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Home My WebLink About3776-2EXIST. I" HATER METER, FLOY4 SEWR I I MASTER VALVE AND R.P. PER APPROVED I I LMO PLANS NO. 3165. CONTRAGTQI� TO ( I VEIRIFY LOCATION, SIZE AND I I I ! AVAILABLE PRESSURE PRIOR TO CON5TRUCiTION. I ( ! I I { CONTRACTOR TO MAKE P.O.G. I 1 AT EXIST. I-1/2" 56H 40 IRRIGATION MAINLINE I I PER APPROVED LMD I PLANS NO. 3165 I I ! I I I RUN NEN CONTROL VALVE k0R6 f5TA. -4r-0) TO I I 1 EXIST. NETWORK 6000 CONTR&LER. I I PER APPROVED LMV PLk6 NO. 3165. I 1 CONTRACTOR TO VERIFY LOC,VON IN FIELD. I I ! I I I 1 I I I i I I I I I I I I ( I I I I I I 1 I I I I I I 1 I i I I 1 I I I I I I 1 I 1 I ( I I I I i I I I I I I I I I I I I I I I I I I { I ( I I i 1 I I I I I I I 1 { I ! I I I ( { I { I I IRRIGATION WEVFIGATI9 ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF FONTAW5 LANDSCAPE DEVELOPMENT STANDARD LANDSCAPE SPECIFICATION MANUAL FOR STREETSCAPE3 AND PARKS. VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY 15 FOUL. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING OR COMMENCINO WORK. EXTREME GARS SHALL BE EXERCISED NHEN HOR KINO ADJACENT TO ANY 5TFJXTURE5 OR UTILITIES. CONTRACTOR SHALL Be RESPON51BLE FOR LOCATING ALL EXI5TING UTILITIES AND REPAIRING ANY DAMAGES CAUSED BY HIS WORK AT NO COST TO TIt OWNER. IRRIGATION oMI6015 BASED ON AH AVAILABLE WATER PRESSURE OF 40 P.5.1. ki" A MAXIMUM 5Y5TEM DEMAND OF III G.P.M. GONTRA6TOR SHALL VERIFY DATA PRIOR TO COMMEW-40 WORK. kiATER AVA1LABiL1TY INFORMATION WAS OBTAINED FROM FONTANA WATER COMPANY. MAKE POINT OF CONNECTION AS SHORN ON THE PLANS AND RUN A 1-1/211 SCFE 40 P.V.C. MAINLINE 16" DEEP TO AREAS. MERE VALVES ARE LOCATED. INSTALL A LINE SIZED GATE VALVE IN A ROUND PLASTIC BOX AT P.O.C. roR EMERGENCY SHUT -OFF - THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR THE INTERPRETATION OF THE DRAWIN6,55 SHOULD A QUESTION ARISE. PIPING SHOWN ON THE PLANS 15 ESSENTIALLY DIAGRAMMATIC, ROUTE PIPING AND LOCATE VALVES TO AVOID CONFLICT WTH STATIONARY ELEMENTS. "Vt VERTICAL 006TRUOTI01 (FIRE HYDRANTS, LIGHTS, TREES ETC) INTERFERE NTH THE SPRAY PATTERN OF THE HEADS, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM AT NO ADDITIONAL COST TO THE OkftR, BY 1NSTALLINS A QUARTER OR HALF HEAD SPRINKLER ON EA6.H SIDE OF THE OBSTWCTION 50 AS TO PROVIDE PROPER COVERAGE. LOCATE ALL VALVES AND BACKFLOH DEVICE IN SHRUB BEDS WHERE POSSIBLE. FIRING FROM THE CONTROLLER TO THE VALVES SMALL BE DIRECT BURIAL. A.F.W., MINIMUM 14 GAUGE. PROVIDE CONTINUOUS SPARE MIRES TO VALVE(S) FURTHEST FROM THE CONTROLLER. LOOP WIRE INTO EACH VALVE BOX ALONG THE MAINLINE NTH A MIN. 30" EXPANSION COIL. SPARE HIRE IS TO BE A DIFFERENT COLOR FROM OTHER CONTROL WIRES. LABEL WIRE SPARE IN CONTROLLER, PROVIDE CHECK VALVES AS NEEDED TO ELIMINATE ALL LOW HEAD DRAINAGE. ALL EQUIPMENT SHALL BE A5 LISTED IN THE LEGEND. SU13STITUTION5 