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Home My WebLink About2984-418 f .A {-5 / r/4'r. 24 A-4 1/4 rr LIMIT OF WORK 111 11 11�1 Of f OF I OF 3/4 ' 3/4" 3/4" 4 I 3/4 yz 3/4" 21 MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 1 ° "K" q" 31 I �7z P/4" " /4 1 /q" 314" 7, 11/4" 1 4/4 PLAN 405RALL 3/4" 1 3/ " 1 3/4" ' 1 ' /4" ` % 3/4" % , 1 �► ` yz Q � � 0cc W 6" SLEEVE i 1 - Z ;1; /PRESTON DRIVE > 1' 4" SLEEVE W ► Q .1' WOOD SEEN 0001 Eft if3/4" F 3/4 A ' Z s PLAN 403RBR 14"/ " ! 1 " 42 /4" X, 4" VAN t 3 3/ " I' i 1 N I I 1 I i AUTOMATIC CONTROLLER 'A': AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO INSTALL A TORO NETWORK 8000 (SEE LEGEND FOR MODEL NO.) IN A METERED STAINLESS STEEL ENCLOSURE. OWNER TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT TO THIS LOCATION. IRRIGATION CONTRACTOR TO PROVIDE CONTROLLER AND COORDINATE CONTROLLER POWER CONNECTIONS. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERATIONAL. LIMIT OF WORK 1 1 i POINT OF CONNECTION 'A': "THE 42" of MORNINGSIDE TRACT. #1$07$ 3/4" 3/4" ! • yz i MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 1 ° "K" q" 31 �a 13/4" 3/4" 1 3/4" , 23 1 i i " 1 RWK /4 ioe 3/ (1)11/4" REDUCE PRESSURE BACFLOW, (1) 11/4" FLOW METER, (1) 11/4" GPM: 24 �a ITEM: MASTER VALVE, AND (2) LINE -SIZE GATE VALVES. EXTEND NEW PRESSURE P.S.I. LOSS: WATER METER SIZE: 1" @ 21 3/4" MAINLINE TO VALVES AS SHOWN. " 1 LATERAL NOTE: 3/4" - - STATIC WATER PRESSURE: 72-102 PSI - - - - - -� CONTRACTOR TO EXTEND EXISTING LATERALS FROM SOUTH TO P. C. 3/ FLOW SENSOR: 11/4" @ SYSTEM DESIGN PRESSURE: 57 PSI GPM IN ORDER TO ADD (7) HEADS TO EXISTING SYSTEM. LIMIT O WORK MAXI MUM IRRIGATION DEMAND: 24 GPM 1� WORK 24 GPM 1.00 MAINLINE (CL. 315): 2" 217 L.F. @ 24 GPM 1.09 AUTOMATIC VALVE SIZE: 11/4" @ 24 GPM 1.27 LATERAL LINE SIZE: 3/4" 65 L.F. @ 5 GPM 1.01 1"13 L.F. @ �' 1 GPM 0.37 11/4 3 L.F. @ 24 33 X-3 0.09 IRRIGATION HEAD PRESSURE: 1 " 3/a" Z SYSTEM LOSSES SUBTOTAL: 11/2" 52.70 w 3/4" ! 2.64 ELEVATION LOSSES/GAINS (ELEV. X.433) +(1.74) N 3/4 57.08 AVAILABLE PRESSURE (LOW): ! 1 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)14.56 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN ! NECESSARY. PRESSURE LOSS CALCULATIONX PROJECT: "THE 42" OF MORNINGSIDE BY: MLD STATIC PRESSURE HIGH: 90 all, LOW: 81 1 z � SUPPLIER: CITY OF FONTANA • PHONE NUMBER: (909) 350-6649 L!J y GPM: 33 D P.S.I. LOSS: WATER METER SIZE: 11/2" @ 1 GPM 2.25 MASTER VALVE: 11/4" a 33 GPM 1.21 BACKFLOW DEVICE: 11/4" @ 33 W 8.00 FLOW SENSOR: 11/4" Cay 33 GPM 1.47 GATE VALVE(S): 1 2" @ > GPM .50 MAINLINE (CL. 315): 2" 250 L.F. @ 33 GPM 2.25 AUTOMATIC VALVE SIZE: 11/2" @ 33 GPM 1.21 3l4" 3/4" GPM I **N 9 GPM .10 11/4" 10 L.F. @ 16 GPM 210 X-2rr 22 33 GPM .03 IRRIGATION HEAD PRESSURE: 11/4 30.00 � 1 49.12 FITTING LOSSES (10% OF SUBTOTAL): 2.46 3/4" 314" W TOTAL SYSTEM LOSSES: 53.48 AVAILABLE PRESSURE (LOW): 81.