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Home My WebLink About3396-28FINISH GRADE _-_=__� ILI,,,I I I � 111(�I ISH � I I I� I I- ' RISER MAIN OR LATERAL LINE - TEE OR ELL ELEVATION 12' NIPPLE NIPPLE SIZE TO MATCH HEAD SIZE TEE OR ELL MAIN OR LATERAL LINE MARLEX STREET ELL(PRIVATE) I i PVC STREET ELL(PUBLIC) NIPPLE SIZE TO MATCH HEAD SIZE PLAN MARLEX STREET ELL(PRIVATE) SCH 40 PVC STREET ELL(PUBLIC) SCHEDULE 40 STREET ELL I SCHEDULE 80 PVC RISER / HEAD I III f NOTE, ALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS� W/TEFLON TAPE FOR ALL PUBLIC JOBS City Std. 522 tiwil"w-o li 1. 3U4 40-200B EBARA PUMP (NOTES 1,2gc3) 2. NEMA 3R CONTROL (PANEL (NOTE 4) 3. GALVANIZED SHEET METAL SYSTEM ENCLOSURE WITH HINGED LOCKABLE TOP POWDERCOATED FOREST GREEN. (NOTE 10) 4. FULL LUG BUTTERFLY VALVE. (NOTE 7) 5. PRESSURE GAUGE, 2 1/2" DIAL, LIQUID FILLED, STAINLESS CASE, 0 - 200 PSI. (NOTE 8) 6. WATTS FS20 FLOW SWITCH FOR NO -FLOW OFF I 11F In oetiolp%--1 Pul"llyl POP-UP SHRUB HEAD WALK 0 CURB FINISH GRADE 1 L 11A2' 'dG 1 _ _ A ac 1=111=1 12`..,�IIIII III SCH 80 PVC NIPPLE THREADED BOTH ENDS PVC STREET ELLS C❑NC, WALK OR CURB ''a� •�, // VIII II 12 FINISH GRADE HI POP SHRUB HEAD PVC STREET ELL LATERAL LINE WITH PVC TEE OR ELL DOUBLE SWING JOINT 2 EA, PVC STEET ELLS NOT E: K TRUN 0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" 2 1. tREE . TREE TRUNK ABOVE E , G , 3. 2" LODGE POLE PINE STAKES( PER PLANTING PLAN NOTE: 4. PLANT BACKFILL PER PLANTING PLAN 0 F.G. - 1 1/2" BELOW WALK OR CURB INSTALL HI -POP IRR, HEAD 1 1/2' ABOVE F,G• 5. 6" DIAMETER x 24" LONG PERFORATED ABS DRAIN PIPE W/ 6" CAP F,G, 1 1/2' 6. FINISH GRADE BELOW HARDSCAPE 7. UNDISTURBED NATIVE SOIL 0 CHECK VALVE FOR LOW HEAD DRAINAGE 8. BUBBLER PER LEGEND INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE ' 9. 1/2" SCH 80 PVC NIPPLE -LENGTH AS REQUIRED 10. 1/2" SCH 40 PVC ELL - SxT 11. 1/2" CLASS 315 PVC LATERAL LINE 12. SCH 40 PVC TEE AROUND PLANTING PIT 13. PEA GRAVEL IN BASE OF DRAIN PIPE * INSTALL CAP ON DRAIN PIPE FLUSH AT GRADE - MOUNT WITH 2 SCREWS City Std. 523 City Std. 524 11 11P Am, IN I _ .,.., . •REA wvpl�_ . " IN: 91 owl W4 A 7. 2" SCHEDULE 40 STEEL PIPE (NOTE 6) 6. ALL SYSTEM PIPING SHALL BE 2" SCHEDULE 40 STEEL OF EASY TO DISASSEMBLE 8. 150# ANSI RATED BRASS FLANGE. FLANGED CONSTRUCTION BOLTED TOGETHER WITH STAINLESS STEEL NUTS AND 9. SKIDBASE (NOTE 9) BOLTS. ALL PIPING TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION 10. 6 INCH THICK CONCRETE PAD, ASTM C-94, ACI STANDARD 318-83 DESIGN MIX, 2500 PSI COMPRESSIVE STRENGTH AT 7• ISOLATION VALVE SHALL BE FULL LUG BUTTERFLY VALVE WITH 10 POSITION 28 DAYS. HANDLES AND ALUMINUM BRONZE DISCS. A 2" ISOLATION VALVE IS TO BE 11. PVC SCHEDULE 80 / BRASS COMPANION FLANGE JOINT. INCLUDED IN THE BY-PASS. 12. CONCRETE THRUST BLOCK, 2 SQ. FT. MINIMUM. 