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Home My WebLink About3532-5MATCHLINE'A-A' - S E THIS SHEET go T� ■ i" ® ■ ■ s ■`®■ faiT1114" 314" 3 4rt 314" 314" i 314" LIMIT OF WORK t°'f'` i -- 3/4..'3/41, 314" i Ile t 314„ isfA-7 s i 181A-1 e► I I HSI 3/4" 251"A -21a 314" 1 112" 314° 1 1 /4 1 1)2'j (�Q,A Nlne- 13' I 34'' �laa� b ® i 0 s w w a 314 i 11/4" �" i pt,I v i 11/2"" 3/4 1 �V,11121 r� MCI i �.CUO i 100 l Yee-( t'i cal I`ve i 314131A.1A i /411 1 et i ® .. ,...'314" 1 A -g i 3/ i 3/4" /4" GVa1 V'e it ►,° ® vU it pu>X .rg.1.,, ® 3/4" 15/`A.3'\ i , , 314 I I 3/4 3i4 i 1 ♦ All 25 A-4 1 1/2" , W w $ D w 3/4' t) �� a cc;i 31" �. 1121, 3141 111 101 314 ito o, ® tA0:®q\4:fX*_ ® tip 131A -12A i ve ® C>i�olck° 314' 314" J1 3 A-11 i 3/4"�� A-13 ! i 3/4 314 ® 3/4" 3/4" 314" Pull I i 102 MaiMim- 25 A-5\ -Prom faceu 33r 3/4" 3/4411 11/4" 1411 1114° 3/411 I i t i t 15 6-6 I e 1 t ' ♦ 11/411 314° 3/4' ° 314" 31411 111 4 ° 11/4" I i 3l4 0 � 4+ i 0 0 ` i 0 ® 3/41 1' 103 i 34 �;A );Ae. Ift 22 A-14 i_AL11/2'° I ® ® 3/4" t 24 A-15 i 314" i 3/41t 3/4" ' To A7 14° memo =1NM9e3 11 0 te Or= r MAT HLINE 'A® ' - SEE THIS SHEET i 3" 1 11 I i 314" 14 Nt�Ai9l�e 95,x® 11/2" 314" from facemf C 3141, 3/411 ■0119 rem » MAT HLINE' -R' - SEE THIS SHEET A t7" Balis TOLL FREE 1-800 !3H1� 422-4133 TWO WORKING DAYS BEFORE YOU DIG IRRIGATION NOTES IRRIGATION LEGEND 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS SYM: MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. WHEREVER POSSIBLE. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS TORO 5702-12P/6P-COM-80PC POP-UP SPRAY HEAD 8' 20 30.44 WHEN IT iS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE 0 TORO 570Z-12P/6P-C0M-8HPC POP-UP SPRAY HEAD 8' .30 30.40 DIFFERENCES EXiST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT 0 TORO 570Z-12P-COM-8FPC POP-UP SPRAY HEAD 8' 40 30-40 PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. 4TORO 5702-12P/6P COM-8TQPC POP-UP SPRAY HEAD 8' 60 30-40 3. SYSTEM DESIGN IS BASED ON MiNIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF A TORO 5702-12P/6P-COM-I2QPC POP-UP SPRAY HEAD 12' So 30.40 CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL / TORO 5702-12P/6P-COM-I2HPC POP-UP SPRAY HEAD 12' .96 30-40 VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION REPRESENTATIVE,__ O TORO 5702-12P-COM-12FPC POP-UP SPRAY HEAD 12' 2.00 30.40 104 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF 0 TORO 570Z-12P-COM-I2FPC POP-UP SPRAY HEAD 12' 1.50 30.40 WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER TORO 570Z-12P-COM-I5QPC POP-UP SPRAY HEAD 15' .80 30.40 SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. '1 TORO 5702.12P -COM 