HILL NOT BE PERMITTED HIT14OUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE- RECORD ORAHIN665 TO THE CITY UPON COMPLETION OF THE PROJECT. PRANN65 SHALL INDICATE ANY CHA146CO FROM THE ORIGINAL PLANS AND DIMEWION5 OF VALVES, QUICK. COUP ERS; CONTROLLM AND ALL OTHER EQUIPMENT FROM STATIONARY POINTS OF REFERENCE. DESICGN INTENT 15 TO PROVIDE COMPLETE IRRIGATION COVERAGE TO ALL PLANTED AREAS, AS FIELD CHANCE MAY OCCUR, CONTRACTOR 15 REOVIRED TO PROVIDE I0096 COVERAGE TO ALL AREAS. IN NO INSTANCE SHALL HEAD SPA61N6 EXCEED 5595 OF MANUFACTURER'S RECOMMENDED SPACING FOR COVERAGE. CONTRACTOR SHALL NOT KNOY41NOLY INSTALL A SPRINKLER SYSTEM WITH IMPROPER COVERAGE, FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT SHALL RESULT IN THE CONTRACTOR REPAIRINO/REPLACINO SAID SYSTEM AT HIS OR HER EXPENSE. ALL SPRINKLER HEADS INSTALLED ADJACENT TO CURBS AND NALK5 SHALL BE POP-UP TYPE. IN NO INSTANCE SHALL RISER TYPE SPRINKLERS BE INSTALLED ADJACENT TO PEDESTRIAN AREAS. THE CONTRACTOR SHALL FLU544 AND ADJU5T ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO MINIMIZE OVERSPRAY ONTO KALKgr ROADInIAYS AND/OR. BUILDINGS. TH15 SHALL INCLUDE 5ELECTINO THE BEST DEGREE OF ARG TO FIT THE EX15TINO 51TE CONDITIONS AND TO THROTTLE THE FLOH CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM PRESSURE FOR EACH SYSTEM. ALL PIPIN6 AND NIRIN6 UNDER PAVING SHALL BE SLEEVED IN A 5614.40 PVC PIPE, 51ZE A5 REQUIRED AND WITH. A MIN" COVER TO FINISHED PAVEMENT GRADE OF 2411 . ALL EQUIPMENT SHALL BE INSTALLED PER DETAILS, IN THE ABSENCE OF DETAILS, INSTALLATION SHALL BE IN ACCORDANCE NTH THE: STANDARD PRACTICE OF THE TRADE. CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. PROVIDE A COLOR COVED LAMINATED CONTROLLER CHART IN THE CONTROLLER SHONIN6 THE VALVES AND AREAS SERVED BY EACH VALVE. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM THE CITY. THE IRRIGATION SYSTEM MILL BE TESTED BY THE ONNERS REPRESENTATIVE IN THE FIELD BEFORE FINAL APPROVAL. INSTALL ALL COMPONENTS PER CURRENT U.P.G. AND LOCAL CODES. CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE NORKING ENVIRONMENT. DAY AND NICHT BARRICADES MUST BE PROVIDED FOR. ALL OPEN TRENCHES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAOTING THE UNDERGROUND SERVICE ALERT AT I$00-422-4133 AT LEAST 48 HOURS PRIOR TO TRENCHING FOR EXACT UNDERGROUND UTILITY LOCATIONS. THE CONTRACTOR A55UME5 ALL RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT OF UNDERGROUND UTILITIES OR STRUCTURES hWICH ARE DAMAGED DURING THE COURSE OF COMPLETING TH15 WORK. REFER TO SHEET 4 FOR CONSTRUCTION DETAILS CONTROLLER FRICTION (PSI L.099) VALVE NO. M Iq 6PM I" WATER METER 2.0 1-1/4"" I.3ACICFLOH PREVENTER 12.50 ELEVATION CHANGES: - LATERAL LINES 2.0 MAIN LINE (600 LF) 6.0 PITTIN65 (20% OF MAIN LINE) 1.20 1-1/2" VALVE 2.6 M(SG. 2.0 TOTAL PSI LOSS 28.30 WATER PRESSURE 90 P.S:1. LESS TOTAL PSI LOSS 28.30 EQUALS MINIMUM TO FARTHEST HEAD SPRINKLER OPERATING PRESSURE RESIDUAL HATER M55URE 6I. -to 30.00 5t."70 NOTE: PRESSURE TO BE REGULATED TO `10 i'.5.1. AFTER RP DEV15E INFORMATION OBTAINED FROM LIVID DWG. No. 3165 20 0 20 40 60 Scale 1 " = 20' IRRIOATION EQU I PMENT LEGEND 5YM ® DE50RIPTION POP-UP SPRAY SPRINKLER MANW. RAIN BIRD MODEL 1806 5AM-PR5-5Q PSI OPM RAD. 30 0.10 5' MOTES ADJUST AS REQUIRED, SEE DETAIL A SHEET 4 8 POP-UP SPRAY SPRINKLER RAIN BIRD 1606 -SAM -PRS -5H 30 0.20 5' ADJUST A5 REQUIRED, 5EE DETAIL A SHEET 4 POP-UP SPRAY SPRINKLER RAIN BIRD 1812-5AM-PRS-IOQ 30 0.39 10' ADJUST AS REQUIRED, SEE DETAIL A SHEET 4 El POP-UP SPRAY SPRINKLER RAIN BIRD- 1612-5AM-PRS-10H 30 0.19 10' A0JU5T AS REQUIRED, SEE DETAIL A SHEET 4 e POP-UP SPRAY SPRINKLER RAIN BIRD 1812-SAM-PRS-I0VAN 30 VARIES 10' ADJUST A5 REQUIRED, SEE ,DETAIL A SHEET 4 0 POP-UP SPRAY SPRINKLER RAIN BIRD I6I2-SAM-PR5-I555T 30 VARIES 41X301 ADJUST AS REQUIRED{ SEE DETAIL A SHEET 4 �] ELECTRIC CONTROLLER TORO E EX15T1I t TE NITROLLER EXISTING -PER DWG. No. 3165 ® ELECTRIC METER EXISTING -PER DWG. No.. 31.65 ® RAIN SHUT-OFF DEVICE EXISTING -PER DRG. No. 3165 -- GATE VALVE NIBCO T -113 -LINE SIZED SEE DETAIL G SHEET 4 IRRIGATION CONTROL VALVE SUPERIOR 95OPH SERIES -SIZE A5 SHOWN SEE DETAIL 13 SHEET 4 AND NOTE BELON iV R. P. BACKPLON PREVENTER HILKINS -1 - Y�IY STRAI SL 6ALATOR SEMS. T - SEE Q QUICK COUPLER VALVE RAINBIRD 330RC (3/4") SEE DETAIL D SHEET 4 MASTER VALVE SUPERIOR 1-1/2"-3000 SERIES -NORMALLY OPEN EXISTING -PER DRG. No. 3165 (D FLOH SEN50R DATA INDZTRIAL 22OP-1-1/2" -- EXISTING -PER DWG. No. 3165 - — Q3 SPARE COMMON AND PILOT kiRE5. COLOR TO DIFFER FROM SITE HIRING- SEE WRITTEN SPECIFICATIONS SHEET 2 ® EXIST. 1" WATER METER CONFIRM LOCATION IN THE FIELD �- SCH. 401:11,/6 PIPEMIRE SLEEVE UNDER ALL PAVING BURY MIN. 240 -SIZE PER CHART -- 1-1/2" 561440 PYC MAINLINE BURY MIN. 1.6" SCH 40 PVC LATERAL LINE BURY MIN. 12" 3 VALVE NUMBER .2 VALVE DEMAND GPM) VALVE SIZE PIPE SIZELEGEND _ ........ _..._ ... - 1 3/41 _m I" 4 NOTE: NO PIPE SIZES SMALLER THAN 3/4" NOTE: CONTRACTOR TO CONFIRM THE F..XISTANGE OF PRE55URE REGULATOR AT R.P. DEVICE. IF PRESSURE REGULATOR NA5 NOT INSTALLEP CONTRACTOR SHALL INSTAL REGULATORS AT CONTROL VALVES (SUPERIOR MODEL: 950-DWPRS REFER TO SHEET 4 FOR CONSTRUCTION DETAILS CONTROLLER FRICTION (PSI L.099) VALVE NO. M Iq 6PM I" WATER METER 2.0 1-1/4"" I.3ACICFLOH PREVENTER 12.50 ELEVATION CHANGES: - LATERAL LINES 2.0 MAIN LINE (600 LF) 6.0 PITTIN65 (20% OF MAIN LINE) 1.20 1-1/2" VALVE 2.6 M(SG. 2.0 TOTAL PSI LOSS 28.30 WATER PRESSURE 90 P.S:1. LESS TOTAL PSI LOSS 28.30 EQUALS MINIMUM TO FARTHEST HEAD SPRINKLER OPERATING PRESSURE RESIDUAL HATER M55URE 6I. -to 30.00 5t."70 NOTE: PRESSURE TO BE REGULATED TO `10 i'.5.1. AFTER RP DEV15E INFORMATION OBTAINED FROM LIVID DWG. No. 3165 20 0 20 40 60 Scale 1 " = 20'