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)27.42 N � . 3/4" \ z � 3/ " " /4 3/ 11/4"1 3/4" V, 24 X-1 1 I 11/2" 7 1 • 1 1 1 i POINT OF CONNECTION 'A': "THE 42" of MORNINGSIDE TRACT. #1$07$ 3/4" 3/4" ! • i MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 1 ° "K" q" 31 I 1 13/4" 3/4" 1 3/4" , 23 1 i i " 1 RWK 1 1 i POINT OF CONNECTION 'A': "THE 42" of MORNINGSIDE TRACT. #1$07$ ! i MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 1 ° "K" q" 31 I 1 I DOMESTIC WATER METER. EXTEND NEW TYPE COPPER PIPE (OR AS SUPPLIER: SAN GABRIEL VALLEY WATER 1 i i " PER LOCALCODE) AND INSTALL A (1) 11/4 PRESSURE REGULATOR, RWK 1 ioe 3/ (1)11/4" REDUCE PRESSURE BACFLOW, (1) 11/4" FLOW METER, (1) 11/4" GPM: 24 7 too ITEM: MASTER VALVE, AND (2) LINE -SIZE GATE VALVES. EXTEND NEW PRESSURE P.S.I. LOSS: WATER METER SIZE: 1" @ �3/4" 3/4" MAINLINE TO VALVES AS SHOWN. PRESSURE REGULATOR: 11/411 @ 1 LATERAL NOTE: 3/4" - - STATIC WATER PRESSURE: 72-102 PSI - - - - - -� CONTRACTOR TO EXTEND EXISTING LATERALS FROM SOUTH TO P. C. 1.27 FLOW SENSOR: 11/4" @ SYSTEM DESIGN PRESSURE: 57 PSI GPM IN ORDER TO ADD (7) HEADS TO EXISTING SYSTEM. LIMIT O WORK MAXI MUM IRRIGATION DEMAND: 24 GPM LIMIT O WORK FUTURE IRRIGATION NOTE: CONTRACTOR TO CAP MAINLINE FOR FUTURE IRRIGATION. CONTRACTOR TO RUN (27) EXTRA WIRES AND (1) COMMON WIRE TO A 6" ROUND BOX FOR FUTURE SAN SEVAINE ROAD IRRIGATION TO THE SOUTH. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG MAINLINE NOTE: CONTRACTOR TO EXTEND 2" MAINLINE FROM EXISTING 2" MAINLINE, CAPPED AT TRACT BOUNDARY. CONTRACTOR TO ALSO CONNECT VALVE WIRES FOR (3) NEW VALVES TO WIRES CAPPED AT TRACT BOUNDARY. POINT OF CONNECTION 'X': MAKE POINT OF CONNECTION TO EXISTING 2" MAINLINE. EXTEND NEW PRESSURE MAINLINE TO VALVES AS SHOWN. STATIC WATER PRESSURE: 81-90 PSI SYSTEM DESIGN PRESSURE: 54 PSI MAXIMUM IRRIGATION DEMAND: 33 GPM EXISTING PLAN NOTE: CONTRACTOR MAY REFER TO EXISTING APPROVED PLANS FOR EXISTING LANDSCAPE TO SOUTH. PLANS ARE AVAILABLE THROUGH TIM RASTEDT, CITY OF FONTANA, OR RICH POPE AND ASSOCIATES 909 888-5568. TYPICAL SLEEVING NOTE: CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT CROSSES ALL SIDEWALKS. PRESSURE LOSS CALCULATIONW PROJECT: "THE 42" OF MORNINGSIDE BY: MLD "THE 42" of MORNINGSIDE TRACT. #1$07$ STATIC PRESSURE HIGH: 102 LOW: 72 DESIGNED BY, SOURCE OF INFORMATION: JACK SWE DAA' KPF SUPPLIER: SAN GABRIEL VALLEY WATER CHECKED BY AQ11D BY: I.T� 4�g�4 DATE �OIJr�O DWG, NO.: PHONE NUMBER: (626) 448-6183 RWK 0 VALVE STATION/GPM: STATION: A-4 7 GPM: 24 7 too ITEM: P.S.I. LOSS: WATER METER SIZE: 1" @ 24 GPM 3.40 PRESSURE REGULATOR: 11/411 @ 24 GPM 3.90 BACKFLOW DEVICE: 1114" @ 24 GPM 1.27 FLOW SENSOR: 11/4" @ 24 GPM 9.00 MASTER VALVE: 1114" @ 24 GPM 0.80 GATE VALVE(S): 1 2" @ 24 GPM 1.00 MAINLINE (CL. 315): 2" 217 L.F. @ 