15HPC POP-UP SPRAY HEAD 15' 1.40 30-40 5, MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW TORO 570Z-12P-COM-I5FPC POP-UP SPRAY HEAD 15' 3.00 30-40 PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATEP DISTRICT. TORO 570Z-12P-COM-I5TQPC POP-UP SPRAY HEAD 15' 2.30 30-40 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW k„ -TORO 3404-10-Z-12P-COM-I5FPC ROTOR 28' 1.36 35 PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. `/ TORO 3408-10-Z-12P-COM-I5FPC ROTOR 28' 2.72 35 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR TORO 3416-10-Z-12P-COM-I5FPC ROTOR 28' 5.43 35 SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE TORO 3412 -10 -Z -12P COM I5FPC ROTOR 28' 4.07 85 OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. B TORO 57OZ-12P-COM-4S-SST POP-UP SPRAY HEAD 4'x 18' 0.55 30 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LiNES AND ADJUST ALL HEADS FOR F TORO 5702 -12P -COM -4S -EST POP-UP SPRAY HEAD 4'x 15' 0.45 30 1 C15 MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOTES: NOZZLE RADIUS TO FiT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE, CALL LANDSCAPE ARCHITECT 48 HOURS iN ADVANCE FOR ANY I. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TOPROVIDE 100% COVERAGE TO COVERAGE TESTS. REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. ALL NOZZLES LOCATED IN TURF AREAS TO BE INSTALLED ON TORO 570Z -6P BODIES, 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 2, LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR iS 10. CLEAN-UP ON A DAiLY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR iS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LIMIT F WO RK LINES/SPRINKLER HEADS & EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION. 8 MM EQUIPMENT � PROPOSED 1-1/2" DOMESTIC WATER METER BY ED®® OTHERS. 3 4,1 .-:.�°�-3/4�' ��,,� ,� PROPOSED 11/2" DOMESTIC WATER METER BY OTHERS. i FEBCO FBV-2 LiNE-SIZE GATE VALVE 17,11, 314" SUPERIOR 950 -DW ELECTRIC REMOTE CONTROL. VALVE, SIZE AS SHOWN 3l4" 314;1 3/4" i 11/4" p f FEBGO 1114" REDUCE PRESSURE BACKFLOW DEVICE INSTALL IRI w LE MEUR ENCLOSURE PER CITY OF FONTANA STANDARD " W PLAN NO. 507, SEE DETAIL A, SHEET L-9. .... �q r CALSENSE FM 1,256 1114" FLOW METER SUPERIOR 3100 SERIES 1112" NORMALLY CLOSED MASTER VALVE Q RAINBIRD 33DRC QUICK COUPLER VALVE @ 150' O.C. 314" q 12.76-08 NETWORK 8000 INCLUDES 32 STATION AUTOMATIC CONTROLLER. MOUNT iN STRONG BOX MODEL NO. SB-24SS/12oV, PER DETAILS r 314" H, I & J, SHEET L-9. TORO 132-76-08 NETWORK 8000 INCLUDES 32 STATION AUTOMATIC CONTROLLER. - MOUNT IN STRONG BOX MODEL NO, SB-24SS/120V, PER DETAILS H, I & J, SHEET L-9. Jill to CAMBELL TE525 TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL) n