13. MAIN POWER CONDUIT R 8• GAUGES SHALL BE 2 1/2" DIAMETER FACE, GLYCERIN FILLED WITH STAINLESS 14. IRRIGATION CONTROLLER SIGNAL CONDUIT. CASING AND BRASS INTERNALS. 15 2 INCH C.I.B.F. DIAPHRAGM ACTUATED PRESSURE REGULATING VALVE 9. PUMP SYSTEM SKIDBASE TO BE FABRICATED _ FROM 3"X3" STEEL ANGLE. BASE TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION FOR LONG LASTING CORROSION RESISTANCE. 1--jul mill'"N - UA_ REREVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT O4649 Brockton Avenue�Riverside, CA 92506DDCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL (909) 369-0700 `� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DIAL t ' Signature C Fax(909)369-4039' Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ate BEFORE ..�.� DAYS BEFORE http://www.comworksdg.com Y ❑ U DIG Y O u DIG BRING THEM INTO CONFORMANCE �w �`� O CO ORMANCE WITH CONDITIONS AND � DATE SUBMITTED: " DS�(houP TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: i 60BSP46P4-2.0 CDELMNQ 60 GPM 105 PSI PUMP NOTES: SYSTEM MODEL NUMBER 1. HYDROBOOST BOOSTER PUMP SYSTEM, FACTORY PRE -PIPED AND PRE -WIRED, 9. THE SYSTEM ENCLOSURE SHALL BE VANDAL AND WEATHER RESISTANT, SYSTEM PIPING SIZE MOUNTED ON A GALVANIZED STEEL SKIDBASE, WITH STAINLESS STEEL CONTROL GALVANIZED SHEET METAL WITH HINGED LOCKABLE TOP. POWDERCOAT FOREST 230 VAC PANEL, FLANGED STAINLESS FITTED PUMP, ELECTRIC MOTOR, INTERCONNECTING GREEN SYSTEM ELECTRICAL VOLTAGE PIPING AND WIRING, PRV/ NON -SLAM CHECK VALVE, FULL SIZE BYPASS LINE, 3U4 40-2006 SYSTEM COMPLETE WITH LIQUID FILLED GAUGES AS DESIGNED BY BEAR STATE 10. THE SERVICES OF A FACTORY REPRESENTATIVE OR TRAINED SERVICE 1 PUMPS 800-350-1660. HYDROBOOST MODEL # 60BSP46P4-2.0 CDELMNQ PROFESSIONAL SHALL BE MADE AVAILABLE ON THE JOB SITE TO CHECK 7J 2 HP INSTALLATION AND PERFORM THE STARTUP AND INSTRUCT THE OPERATING 2. PUMP SHALL BE 3U4 40-2008 EBARA PUMP WITH FLANGED INLET AND OUTLET PERSONNEL. A STARTUP REPORT CONTAINING VOLTAGE AND AMPERAGE PUMP HORSEPOWER (1.5"X2.5") VOLUTE, IMPELLER AND WEAR RING TO BE STAINLESS STEEL. READINGS, SUCTION AND DISCHARGE PRESSURE READINGS, ESTIMATED FLOW 36" 4 MECHANICAL SEAL TO BE A JOHN CRANE TYPE 21. CASING AND BRACKET TO BE CONDITIONS, AND GENERAL OPERATING CHARACTERISTICS SHALL BE SUBMITTED 304 STAINLESS STEAL. PUMP DESIGNED FOR 60 GPM 0 65' TO THE OWNER. 1 3. ELECTRIC MOTOR SHALL BE 2.0 HP 1760 RPM, 230V, 1 PHASE, FRAME 143JM 11. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE PROVIDED CLOSE COUPLED TO THE PUMP (13 AMPS). TO THE OWNER AFTER STARTUP AND SHALL INCLUDE PARTS MANUALS FOR MAJOR COMPONENTS, PERFORMANCE CURVE FOR PUMP, GENERAL SEQUENCE p ^ A' C 3 4. �H'y PUMP CONTROL PANEL SHALL BE A NEMA 3R, UL LABELED DOOR -IN -DOOR OF OPERATION, AND ELECTRICAL SCHEMATIC FOR CONTROL PANEL. r G DEADFRONT ENCLOSURE MADE OF 304 SS PAD -LOCKABLE CONTAINING: (1) HOt, SELECTOR SWITCH; (1) CONTROL TRANSFORMER; (2) 24V START RELAYS; (1) MAG. 72" STARTER; (1) NEMA SIZED CIRCUIT BREAKER; (1) NO FLOW OFF RELAY WITH TIMER. 5. PRV VALVE SHALL BE A BERMAD 420-20 2" PRESSURE REDUCING/NON-SLAM CHECK VALVE 7. 2" SCHEDULE 40 STEEL PIPE (NOTE 6) 6. ALL SYSTEM PIPING SHALL BE 2" SCHEDULE 40 STEEL OF EASY TO DISASSEMBLE 8. 150# ANSI RATED BRASS FLANGE. FLANGED CONSTRUCTION BOLTED TOGETHER WITH STAINLESS STEEL NUTS AND 9. SKIDBASE (NOTE 9) BOLTS. ALL PIPING TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION 10. 6 INCH THICK CONCRETE PAD, ASTM C-94, ACI STANDARD 318-83 DESIGN MIX, 2500 PSI COMPRESSIVE STRENGTH AT 7• ISOLATION VALVE SHALL BE FULL LUG BUTTERFLY VALVE WITH 10 POSITION 28 DAYS. HANDLES AND ALUMINUM BRONZE DISCS. A 2" ISOLATION VALVE IS TO BE 11. PVC SCHEDULE 80 / BRASS COMPANION FLANGE JOINT. INCLUDED IN THE BY-PASS. 12. CONCRETE THRUST BLOCK, 2 SQ. FT. MINIMUM. 13. MAIN POWER CONDUIT R 8• GAUGES SHALL BE 2 1/2" DIAMETER FACE, GLYCERIN FILLED WITH STAINLESS 14. IRRIGATION CONTROLLER SIGNAL CONDUIT. CASING AND BRASS INTERNALS. 15 2 INCH C.I.B.F. DIAPHRAGM ACTUATED PRESSURE REGULATING VALVE 9. PUMP SYSTEM SKIDBASE TO BE FABRICATED _ FROM 3"X3" STEEL ANGLE. BASE TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION FOR LONG LASTING CORROSION RESISTANCE. 1--jul mill'"N - UA_ REREVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT O4649 Brockton Avenue�Riverside, CA 92506DDCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL (909) 369-0700 `� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DIAL t ' Signature C Fax(909)369-4039' Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ate BEFORE ..�.� DAYS BEFORE http://www.comworksdg.com Y ❑ U DIG Y O u DIG BRING THEM INTO CONFORMANCE �w �`� O CO ORMANCE WITH CONDITIONS AND � DATE SUBMITTED: " DS�(houP TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: i 60BSP46P4-2.0 CDELMNQ 60 GPM 105 PSI 2 INCH SYSTEM MODEL NUMBER SYSTEM DESIGN FLOW RATE SYSTEM DESIGN PRESSURE SYSTEM PIPING SIZE 90 PSI 230 VAC 1 PHASE 60 HZ MINIMUM SUCTION PRESSURE SYSTEM ELECTRICAL VOLTAGE SYSTEM ELECTRICAL PHASE & FREQUENCY 3U4 40-2006 60 GPM 155 FEETi PUMP MODEL NUMBER PUMP CAPACITY GPM PUMP TOTAL HEAD FE 2 HP 1760 RPM 13 AMPS 2 INCH PUMP HORSEPOWER PUMP RPM SYSTEM FULL LOAD AMPERAGE PRV SIZE SIC DRAWN BY: TY DESIGNED BY: TY 3/22/04 CHECKED BY: TY 020638 City Std. - City Std. - e LI -7 a CITY OF FONTANA, GALT PORN I/� _ IRRIGATION DETAILS SCALE: N.T.S. L DATE: 12/8/03 APPRO D BY: DRAWING NO.: 2� 3396 Y NGINEER R.C.E. 51152 DATE: