION; D -Z OrM: Id FLOW METER 1-1 f4" @ 46 P -S-1- GPM Loss* 2.80 MASTER VALVE 1-1/2" ® 46 GPM 2.27 WATER METER SIZE: 20 0 46 GPM WATER DISTRICT BACKFLOW DEVICE SIZE: 2" @ 48 GPM 12.0000 GATE VALVE(S): 1 3" @ 46 GPM 1.00 MAINLINE (CL.315): 3" 740 L.F. 0 46 GPM 1.78 AUTOMATIC VALVE SIZE: 1-1/2* @ 46 GPM 2.27 LATERAL LINE SIZE 3/4" 110 L.F. @ 8 GPM A. 65 1" 85 L.F. @ 14 GPM 1-1/4" 25 L.F. @ 21 GPM 2" 8 L.F. @ 48 GPM IRRIGATION HEAD PRESSURE: 2.88 0.69 0.11 30.00 SYSTEM LOSSES SUBTOTAL: 03.02 FITTING LOSSES (59X4 OF SUBTOTAL): ELEVATK)N LOSSES/GAINS (ELEV. x .433) 3: 3.15 -3-76 TOTAL SYSTEM LOSSES: AVAILABLE PRESSURE (LOIN): 62.41 84.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE:.2 +' 1. ( 59 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1p PRESSURE LOSS CALCULATION POINT OF CONNECTION "A" HIGH PROJECT: SUMMIT HEIGHTS JRB/LML, BY: STATIC PRESSURE HIGK 85 pSi LOW: JRS/LML STATIC PRESSURE HIGH: 101pM LOW. 91 SOURCE OF INFORMATION: MAURICIO GUARDADO PHONE NUMBER: (626) 448-6183 IGVW SUPPLIER: SAN GABRIEL VALLEY WATER DISTRICT 19 PHONE NUMBER: (626) 448-6183 rtow METER 1-114" @ 19 P_4_t_ GPM x[].44• 0.58 MASTER VALVE 1-1/2' ® 19 VALVE STATIQN/OPM: STATl)1: A•21 nrm- (3M 41 FLOW METER 1-1 /#" ® 41 GPM MASTER VALVE 1.1/2" @ 41 GPM WATER METER SIZE: 2" 0 41 GPM BACKFLOW DEVICE SIZE: 2" @ 41 GPM GATE VALVE(S): 1 3" @ 41 GPM MAINLINE (CL.315): 3" 1085 L.F. 0 41 GPM AUTOMATIC VALVE SIZE: 1-1/2" (E 41 GPM LATERAL LIME SIZE 314" 90 L.F. @ 7 GPM 1" 130 L.F. 0 14 GPM r 3 L.F. @ 41 GPM IRRIGATION HEAD PRESSURE: SYSTEM LOSSES SUBTOTAL: FITTING LOSSES (5916 OF SUBTOTAL): ELEVATION LOSSES/GAINS (ELEV. x.433) *: TOTAL SYSTEM LOSSES: AVAILABLE PRESSURE (LOIN): (-) DEFICIT OR (+) RESIDUAL PRESSURE: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. P.S.L LOS : 2.2'2 1.80 1.40 12.00 1.00 2.08 1.70 3.61 4.37 0.03 30.00 80.19 3.01 7.40 7"0.90 91.00 (+)20.40 PRESSURE LOSS CALCULATION POINT OF CONNECTION "B" HIGH PROJECT: SUMMIT HEIGHTS BY: JRB/LML, PRESSURE LOSS CALCULATION STATIC PRESSURE HIGK 85 pSi LOW: 77 psi "B" LOW SOURCE OF INFORMATION: MAURICIO GUARDADO - St3VW POINT OF CONNECTION SUPPLIER: SAN GABRIEL VALLEY WATER DISTRICT_ SCAi MIMI I PROJECT: SUMMIT HEIGHTS BY: STATIC PRESSURE HIGH: 85p� LOW: PHONE NUMBER: (626) 448-6183 AS SHOWN TRACT. #1158399 1584 PROJECT: SUMMIT HEIGHTS BY: STATIC PRESSURE HIGH: 85 LOW VALVE STATKX400PW. STATION: 8-29 GPW. ITEIkL 19 SOURCE OF INFORMATION:FAAl7RTC10 GUARDADO - SOVW SUPPLIER: SAN GABRIEL VALLEY WATER DISTFNCT rtow METER 1-114" @ 19 P_4_t_ GPM x[].44• 0.58 MASTER VALVE 1-1/2' ® 19 GPM 0.45 WATER METER SIZE: 2" @ 19 GPM 0.00 BACKFLOW DEVICE SIZE: 2" @ 19 GPM 12.00 GATE VALVE(S): 1 3" @ 19 GPM 1.00 MAINLINE (CL.315): 3" 1250 L.F. (9 19 GPM 0.54 AUTOMATIC VALVE SIZE: 1" @ 19 GPM 2.60 LATERAL LINE SIZE 1" 190 L.F. (E 11 GPM 1.58 1-1140 5 L.F. (9 19 GPM 0.10 I RIG1ATK)N HEAD PRESSURE: GATE VALVE(S): 1 3' 0 47 MAINLINE (CL.315): 3' 1250 L.F. 047 30.00 SYSTEM LOSSES SUBTOTAL: GATE VALVE(S): 1 3' 0 45 MAINLINE (CL.315): 3' 530 L.F. 0 45 49.23 FITTM LOSSES o OF SUBTOTAL): AUTOMATIC VALVE S12E: 1-1/Y @ 47 