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HomeMy WebLinkAbout5290-10rr= V ry 0 DATE SUBMITTAL TRACKER 05/31/2013 FIRST SUBMITTAL 04/13/2015 SECOND SUBMITTAL 07/10/2015 MYLAR SUBMITTAL 12.00 PSI Water Meter (1-1/2") 0.6 PSI Basket Filter 2.3 PSI Valve ICE r 14' IiAT�j TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ZL RETAINING WALLS FOR UTILITIES/ NEW ARCHWAY AT ENTRY/ ENTRY ENHANCEMENTS/ NEW LIGHTING 9-21-15 Laterals .05 PSI Fittings .01 PSI Backflow 12.00 PSI Water Meter (1-1/2") 0.6 PSI Basket Filter 2.3 PSI Valve 2.6 PSI Master Valve 3.0 PSI Ball Valve .1 PSI Flow Sensor 1 PSI Elevation Change 13.0 PSI Total Loss 39.4 PSI Pressure Req. at bubblers 20 PSI Minimum Req. Pressure 59.4 PSI Static Pressure 60 PSI Residual Pressure 0.6 PSI FS 1" DATA INDUSTRIAL FLOW SENSOR BADGER 735 SERIES 8 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE WORST CASE CALCULATIONS VALVE # Al FLOW = 17.2 GPM Mainline (2-1/2") 4.7 PSI Laterals .05 PSI Fittings .01 PSI Backflow 12.00 PSI Water Meter (1-1/2") 0.6 PSI Basket Filter 2.3 PSI Valve 2.6 PSI Master Valve 3.0 PSI Ball Valve .1 PSI Flow Sensor 1 PSI Elevation Change 13.0 PSI Total Loss 39.4 PSI Pressure Req. at bubblers 20 PSI Minimum Req. Pressure 59.4 PSI Static Pressure 60 PSI Residual Pressure 0.6 PSI WATER PRESSURE INFORMATION PROVIDED BY: KEITH HUSTON FONTANA WATER CO. 909-822-2201 Ext. 7353 60-90 PSI VALVE # B12 FLOW= 16.4 GPM Mainline (2-1/2") 2.71 PSI Laterals 0.06 PSI Fittings .01 PSI Backflow 12.00 PSI Water Meter (2") 0.0 PSI Basket Filter 2.3 PSI Valve 2.6 PSI Master Valve 3.0 PSI Ball Valve .1 PSI Flow Sensor 1 PSI Elevation Change 8.3 PSI Total Loss 32.1 PSI Pressure Req. at bubblers 20 PSI Minimum Req. Pressure 52.1 PSI Static Pressure 60 PSI Residual Pressure 7.9 PSI SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT VALVE # C30 FLOW = 30.9 GPM Mainline (2-1/2") 0.30 PSI Laterals 0.46 PSI Fittings 0.05 PSI Backflow 12.00 PSI Water Meter (1-1/2") 0.8 PSI Basket Filter 3.2 PSI Valve 6.3 PSI Master Valve 1.8 PSI Ball Valve .1 PSI Flow Sensor 1.0 PSI Elevation Change 0 PSI Total Loss 26.01 PSI Pressure Req. at Dripline 20 PSI Minimum Req. Pressure 46.01 PSI Static Pressure 60 PSI Residual Pressure 13.99 PSI p �PNDSCgpF # FFRC�� 5 P 0 01/31/16 EXP.DATE 10/2/15 f DATE �P LEGENDS AND NOTES: IRRIGATION LEGEND SYM. MODEL 1-10 GPM = 1" RAINBIRD PESB-R VALVE WITH QKCHK-100M QUICK CHECK BASKET FILTER AND BALL VALVE 10-40 GPM = 1-1/2" RAINBIRD PESB-R VALVE WITH TWO (2) QKCHK-100M QUICK CHECK BASKET FILTERS AND BALL VALVE INSTALL PRESSURE REGULATOR IF PRESSURE IS OVER 75 PSI O RAINBIRD RWS-B-C-1401 (0.25 GPM BUBBLER) IN ROOT WATERING SYSTEM, REFER TO INSTALLATION DETAIL THIS SHEET H WATTS B -6080 -SS -SH FULL PORT BRASS BALL VALVE - LINE SIZE - INSTALL IN PURPLE VALVE BOX RAINBIRD QUICK COUPLER MODEL 33 -DNP 4" QUICK COUPLER VALVE IN G PURPLE VALVE BOX CONTROLLER - TORO SENTINAL IN APPROVED STAINLESS TEEL EDISON METER C B BOX MODEL # ESB48-U2-MPEA161 OK-OB4-VRA ASSEMBLY BY AQUAFLO SUPPLY El CONTACT: CORY RADEN (805) 967-1938 MV 1" HUNTER BRASS MASTER VALVE - MODEL IBV -101G -R FS 1" DATA INDUSTRIAL FLOW SENSOR BADGER 735 SERIES 8 1" FEBCO 825Y REDUCED PRESSURE BACKFLOW ASSEMBLY W/ RECLAIMED WATER TAG, WITH CAGE AND GAURDSHACK TO FIT FW WATER METER 1-1/2" PER CIVIL ENGINEER'S PLANS ROUND PULL BOX FOR WIRING, CONTRACTOR TO INSTALL 2 SPARE WIRES AND © A COMMON WIRE IN A PULL BOX AT ALL ENDS OF THE MAINLINE AS SHOWN ON THE IRRIGATION MASTER PLAN - - - - - - - - - - - SCH 40 PVC SLEEVE - SIZE PER PLAN SCH 40 PVC LATERAL LINE 3/4" UNLESS OTHERWISE NOTED ON PLAN RAINBIRD DRIPLINE XFS-P-09-12, OR EQUAL, 12" -o -o -o -o -o�-o - ROW SPACING - - - - - - - - - - - - - CLASS 315 PVC MAINLINE - SIZE 2-1/2" VALVE CALL -OUT # VALVE NUMBER # -GALLONS PER MINUTE # -VALVE SIZE AREA IN SQUARE FEET #-HYDROZONE NOTES (TYPICAL): 1) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE. ALL SLEEVING TO BE LOCATED WITHIN 2' OF BACK OF CURB. DRIP IRRIGATION NOTES: INSTALLATION NOTES 1. PRIOR TO INSTALLATION DRIPLINE AREA IS TO BE RAKED SMOOTH AND ALL SHARP OBJECTS AND DEBRIS THAT MAY PUNCTURE TUBING IS TO BE COLLECTED AND DISPOSED OF. 2. INSTALL DRIPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT INFORMATION. 3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF PIPE TO BE SLEEVED. 4. DRIPLINE IS TO BE LAID OUT WITH ENOUGH 'PLAY' TO ALLOW FOR EXPANSION AND CONTRACTION DUE TO CLIMATIC CONDITIONS. 5. ALL CUTS TO DRIPLINE, LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND CLEANED PRIOR TO INSTALLATION. 6. ALL DEBRIS THAT MAY INTERFERE WITH PROPER FUNCTION OF THE EQUIPMENT IS TO BE KEPT OUT OF ALL DRIPLINES, IRRIGATION LATERALS AND IRRIGATION MAIN LINES. 7. PRIOR TO OPERATION OF IRRIGATION SYSTEM OPEN ALL FLUSH VALVES AND RUN WATER TO PURGE SYSTEM OF ALL DEBRIS. 8. DO NOT USE ANY SOLVENTS OR DETERGENTS THAT MAY COMPROMISE THE INTEGRITY OF DRIPLINES, IRRIGATION LATERALS, AND IRRIGATION MAINLINES. bm1a SITE MAP -1 WALNUT AVE J, L THIS SHEET LAN DSCAPE DIRAWN BY: ARCHITECTURE SK, SF, YM DESIGNED BY: SK 310 NORTH JOY STREET I CORONA, CA 92879 CHECKED BY: T: 951.737.1124 1 F: 951.737.6551 SK BM D. R. HORTON TR 18859 - CFD LANDSCAPE PLANS SCALE: IRRIGATION P LAN DATE: APPROVED BY: NTS `001 11-07-14 DRAWING NO.: 10 DATE: 5290 r, 41