SCIENTIFIC INC. LOCATED ALONG SOUTH SIDE OF CURTIS. a ��.,3,�-,--* APPROVED CL. 315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18 fl - USE CL. 315 LIMiT OF WORK PVC FOR 2"AND LARGER. APPROVED SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN, MIN. COVER 12" LQ�ff� �if1E"iy �� diac��'A ►i�G ®= = = = = w = APPROVED SCH, 40 PVC UNLESS �THED 2 SE RG EDTHAN PIPE TO BE INSERTED, APPROVED SCH. 40 PVC MIN. 2" WIRE SLEEVE, AS REQUIRED. 0 M SHRUB NOTE: ALL HEADS LOCATED IN SHRUB AREA TO BE 12" POP-UP HEADS WITH PROPER ARCH NOZZLES. TURF NOTE: ALL HEADS LOCATED IN TURF AREA TO BE 6" POP-UP HEADS WiTH PROPER ARCH NOZZLES. �ITI�Ito] AT007a POINT OF CONNECTION MOTE: CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 1 1/2" DOMESTIC WATER METER (BY OTHERS).REFER TO UTILITY PLANS FOR MORE INFORMATION. EXTEND PRESSURE MAINLINE TO VALVES AS SHOWN. EXISTING STATIC PRESSURE: 64 P,S.i. SYSTEM DESIGN PRESSURE: 56 P.S.I. MAXIMUM. G.P.M. DEMAND: 27 G.P.M. VALVE SIZING KEY VALVE # 1 1® --GPM VALVE SIZE AUTOMATIC CONTROLLER 'A' &'B - PRESSURE LOSS CALCULATION PROJECT: TR. #16363 . TRACT. # 1636 CO FACILITi STRICT BY: MZR MZR STATIC PRESSURE HIGH: 64 PSI STATIC PRESSURE HIGH: 64 PSI LOW: 64 PSI SOURCE OF INFORMATION: GEORGE 64 PSI SOURCE OF INFORMATION: GEORGE SUPPLIER: FONTANA MUNICIPLE WATER DISTRICT APPROVED B r DATE: ° 7- DWG. NO.: PHONE NUMBER: (909) 822-2201 SUPPLIER: FONTANA MUNICIPLE WATER DISTRICT CITY ENGINEER R.G.E. 51152 EXP. DATE 12/31/03 3532 VALVE STATION/GPM: STATION: A-10 GPM: 25 ITEM VALVE STATION/GPM: STATION: B-8 P.S.I. LOSS: WATER METER 1 1/2" @ 25 GPM 1.30 GATE'VALVE(S): 11/2" @ 25 GPM 0.50 BACKFLOW: 11/2" 1 @ 25 GPM 12.00 FLOW METER: 1" 1 @ 25 GPM 3.60 MASTER VALVE: 1 1/411 1 @ 25 GPM 1.38 AUTOMATIC VALVE SIZE: 11/4" 1 @ 25 GPM 2.70 MAINLINE (CLASS 315). 2" 519 L.F. @ 25 GPM 2.80 LATERAL LINE SiZE (SCH. 40) 3/4" 58 L.F. @ 8 GPM 2.98 1" 7 L.F. @ 12 GPM 0.24 1 1/2" 22 L.F. @ 25 GPM 0.36 IRRIGATION HEAD PRESSURE: GPM 1.79 25.00 SYSTEM LOSSES SUBTOTAL: 8 GPM 52.86 FITTING LOSSES (5% OF SUBTOTAL): 9 LF. @ 12 2.64 ELEVATION LOSSES/GAINS (ELEV. X.433): 1 1/2" 21 L.F. @ 0.00 TOTAL SYSTEM LOSSES: 0.39 IRRIGATION HEAD PRESSURE: 66.60 AVAILABLE PRESSURE (LOW): 25.00 64.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 8.50 AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO INSTALL A TORO NETWORK 8000 (SEE LEGEND FOR MODEL NO.). OWNER TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT TO THIS LOCATION. IRRIGATION CONTRACTOR TO PROVIDE CONTROLLER AND RAIN GUAGE AND COORDINATE CONTROLLER POWER CONNECTIONS, CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERATIONAL. FOR NOTES AND LEGENDS, FOR