24 GPM 1.09 AUTOMATIC VALVE SIZE: 11/4" @ 24 GPM 1.27 LATERAL LINE SIZE: 3/4" 65 L.F. @ 5 GPM 1.01 1"13 L.F. @ 11 GPM 0.37 11/4 3 L.F. @ 24 GPM 0.09 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 52.70 FITTING LOSSES (10% OF SUBTOTAL): 2.64 ELEVATION LOSSES/GAINS (ELEV. X.433) +(1.74) TOTAL SYSTEM LOSSES: 57.08 AVAILABLE PRESSURE (LOW): 71.64 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)14.56 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 72 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. PRESSURE LOSS CALCULATIONX PROJECT: "THE 42" OF MORNINGSIDE BY: MLD STATIC PRESSURE HIGH: 90 LOW: 81 SOURCE OF INFORMATION: TIM RASTEDT SUPPLIER: CITY OF FONTANA • PHONE NUMBER: (909) 350-6649 VALVE STATION/GPM: STATION: X-3 GPM: 33 ITEM: P.S.I. LOSS: WATER METER SIZE: 11/2" @ 33 GPM 2.25 MASTER VALVE: 11/4" a 33 GPM 1.21 BACKFLOW DEVICE: 11/4" @ 33 GPM 8.00 FLOW SENSOR: 11/4" Cay 33 GPM 1.47 GATE VALVE(S): 1 2" @ 33 GPM .50 MAINLINE (CL. 315): 2" 250 L.F. @ 33 GPM 2.25 AUTOMATIC VALVE SIZE: 11/2" @ 33 GPM 1.21 LATERAL LINE SIZE: 3/4" 70 L.F. @ 8 GPM 2.00 1 "10 L. F. @ 9 GPM .10 11/4" 10 L.F. @ 16 GPM .10 2" 5 L.F. @ 33 GPM .03 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 49.12 FITTING LOSSES (10% OF SUBTOTAL): 2.46 ELEVATION LOSSES/GAINS (ELEV. X.433) +(2.00) TOTAL SYSTEM LOSSES: 53.48 AVAILABLE PRESSURE (LOW): 81.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)27.42 VALVE SIZING KEY VALVE # I GPM 3/4" VALVE SIZE PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-4 FOR SPECIFICATIONS, SEE SHEET L-8 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-1 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-5 IRRIGATION NOTES 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 WHEREVER POSSIBLE. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION REPRESENTATIVE, 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB - CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STPUCTURES. 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND PREVENTER TCi BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. iF.�'r��,'rr��R��I�L'ir��llj'��r1:�f'►:/� l<��•1:3�1J�'��'►��Lla'r��Ia•��J-If;•Tt�.'� 13. CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER AND LOOPED UP INTO EACH VALVE BOX (24" COIL) TO THE END OF SYSTEM. THE EXTRA WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX AND AT ALL CONTROLLERS. IRRIGATION LEGEND SYK MANUS. MODEL NUMBER DESCRIPTION RADIUS G.P.M. P,S_,L 6- TORO 570Z -12P -COM -5Q POP-UP SPRAY HEAD 5' .10 30-40 O TORO 570Z -12P -COM -5H POP-UP SPRAY HEAD 5' .20 30.40 V TORO 570Z -12P -COM -5V POP-UP SPRAY HEAD 5' .40 30-40 6- TORO 570Z -12P -COM -8Q POP-UP SPRAY HEAD 8' .25 30-40 • TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .45 30-40 0 TORO 5702 -12P -COM -8F POP-UP SPRAY HEAD 8' 1.00 30-40 W TORO 570Z -12P -COM -8V POP-UP SPRAY HEAD 8' .70 30-40 \,/ TORO 570Z -12P -COM -10Q POP-UP SPRAY HEAD 10' .40 30-40 V TORO 570Z -12P -COM -10H POP-UP SPRAY HEAD 10' .70 30-40 TORO 570Z -12P -COM -10F POP-UP SPRAY HEAD 10' 1.50 30-40 TORO 5702 -12P -COM -10V POP-UP SPRAY HEAD 10' .80 30-40 TORO 570Z -12P -COM -12Q POP-UP SPRAY HEAD 12' .50 30-40 TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12' 1.10 30-40 TORO 570Z -12P -COM -15Q POP-UP SPRAY HEAD 15' .85 30-40 �► TORO 570Z -12P -COM -15H POP-UP SPRAY HEAD 15' 1.65 30-40 CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS. PROPOSED 1" DOMESTIC WATER METER BY SBCWD. DEVELOPER TO PAY ALL FEES AND PERMITS NIBCO T-113 LINE -SIZE GATE VALVE WILKINS 500 SERIES 1114" PRESSURE REGULATOR DEVICE FEBCO 825 -Y -BV -1.25 * 11/4" REDUCED PRESSURE BACKFLOW, BACKFLOW ENCLOSURE SUPERIOR 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN DATA INDUSTRIAL FM1.25B 1-114" FLOW METER SUPERIOR 3000 SERIES 11/4" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE) G� RAINBIRD 33DNP/33DK QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL) A TORO8000 NETWORK 8000 AUTOMATIC CONTROLLER Kik �r APPROVED CL. 315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315 PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. COVER AS REQUIRED OR AS SHOWN. APPROVED SCH. 40 PVC 4" WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS OTHERWISE NOTED, �c 7k AUTOMATIC CONTROLLER MATERIALS LIST: • TORO NETWORK 8000 MODEL #132-8608,32 STATION FIELD SATELLITE CONTROLLER • PROVIDE SENSOR INPUT BOARD (SIB) MODEL #995-63 (TO INTERFACE WITH FLOW METER AND RAIN SHUT-OFF DEVICE) • RADIO LINK KIT #89-7611 (TO COMMUNICATE W/ CENTRAL COMMAND) • GROUND ROD & SURGE PROTECTION FOR EACH SATELLITE CONTROLLER • ALL RADIO EQUIPMENT MUST BE COMPATIBLE WITH VHF • PROVIDE RAINMASTER 32 PC "PIGTAIL" FOR REMOTE CONTROL OPERATION • STRONG IBOX 100% STAINLESS STEEL ENCLOSURE (24"X28"X48" HIGH) MODEL # SB-24SS/120V PROVIDE CAMBELL SCIENTIFIC INC., TE525 TIPPING BUCKET (HEAVY DUTY MODEL) AT CONTROLLER #A ONLY CONTACT: CURTIS NEWMAN TURF STAR (800) 449-8873 EXT. 5008 CITY OF FONTANA, CALIFORNIA DMVVN FAC W. FAC "THE 42" of MORNINGSIDE TRACT. #1$07$ SCALE: 1 " H = J N 1 20 -0 DESIGNED BY, COMMUNITY FACILITIES DISTRICT DAA' KPF 5/16/01 CHECKED BY AQ11D BY: I.T� 4�g�4 DATE �OIJr�O DWG, NO.: RWK 0 ®3 ;bL CITY ENGINEER R.C.E.eWA!"EECP. DATE- /ffl OW303 1I!Ju!IIII !J!L LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 19091 484-2800 Fax (9091484-2802 * e ° E" T'A� Richard Krumwiede � a CA LIC. #2834 AZ Lic. # 29115 �60 'NIISAV Lic, # 4�4p6� 3.0 . Lic. #1884 J' f NO 5C A Ap • urn 's 4 1 0( Signata o one ate Date_ FAC 8/10/01 1 " = 20' 0109-5 a9s¢ L-3 4-- OF �% SHTS. m l -W U- 0 7 7 too lu %) V u- OX v IL v <to y--Ul at lu r ff > N `,, IU I lu 1u # v lu X yo OT o a r a FAC 8/10/01 1 " = 20' 0109-5 a9s¢ L-3 4-- OF �% SHTS.