LATERAL LINE SIZE 9W 110 L.F. 0 8 2.48 ELEVATION LOSS QM-aA- tS (ELEV. x .433)s: AUTOMATIC VALVE SIZE: 1-1 M2' (9 45 LATERAL LINE SIZE 3/d' 125 L.F. 0 11 +11.49 TOTAL SYSTEM LOSSES: 63.14 AVAILABLE PRESSURE (LO": 77.00 (-) DEFICIT OR (+) RE39XJAAL PRESSURE: (+)13.42 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRESSURE LOSS CALCULATION Cff'Y OP FO ANAs CALRNIA PRESSURE LOSS CALCULATION POINT OF CONNECTION "B" LOW POINT OF CONNECTION "C" SCAi MIMI I PROJECT: SUMMIT HEIGHTS BY: STATIC PRESSURE HIGH: 85p� LOW: JRB&NIL 77 psi AS SHOWN TRACT. #1158399 1584 PROJECT: SUMMIT HEIGHTS BY: STATIC PRESSURE HIGH: 85 LOW JRBiLN+L 77 oA,� COMMUNITY FACILITIES DISTRICT SOURCE OF INFORMATION:FAAl7RTC10 GUARDADO - SOVW SUPPLIER: SAN GABRIEL VALLEY WATER DISTFNCT ARB psi SOURCE OF INFORMATION: MAUHICIO GUARDADO -�S(iVW sir. PHONE NUMBER: (6282 448-8183 owa Na: SUPPLIER: SAN GABRIEL VALLEY WATER DISTRICT PHONE NUMBER: (826) M8-8183 JAF DATE: VALVE 3TATIONK3PM: STATION: B-2 QPM: QEIt 47 P LOS4' VALVE STATl4NlGPhI: STATION G14 (3PM: {S FLOW METER 1-1/4' 0 47 MASTER VALVE 1-1/2' (f 47 -B -L QPM GPM 1.92 2.85 [TEAL FLOW METER 1-1H' 0 45 MASTER VALVE 1-1/2' 0 45 p G I�q; GPM GPM 4.22 WATER METER �}ZE: Y 0 47 BACKFLOW DEVICE 31ZE: 2' 0 47 GPM GPM 1.70 12.00 WATER METER SIZE: 2' (9 45 BACKFLOW DEVICE 312E: Y 0 45 GPM 2.18 1.55 GATE VALVE(S): 1 3' 0 47 MAINLINE (CL.315): 3' 1250 L.F. 047 GPM QPM 1.00 3.43 GATE VALVE(S): 1 3' 0 45 MAINLINE (CL.315): 3' 530 L.F. 0 45 QPM GPM GPM 12.00 1.00 1.27 AUTOMATIC VALVE S12E: 1-1/Y @ 47 LATERAL LINE SIZE 9W 110 L.F. 0 8 GPM GPM 2.85 5.91 AUTOMATIC VALVE SIZE: 1-1 M2' (9 45 LATERAL LINE SIZE 3/d' 125 L.F. 0 11 QPM GPM 2.1e 1' 35 L.F. 0 13 2*E L.F. � 47 GPM GPM 2.02 0.10 1" 30 L.F. � 45 GPM 8.43 1.01 1lNRWTIOM HEAD PRESSURE: 30.00 2' 14 L.F. 0 45 IRRIGATION HEAD PRESSURE: GPM 0.14 30,00 SYSTEM LOSSES SUBTOTAL: 63-38 SYSTEM LOSSES SUBTOTAL: 59.90 FTTTTNt3 LOSSES (5% OF SUBTOTAL): SSS�K3 ELEVATION LOEAINS (ECFV. x.433) a: -12.24 3.17 FITTING LOSSES5'X. OF SUBTOTAL): ELEVATION 3.00 LOSSES/GAINS (ECFV. x.433) 0.00 TOTAL SYSTEM LOSSES: AVAILABLE PRESSURE (LOW): (-) DEFICIT OR (+) AESIOIJAI PRESSURE: i+;22•09 54.31 77.00 TOTAL SYSTEM LOSSES: AVAILABLE PRESSURE (LOW): 7�7,0�p (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+114.02 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO Cff'Y OP FO ANAs CALRNIA YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT o�►> �, ARB SCAi MIMI I MANNER, THE CITY ENGINEER MAY REQUIRE AS SHOWN TRACT. #1158399 1584 REVISIONS TO THE PLANS TO BRING THEM INTO DENOW N, oA,� COMMUNITY FACILITIES DISTRICT CONFORMANCE WITH CONDITIONS AND ARB STANDARDS IN EFFECT. sir. rr: f f owa Na: JAF DATE: 12014 SCALE: N.T.S. lI!J1!Illy!JJ, LA N D S CA P E ARCHITECTURE SITE PLANNING 10830 Town Center Dr., Suite 128 Rancho Cucamonga, CA 91730 19091 484-2800 Fax (909) 484-2802 Richard Krumwiede CA Lb. #2834 AZ Lic. # 29115 W Lb. # 44f �*NDSCAP Krum w'p C*44 y t �a om .We Cn J Q FENNO W D Z O FEENIN Q C� REVISIONS A A A A 1 UFtAWN BY JRBALML WOM ASSHOWN SCALE JOB NUMBER 95007-3 SHEL i iVU�f'iI3LH 1=5 oft 8�".