DETAILS, • FOR SPECIFICATIONS, SEE SHEET L-1 1 FOR ww 'iNDING CONSTRUCTION PLAN, FOR CORRESPONDING •rww. , 'PLANTING PLAN, PRESSURE LOSS L"-;"ALCU LATIOIN PROJECT: TR. #16363 TRACT. # 1636 CO FACILITi STRICT BY: MZR DATE: STATIC PRESSURE HIGH: 64 PSI LOW: 64 PSI SOURCE OF INFORMATION: GEORGE CHECKED BY: APPROVED B r DATE: ° 7- DWG. NO.: 5 SUPPLIER: FONTANA MUNICIPLE WATER DISTRICT CITY ENGINEER R.G.E. 51152 EXP. DATE 12/31/03 3532 11 PHONE NUMBER: (909) 822-2201 VALVE STATION/GPM: STATION: B-8 GPM: 27 ITEM P.S.I. LOSS: WATER METER 1 1/2" 1 @ 27 GPM 1.50 GATE VALVE(S): 1._1/2" @ 27 GPM 0.50 BACKFLOW: 1 1/4" 1 @ 27 GPM 12.00 FLOW METER. 199 1 @ 27 GPM 4.16 MASTER VALVE: 1 1/4" @ 27 GPM 1.25 AUTOMATIC VALVE SIZE: 11/4" 1 @ 27 GPM 2.78 MAINLINE (CLASS 315): 21 289 L.F. @ 27 GPM 1.79 LATERAL LINE SiZE (SCH. 40) 3/4" 45 L.F. @ 8 GPM 2.31 1 1/4" 9 LF. @ 12 GPM 0.24 1 1/2" 21 L.F. @ 27 GPM 0.39 IRRIGATION HEAD PRESSURE: 25.00 SYSTEM LOSSES SUBTOTAL: 51.92 FITTING LOSSES (5% OF SUBTOTAL): 2.60 ELEVATION LOSSES/GAINS (ELEV. X.433): 0.00 TOTAL SYSTEM LOSSES: 54.52 AVAILABLE PRESSURE (LOW): 64.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+ 9.48 1,11EZ036"UhE Lu"'ISS" C-30ALCIULATIC)"'N PROJECT: TR. #16363 BY: MZR STATIC PRESSURE HIGH: 64 PSI LOW: 64 PSI SOURCE OF INFORMATION: GEORGE SUPPLIER: FONTANA MUNICIPLE WATER DISTRICT PHONE NUMBER: (909) 822-2201 VALVE STATION/GPM: STATION: B-13 GPM: 26 ITEM I.S.I. LOSS: WATER. METER 1 1/2" @ 26 GPM 1.40 GATE VALVE(S). 1 1/2" @ 26 GPM 0.50 BACKFLOW: 11/2" 1 @ 26 GPM 12.00 FLOW METER: 1" 1 @ 26 GPM 0.96 MASTER VALVE: 1 1/4" 1 @ 26 GPM 1.48 AUTOMATIC VALVE SIZE: 11/4" 1 @ 26 GPM 2,74 MAINLINE (CLASS 315): 2" 519 L.F. @ 26 GPM 2.73 LATERAL LINE SIZE (SCH. 40) 3/4" 58 L.F. @ 8 GPM 3.14 1 1/4" 7 L.F, @ 22 GPM 0.19 1 1/2" 24 L.F. @ 26 GPM 0.42 IRRIGATION HEAD PRESSURE: 25.00 SYSTEM LOSSES SUBTOTAL: 50.56 FITTING LOSSES (5% OF SUBTOTAL): 2.53 ELEVATION LOSSES/GAINS (ELEV. X.433): 0.00 TOTAL SYSTEM LOSSES: 53.09 AVAILABLE. PRESSURE (LOW): 64.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 10.91 t 7s / 100 / 79 t 98 7 I 971 7. - __ -� _ -. r ....- - - f 83 w 7 h- 94 - r io5^v 93 I C84 STREETI I I ss I _ - - - 90 87 I 2 .-.._...... ... L I 91 10 11 I SHEET KEY MAP N.T.S. LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church Street, Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909)484-2802 Richard Krurnwiede CA Lic. #2834 AZ Lic. # 29115 yo NV Lic, # 446 TX. Lia #18&1 CITY OF FOWTARA, CALIFORMIA DRAWN BY: MSS TRACT. # 1636 CO FACILITi STRICT SCALE: 1 "=201 DATE: DESIGNED BY: JRI 6/25/03 CHECKED BY: APPROVED B r DATE: ° 7- DWG. NO.: 5 JAF CITY ENGINEER R.G.E. 51152 EXP. DATE 12/31/03 3532 11