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HomeMy WebLinkAbout4078-11 1 II G n(�n. .VO���9Jw7ir,��'1� o ON 80 LEEMCO NOTES FOR MAINLINE '4" DIAMETER AND LARGER IRRIGATION LEGEND: (cayote canyon park) 46.44' f .,I� r4 d �T 0 FOR ALL BELL AND GASKET MAINLINE PIPE, USE LEEMCO JOINT RESTRAINTS. USE LEEMCO PIPE SYMBOL: MANUFACTURER : ,MODEL NUMBERi DESCRIPTION: RAD.: P.S.I: GPM.: STD.DETAIL: Cr I .«rr �- • RESTRAINTS ON ALL FITTINGS AT DIRECTIONAL CHANGES N PIPE AND AT ALL COUPLINGS WITHIN 50 FEET NOTE: TH1= CONTRACTOR SHALL OBTAIN A COPY OF THE CITY OF FONTANA STANDARD DETAIL E7A--D: II monlit_Oirr , _ a N401, OF THE DIRECTIONAL CHANGE. USE LEEMCO PIPE RESTRAINTS AN PUSH-ON FITTINGS TO CONNECT DRAWINGS'AND ER TO THEM FOR ADDITIONAL INSTALLATION DETAILS AND INFORMATION. +^ i° ISOLATION VALVES, REMOTE CONTROL VALVES AND QUICK COUPLING VALVES TO MAIN LINE PIPE. SIZE OF I I I Jj:. CO O �� 0 ® RESTRAINT TO BE AS PER PiPE AND FITTINGS USED AS FOLLOWS: 0 RAINBIRD' 1806-SAM-PRS-5Q POP-UP SPRAY HEAD 3-5' 25 .01 523 '�I, Or�, .�®+ T I e RAiN8IRD 1806-SAM-PRS-5T POP-UP SPRAY HEAD 3-5' 25 .09 523 'LFP' SERIES RESTRAINTS FOR BELL AND GASKET JOINTS I .1111111. 'LH' SERIES RESTRAINTS FOR PVC PIPE TO DUCTILE IRON PUSH-ON FITTINGS 6 RAiNBIRD 1806-SAM-PRS-5H POP-UP SPRAY HEAD 3-5' 25 .13 523 © 1 `+o = 'LG' SERIES RESTRAINTS FOR BUTTERFLY AND GATE VALVES o RAINBIRD 1806-SAM-PRS-5F POP-UP SPRAY HEAD 3-5' 25 21 523 o ° o ` FITTINGS ON BELL END MAINLINE PIPE SHALL EE LEEMCO DEEP, SLANT SELL DUCTILE IRON FiTTING. 0 RAINBIRD 1806-SAM-PRS-SQ POP-UP SPRAY HEAD 6-1' 25 Zi 523 z • CI o Q 0 RAINBIRD 1806-SAM-PRS-8T POP-UP SPRAY HEAD 6-1' 25 21 523 0 CONTRACTOR SHALL PROVIDE THE PROPER LEEMCO SERVICE LINE TEE TO ADAPT THE REMOTE CONTROL 9 RAINBIRD 1806-SAM-PRS-SH POP-UP SPRAY HEAD 6-1' 25 .41 523 VALVE AND QUICK COUPLING VALVE RISER FROM THE MAINLINE PIPE. ( FOR PIPES 4" DIAMETER AND 0 • LARGER ONLY) 0 RAiNSURD 1806-SAM-PRS-SF POP-UP SPRAY HEAD 6-1' 25 .82 523 _ © RAINBIRD 1806-SAM-PRS-100 POP-UP SPRAY HEAD 8-9' 25 36 523 - CONTRACTOR SHALL PROVIDE A TORQUE WRENCH TO PROPERLY TIGHTEN THE NUTS ON THE LEEMCO a RAINBIRD 1806-SAM-PRS-10T POP-UP SPRAY HEAD 8-9' 25 .48 523 s ffi 0 A RESTRAINT SYSTEMS. CONTACT STEVEN KIM AT "GENTILE 4 ASSOCIATES" (PHONE: 951-461-0942) SHALL BE - © INVITED TO THE PRE JOB MEETING TO ANSWER QUESTIONS AND TO PROVIDE ASSISTANCE WITH THE RAINBIRD 1806-SAM-FRS-101-1 POP-UP SPRAYHEAD 8-9' 25 .12 523 e W 0 -`- 0 INSTALLATION METHODS OF THE LEEMCO JOINT RESTRAINT SYSTEM. a R4INBIRD 1806-SAM-PRS-10F FOP-UP SPRAY HEAD 8-9' 25 1.44 523 O ---r ■■111- V- 0 RAIN5IRD 1806-SAM-PRS-12Q FOP-UP SPRAY HEAD 1O-II' 25 AO 523 ,I' !�CNI i4 M • - ❑ 'I, GENE RAL IRRIGATION NO 1 E S 4 RAiNBIRD 1806-SAM-PRS-12T FOP-UP SPRAY HEAD 10-Il' 25 .80 523 , C ; -� ,I 4 RAINBiRD 1806-SAM-PRS-12H POP-UP SPRAY HEAD 10-i1 25 120 523 G 1. ALL CiTY AND STATE LAWS, RULES AND REGULATION GOVERNING OR RELATING TO ANY PORTION OF W aC PI 0 O 0 -r c 0 ‘11 THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND B RAiNBIRD sob-SAM-PRS-12F POP-UP SPRAY HEAD 10-11 25 2.40 523 � u. V • ® THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. RAINBIRD 1806-SAM-PRS-15Q POP-up SPRAY HEAD 12-14' 25 .82 523 �. ® Q 1; z �!•. , ' .: 4 R4INBIRD 1806-SAM-PRS-15T POP-UP SPRAY HEAD 12-14' 25 1.10 523 Z ° ' 2. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL O �: . GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE 4 RAiNBIRD 1806-SAM-PRS-15H POP-UP SPRAY HEAD 12-14' 25 i.65 523 J E�� • :t a; �� IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK AT NO 8 RAINBIRD 1806-SAM-PRS-15F POP-UP SPRAY HEAD 12-14' 25 330 523 ei ;Rz o 14 111 r 1 . �'� EXPENSE TO THE OWNER HE SHALL COORDINATE H15 WORK WITH OTHER CONTRACTORS FOR THE v RAINBIRD 1812-SAM-PRS-SQ POP-UP SPRAY HEAD 3-5' 25 .01 524 - HI• I/ % • LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROUGH WALLS, UNDER r� fY I• ``` ° : • ROADWAYS, DRIVES, AND PAVING, ETC. m RAiNBIRO 1812-SAM-PRS-ST POP-UP SPRAY HEAD 3-5 25 .09 524 ", '4 ' c v RAINBiRD 1812-SAM-PRS-5H POP-UP SPRAY HEAD 3-5' 25 .13 524 •04W O3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE v RAINBIRO 1812-SAM-PRS-SQ POP-UP SPRAY HEAD 6-1' 25 21 524 A. ''' BEGINNING WORK. v RAINBIRD 1812-SAM-PRS-ST POP-UP SPRAY HEAD 6-1' 25 21 524 ~1.CLOSE COUPLED END SUCTION CENTRIFUGAL PUMP,CAST IRON a iso'ANSI RATED BRASS OUTPUT FLANGE • 0 Z BRONZE FITTED,BACK PULLOUT DESIGN,MECHANICAL SEAL, S.FABRICATED STRUCTURAL ALUMIMA'1V RAINBIRD 1812-SAM-PRS-SH POP-UP SPRAY HEAD 6-1' Z5 .41 524 OODP MOTOR BASEPLATE. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK = 1l2.NEMA 4 ENCLOSED CONTROL PANEL,WiTH CIRCUIT B1�AKER, 10. INCH DIAPHRAGM ACTUATED PRESSURE INDICATED HEREIN BEFORE BEGINNING WORK. v RAINBIRD 1812-SAM-PRS-BF POP-UP SPRAY HEAD 6-1' 25 .82 524 ` . Ceil MAGNETIC STARTER,HOA SWITCH,AND COMPONENTS FOR REGULATING VALVE. '� RAINSIRD 1812-SAM-PRS-LOQ POP-UP SPRAY HEAD 8-9' 25 36 524 i� iX Z :cc: ,' AUTOMATIC BOOSTER PUMP CONTROL. 11.DOUBLE PVC TAPE WRAPPED BRASS PIPS 5. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WiTHIN PAVED AREAS IS FOR W O3.MARNE GRADE ALUMINUM ENCLOSURE,TOP HINGED DESIGN 12.PVC SCHEDULE SO/BRASS COMPANION ,WITH VENTING. FLANGE CONNECTION. DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. RAiNSIRD 1812-SAM-PRS-iOt POP-UP SPRAY HEAD 8-9 25 .48 524 I- . Ct 4.CAST IRON ELASTOMER LINED FULL LUG WAFER STYLE 13.CONCRETE THRUST BLOCK, 2 SQ.FT. THE MAIN LINE PIPE SHALL BE INSTALLED AND ROUTED TO AVOID UNFORESEEN BELOW GRADE v RAINBIRD 812-SAM-PRS-1OH POP-UP SPRAY HEAD 8-5' 25 .12 524 Z O BUTTERFLY VALVE. MINIMUM. (� zU5.PRESSURE GAUGE,2 1/2"DIAL,LIQUID FILLED,STAINLESS 14. 6 NCH CONCRETE PAD,ASTM C-54,ACI CONDITIONS. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS UNLESS OTHERWISE v RAINBIRD 812-SAM-PRS-10F POP-UP SPRAY HEAD 8-9' 25 1.44 524 , I.1.� ,,c CASE,0 - 200 PSI. _ STD.319-83 DESIGN MIX,2500 PSL DIRECTED BY THE DINER'S REPRESENTATIVE. J m O • 6.FLOW SWITCH,BRONZE,PADDLE STYLE,NON-ADJUSTABLE,100 15.MAIN SYSTEM POWER CONDUIT. V RAINBIRD 812-SAM-PRS-12Q POP-UP SPRAY HEAD 10-II' 25 .60 524 : 0.!..1 U N :; PSi RATED. IS. IRRIGATION CONTROLLER SIGNAL CONDUIT. 6. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE 4' RAINBIRO 812-SAM-PRS-12T POP-UP SPRAY HEAD 10-11' 25 .80 524 , r- U 1.TYPE 'L"COPPER, 4 INCH. MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS At EACH POINT OF CONNECTION. THE v RAINBIRD 812-SAM-PRS-12H POP-UP SPRAY HEAD 10-11' 25 IZO 524 ;; (4)„ �N " INE 500STER PUMPIRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO EACH CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL v RAINBIRD -A-88-PRS-SF SPRAY NOZZLE ON RISER 3-5' 25 21 525 BARRETT ENGINEERED PUMPS PRESSURE READiNG AT THE IRRIGATION POINT OF CONNECTION OT THE OWNER'S AUTHORIZED v RAINSIRD -A-88-PRS-SH SPRAY NOZZLE ON RISER6-1' 25 .41 525 : REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START v RAINBIRD -A-S5-PRS-8F SPRAY NOZZLE ON RISER 6-1' 25 .82 525 EE005TER PUMP SYSTEM DESIGN PARAMETERS. OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY v RAINBIRD -A-SS-PRS-1044 SPRAY NOZZLE ON RISER 8-5' 25 .12 525 REVISION NECESSARY 1 SYSTEM DESIGN PARAMETERS - POC •1 v RAINBIRD -A-8S-PRS-10F SPRAY NOZZLE ON RISER 8-5' 25 1.44 525 1. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS + RAINBIRD -A-85-PRS-120 SPRAY NOZZLE ON RiSER 10-11' 25 .60 525 System Model Number: BEPC6I5A-1.5-2-4-PRV OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE v R41NBIRD A-85-PRS-12H SPRAY NOZZLE ON RISER 10-1i' 25 120 525 System Design Flow Rate: 218 GPM AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH v RAINBIRD -A-SS-PRS-12F SPRAY NOZZLE ON RISER 10-II' 25 240 525 t System Design Pressure: 95 PSI OBSTRUCTIONS OR DIFFERENCES SHOULD IMMEDIATELY SE BROUGHT TO THE ATTENTION OF THE System Piping Size 4 INCH OLINER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE - • Minimum Suction Pressure: 15 PSI IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. NOTE: INSTALL ALL SPRINKLERS ON RISER NEXT TO BUILDINGS AND WALLS A MINIMUM OF �.; , System Electrical Voltage: 480 VAC TWELVE (12) INCHES'AWAY FROM THE STRUCTURE. System Electrical Phase and Frequency: 3 PHASE 60 HZ 8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FiNiSH GRADE UNLESS OTHERWISE Pump Model Number C615AM-BF SPECIFIED. HUNTER I-25-ADS-4.0 POP-UP ROTOR 40' 40 3.8 522 Pump Capacity (GPM) 218 GPM 'a HUNTER I-20-6P-ADS-35 POP-UP ROTOR 38' 40 3.0 522 "" " Pump Total Head (Feet): 93 FEET S. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES Pump Horsepower: 1.5 HP FOR OPTIMUM COVERAGE AND TO PREVENT OVER SPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS U HUNTER �`-20-6P-ADS-2.0 POP-UP ROTOR 34' 40 18 522 V 1:: Pump RPM: 3500 RPM SHALL INCLUDE USE OF RAIN-BIRD PRESSURE COMPENSATING SCREENS "PCS", SELECTING THE BEST j'j HUNTER 11-20-6P-ADS-1.0 POP-UP ROTOR 31' 40 1A 522 ""4. System Full Load Amperage: 10 AMPS DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT HUNTER 1-20-6P-ADS-.155R POP-UP ROTOR 24' 40 0.68 522 Q EACH REMOTE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. BOOSTER PUMP ASSEMBLY: 0 HUNTER `-40-365-40 POP-UP ROTOR 46' 40 1.0 522 Z :..... `10. 120 YAG POWER SOURCE FDR THE CONTROLLER SHALL BE PROVIDED UNDER THE ELECTRICAL p HUNTER �I-20-6P-369-8.0 POP-UP ROTOR 41' 40 6A 522 °SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION ® HUNTER 1i-20-6P-36S-3.5 POP-UP ROTOR 38' 40 3.0 522. 1.1 Simplex water pressure booster system as designed and fabricated by Barrett Engineered Pumps. CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL WM,The system shall be a completely prefabricated system with pump, piping, electrical and structural MAKE THE FINAL CONNECTION FORM THE ELECTRICAL SOURCE TO THE CONTROLLER 0 HUNTER 1-20-6P-36S-2.0 POP-UP ROTOR34' 40 is 522 elements. El HUNTER 1-20-6P-36S-LO POP-UP ROTOR 31' 40 1.0 522 *r 11. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL SE INSTALLED IN SEPARATE 0 SUPERIOR 950 SERIES DW ELECTRIC CONTROL VALVE 511 .'° 12 Pump shall be single stage end suction close coupled centrifugal, cast iron bronze fitted SLEEVES. MAIN LINE SLEEVE SIZE SHALL BEA MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO N construction, equipped with mechanical shaft seal, back pullout design. Impeller shall either be keyed BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF 0 1?AINBiRD 33DLRG QUICK COUPLING VALVE 521 and locked to the shaft with a hex head impeller nut and washer. Pump shaft shall either be high WIRES UNDER PAVING. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE N NIBCO T-590-Y ISOLATION BALL VALVE 519 ,, moo N strength S.A.E. 1045 carbon steel protected in the stuffing box area by a replaceable bronze shaft IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE W LEMCO LMV SERIES SELF RESTRAINED RESILIENT WEDGE 519 t. M sleeve. Pump shall be directly coupled to a C-face electric motor. SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 1 GATE VALVE, LINE SiZE. i BERMAD '110-03-03-Y-I-A2-M ELECTRIC SONOID MASTER VALVE 510 4 511 iL.,_A r • 1.3 Electric motor shall be of the squirrel cage induction type suitable for full voltage starting. 12. ALL LATERAL LINE PIPING UNDER PAVING WITHOUT A SLEEVE SHALL BE PVC SCHEDULE 40 PiPE 0 Motor shall be ODP to aid in cooling. Electric motor shall be rated for continuous service. The DATA INDUSTRAL 1R-2208 FLOW SENSOR 510 motor shall have horsepower ratings such that the motor will carrythe maximumpossible load to be AND SHALL 8E INSTALLED PRIOR TO PAVING. © (A6 I0 g 0 TORO SENTINEL ES524-U2-MPEA1610K-O5i-VRA-MVA SATELLITE ASSEMBLY 505,506, 513 developed under the designed pumping conditions and not overload the motor beyond the 13. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS NO SUBSTITUTIONS OF SMALLER El TORO ESBM48/48-U2-186D-0131-VRA-MVA SATELLITE ASSEMBLY "00. Z g ' nameplate rating of the motor. Motor shall have a 1.15 service factor. The motor shall conform to the PIPE SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL REFER TO CONSTRUCTION NOTE BELOW. latest NEMA Standards for motor design and construction. DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID ;� ~ l;�i APPROVE RECTANGULAR PLASTIC SPLICE BOX 511 � IA Pum Control Panel shall have a NEMA 4Xplain front non-metallic enclosure withpadlock latches. REJECTION. CONTRACTOR SHALL RUN THREE (3)SPARE WIRES FROM THE p CONTROLLER TO EACH END OF THE MAiN LINE RUN. MAKE A LOOP includes power and control resetable thermal circuit breakers, heavy duty magnetic starter with 14. FINAL LOCATION OF THE AUTOMATIC CONTROLLER LOCATION SHALL BE APPROVED BY THE CITY'S FROM AN ADDITIONAL SIX FEET OF WIRE AND INSTALL THE LOOP adjustable overload protection, Hand-Off-Auto switch to select mode of operation, and heavy duty AUTHORIZED REPRESENTATIVE. INs1DE A 10" ROUND VALVE BOX. BRAND THE LID OF THE VALVE tL) numbered terminal strips for power and control wiring lead terminations. 50X WITH 2-INCH HIGH LETTERS "SW" FOR FUTURE IDENTIFICATION. Z Z 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB AND GROUND COVER AREAS SHALL ALL SPARE WIRES SHALL 15E A DIFFERENT COLOR FROM CONTROL ,. 15 Metal oxide varistor protected pump start relay(s) incorporated in panel to start pump with signal IBES. : BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD iS i-INCH ABOVE FiNISH GRADE. from each irrigation controller. u-o-c>,- APPROVE PVC so-140 IRRIGATION WIRE CONDUIT. 518 k ow< z16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THAT H APPROVED PVC SCH 40 IRRIGATION SLEEVE• 518 Q1:6 All system piping shall be type "L" copper. All fittings shall be copper or brass, with unions or THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURS. APPROVED PVC CL200 LATERAL LINE PiPE (SIZE AS NOTED) 515, 518 Vflanges to allow for system disassembly or major component removal. System shall incorporate an integral full pipe size bypass line with isolation valve to allow for pump removal and repair without 11. AFTER RECEIVING NOTIFICATION BY THE CITY'S AUTHORIZED REPRESENTATIVE, THE IRRIGATION - APPROVED PVC CL 200RT POTABLE SOURCE PRESSURE SUPPLY LINE 515, 518 disrupting water supply to system. FOR 4" DIAMETER AND LARGER Q CONTRACTOR, WiTHIN TEN (10) DAYS SHALL ADJUST ALL LAIN HEADS SO THAT THE TOP OF THE • SPRINKLER HEAD 15 114-INCH ABOVE FINISH GRADE. APPROVE PVC 315 POTABLE SOURCE PRESSURE SUPPLY LINE 515, 518 AMMO' 0• (� J 1.1 Isolation valves shall be all brass quarter turn ball valves with hard c#xome ball on lines 2" andFOR 2" THROUGH 3" DIAMETER Z Q less. Isolation valves shall be lug style butterfly valves with Buna-N elastomeric seats, ductile iron APPROVE PVC SCH 40 POTABLE SOURCE PRESSURE SUPPLY LINE 515 518 Ir... 1-- 18. ALL EQUIPMENT INSTALLED iN VALVE BOXES SHALL BE INSTALLED PER DETAIL DRAWINGS FOR 1 1/2" DIAMETER AND SMALLER � � >IN Q ;, �nickel coated disc, and stainless steel stem with handle and 10 position galvanized memory plate on WITHOUT CUTTING SiDE WALLS OF THE VALVE BOX. CUT VALVE BOXES WILL BE REPLACED WITH NEW - Ulines 21/2" and greater. VALVE BOXES AS INSPECTED BY THE OWNERS AUTHORIZED REPRESENTATIVE AT THE CONTRACTOR'S • RAINBIRD 1402 BUBBLER ON RISER 2' 20 .50 526 W iS Gauges shall be 21/2" diameter face, glycerin filled with stainless casing and brass internals. OLIN EXPENSE. i 111P BARRET SEE NOTES N-LINE BOOSTER PUMP ASSEBLY A 0 Q Q15. THE CONTRACTOR SHALL RUN THREE (3) SPARE WIRES AND ONE (1) COMMON WIRE FROM THE y er CC U l� 01.9 Flow activated paddle style magnetically coupled flow switch, sensitive to flows as low as 1 fps, CONTROLLER TO EACH END OF THE MAIN LINE. HIS SHALL EXTEND THE GROUPING OF WIRE 10', MAKING CpNTROLLER VALINE CALL-OUT 0mountedon piping and interconnected to time delay relay to shut down pump on no-flow conditions, % A COIL TO FIT INSIDE A RECTANGULAR PULL SOX. LABEL THE LiD OF THE PULL BOX 'SW'. -., time delay relay adjustable from 0 to 5 minutes. GALLONS PER MINUTE O1.10 Pump system shall be mounted on a structural aluminum skid with mounting flanges on front and back20. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS I' SI JOB NUMBERPER MANUFACTURER S RECOMMENDATIONS AND SPECIFICATIONS. • CIE-426.11 Nto allow for mounting of skid to concrete pad. Skid equipped with pipe support on suction and O CONTROLLER STATION NUMBER• discharge piping. All nuts and bolts and washers to be heavy zinc coated steel on skid and piping. 21. ADV. (ANTI DRAIN VALVE) UNITS AS SHOWN IN THE DETAIL DRAWINGS ARE FOR TYPICAL • LoSkid shall include mounting hardware for integral aluminum enclosure. �1 PRINCIPAL IN CHARGE OINSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR t0 INSTALLATION THE CONTROL VALVE SIZE1.11 the s stern enclosure shall be vandal and weather resistant, marine rade aluminum silo 5052-4432 CONTRACTOR SHALL VERIFY WITH THE ON SITE GRADES iF THERE IS AN ELEVATION DIFFERENCE OF BOB BORTHWICKy g y 24" OF MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV. SHALL BEconstruction with rectangular punchouts for viewing and heat dissipation. The enclosure shall be low INSTALLED PER DETAIL DRAWING. MI PROJECT MANAGERprofile hinged top design with padlock provision. The cover shall be secured to the concrete pad IRRIGATION NST UGTION NOT S (co ote canon ark):with stainless steel hardware. HYDRAULIC CALCULATIONS 22. THE CONTRACTOR SHALL ALLOW FOR A ASSORTMENT OF VARIABLE ADJUSTABLE NOZZLES (VAN) I I �11 R y y p KIRK KELLER WTO BE INSTALLED IN AREAS WHERE STANDARD PATTERN NOZZLES ARE NOT APPLICABLE. POINT OF CONNCTION TO THE EXISTING BACKFLOW PREVENTION DEVICE PROVIDE UNDER = 1.12 Pump Assembly shall include the following option(s) WATER METER *: A/B SIZE: 4" Q SEPARATE CONTRACT. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND SIZE OF THE SHEET TITLE 0 •(PRY) Where specified by the System Design Parameters, a hydraulically controlled, diaphragm 23. REFER t0 SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. WATER METER,dND B�ICKFLOW IN THE FiELD. REFER TO THE CIVIL DRAWINGS FOR ADDITIONAL Z actuated pressure-regulating valve, cast iron bronze trim with epoxy-coated body, equipped with INFORMATION. DOWNS AM OF THE BACKFLOW PREVENTION DEVICE INSTALL A LINE SIZE LEEMCD H.GL: 1868 FEET LMV SERIES GATE VA THEN RUN A 6" PVC CLASS 315 t0 THE BERMAD MODEL IRRIGATION flow clean strainer option. valve to provide constant downstream pressure regardless of pump 24. "HEAT BRAND" THE TOPS OF THE VALVE SOX LIDS WITH THE APPROPRIATE IDENTIFICATION. 110-03-o3-Yi1-42 M °WALLY CLOSED MASTER VALVE,THEN TO THE 3" DATA INDUSTRIAL FLOW pELEVATION: 1693A1 FEEL �bjdischarge pressure. STATIC PRESSURE: 15.14 PSI REFER TO THE IRRIGATION SPECIFICATIONS. SENSOR THEN T THE J'SYSTEM AS NOTED ON THE DRAWINGS. THE SYSTEM HAS BEEN DESIGNED LEGEND & NOTES : REMOTE CONTROL VALVE: 8-81 39.8 GPM FORA MAXI FL OF 2162 GPM ATA MINIMUM OPERATING PRESSURE OF 80.0 PSI FROM THE• 1.13 The services of a factory representative or trained service professional shall be made available DISCHARGE 3I E'OF HE BACKFLOW PREVENTION DEVICE. INSTALL THE FLOW SENSOR PER THE OMAXIMUM DEMAND: A-5, B-20, B-38, 2162 GPM 25, TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR t0 M SCALE on the job site to check installation and perform the startup and instruct operating personnel. A MANUFACTURERS RE • 1 a •ATIONS. Mstartup report containing voltage and amperage readings, suction and discharge pressure readings, 8-61, 8-14 TRENCHING FOR PIPE. I NOE estimated flow conditions, and general operating characteristics shall be submitted to the Owner. PRESSURE CALCULATION WORK SHEET: 11 PROVIDE AND INSTAL ONE (1)TORO SENTINEL MODEL ESB24-U2-MPEA1610K-OBi-VRA 'A' ' g p g LEEMCO NOTES FOR MAINLINE �' DIAMETER AND LARGER 0 SATELLITE ASSEMS1 AND ONE(1)TORO SENTINEL MODEL ESBM48/48-U2-185D-0151-VRA B SATELLITE ASSET' BL 1 IN THE LOCATION APPROVED BY THE CiTY OF FONTANA'S AUTHORIZED ill REVISIONS 1.14 Four sets of operating and maintenance manuals shall be provided to the City after startup and FLOW SENSOR 15 - REPRESENTATIVE. 12*VAC POWER FOR THE CONTROLLER TO BE PROVIDED AND INSTALLED BY •- - shall include parts manuals for major components, performance curve for pump, general sequence of BALL VALVE: 15 FOR ALL BELL AND GASKET MAINLINE PIPE, USE LEEMCO JOINT Rf_STRAiNTS. USE LEEMCO PIPE OTHERS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE 120VAC POWER FROM THE ?OS ' operation, and electrical schematic for control panel GATE VALVE: 15 RESTRAINTS ON ALL FITTINGS At DIRECTIONAL CHANGES IN PiPE AND AT ALL COUPLINGS WITHIN 50 FEET SOURCE To THE SATE_LITE ASSEMBLY AND MAKE THE FINAL HOOK-UP. ALL 120VAC POWER WIRING ,� Coe . PLAN CHECKCORRECTiONs/ U OF THE DIRECTIONAL CHANGE. USE LEEMCO PIPE RESTRAINTS AN PUSH-ON FITTINGS TO CONNECT SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THE LANDSCAPE . ,+ .. , Q CLIENT REVISIONS MASTER VALVE: 11.0 ISOLATION VALVES, REMOTE CONTROL VALVES AND QUICK COUPLING VALVES TO MAIN LINE PIPE. SIZE OF CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE CONTROL WIRES TO THE SATELLITE TERMINAL N ;,v< A% A,i, `ve, 111 MAIN LINE PIPE: 4.0 ;,s, .� �,,j PLAN CHECK CORRECTIONSI REMOTE CONTROL VALVE: 2.1 RESTRAINT TO BE AS PER PIPE AND FITTINGS USED AS FOLLOWS: THE SEQUENCE NOTED ON THE DRAWINGS. ANY DEVIATIONS SHALL SE NOTED ON THE AS-BUILT , ,� �‘le c---;, 22 4110/06 0 SLEEVE AND CONDUIT SGI�EDU' RECORD D1aAWNG3. ,c...7:�, y - FITTINGS (10% OF I OSS) NOTE: THE S B'E'M H LATERAL LINE PIPE: 35 LPP SERIES RESTRAINTS FOR BELL AND GASKET JOINTS , Z ALL SLEEVES FOR PRESSURE SUPPLY LINE AND LATERAL LINE PIPE SHALL BE A MINIMUM TWICE THE Fin L 2b LH SERIES RESTRAINTS FOR PVC PIPE t0 DUCTILE IRON PUSH-ON FITTINGS � eS BEEN DESIGNED TO OPERATE A MAXIMUM OF FiVE (5)STATIONS � � ,,,,,,.,,,, ® �-�•�,•-s"'� �� - NOMINAL SIZE OF THE PIPE WITHIN. ELEVATION DIFFERENTIAL: 11_1 'LG' SERIES RESTRAINTS FOR BUTTERFLY AND GATE VALVES SIMELTANEoMULTiFRo"1 BOTH CONTROLLERS A AND S. CONTROLLERS A AND B SHALL . ��► T!- I a TOTAL SYSTEM LOSSES: 40.0 OPERATE SIMULTANEOUSLY. A MAXIMUM OF ONE (I)STATION STATION SHALL OPERATE ON .2-:t----71.774v A,2-Pre.. -s-0-141,414.771t--(401::..,,„>,.. . - CONTROLLER 'A'.I, CONTROLLER 'B' SHALL OPERATE FOUR (4)MAXIMUM STATIONS SIMULTANEOUSLY. t" " SLEEVE MATERIAL: FITTINGS ON BELL END MAINLINE PIPE SHALL BE LEEMCO DEEP, SLANT BELL DUCTILE IRON FITTING. CONTROLLER '$' HAS BEEN DiViDED INTO FOUR GROUPS ONE (I)STATION SHALL BE SCHEDULED "�'j C TO OPERATE PE GROUP AS FOLLOWS: REQUIRED HEAD PRESSURE:. 40.00 o PVC SCH 40 FOR 1" THROUGH 2 1/2" PRESSURE SUPPLY LINE PiPE. TOTAL SYSTEM REQUIREMENTS: 60.00 CONTRACTOR SHALL PROVIDE THE PROPER LEEMCO SERVICE LINE TEE TO ADAPT THE REMOTE CONTROL �, Or Eli o PVC SCH 40 SLEEVE FOR 3" AND LARGER DIAMETER PRESSURE SUPPLY LINE PIPE STATIC PRESSURE: 75:14 VALVE AND QUICK COUPLING VALVE RISER FROM THE MAINLINE PIPE. ( FOR PIPES 4" DIAMETER AND GROUP .1 WILL 11�r�`LUt E STATIONS *1 TO STATION "22, a o PVC SCH 40 FOR ALL LATERAL LINE PIPE. RESIDUAL WATER PRESSURE: -4.26 LARGER ONLY) GROUP «2 WILL CLUdE STATIONS r13 TO STATION 158 HOLD HARMLESS&INDEMi�IFICATION CLAUSE CONTRACTOR SHALL PROVIDE A TORQUE WRENCH t0 PROPERLY TIGHTEN THE NUTS ON THE LEEMCO GROUP "3 WILL NCLU E STATIONS r39 TO STATION +'61 CONDUIT SIZE AND MATERIAL: NOTE: PRESSURE LOSSES HAVE BEEN CALCULATED " E STATIONS *62 TO STATION X82. CONTRACTOR TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE GROUP 4 WILL INGLu RESTRAINT SYSTEMS. CONTACT STEVEN KIM At GENTILE 4 ASSOCIATES (PHONE: 951-461-0942) SHALL BE CONDITIONS DURING THE COURSE, OF CUNSTRU't• oN OF THIS ! FROM THE DISCHARGE SIDE OF THE BACKFLOW EXAMPLE: SEL -CT STATION MAXiMUM PER GROUP TO OPERATE. PROJECT,INCLUDING SAFEr/OF ALL PERSONS ANL)PROPERTY;TILAT Q • " PREVENTION DEVICE. ALLOW FOR ADDITIONAL INVITED TO THE PRE JOB MEETING TO ANSWER QUESTIONS AND TO PROVIDE ASSISTANCE WITH THE W o ONE 2 DIA PVC SCH 40 CONDUIT FOR UP TO 20 sl4 LOW VOLTAGE WIRES. THE FIRST STAT ONS T OPERATE WiLL BE 1,23, 39, 62. THIS REQUIREMENT SHALL APPLY 40I�TINt OUSLY AVD NOT BE o ONE 4" DIA PVC SCH 40 CONDUIT FOR 2i AND UP TO 40 '14 LOW VOLTAGE WIRES INSTALLATION METHODS OF THE LEEMCO JOINT RESTRAINT SYSTEM. FOLLOWED SY 2,24, O, 63),ETC_ LIMITED TO NORMAL 1VORKING HOURS,AND THAT THE.CONTRACTOR j LOSSES THROUGH THE WATER METER AND BACKFLOW SHALL DEFEND,INDEMNIFY,AND HOLD THE OWNF:R+DEVF,LOPER.THE i Q LiJ o ONE 3/4" PVC 5CH 40 CONDUIT FOR FLOW SENSING CABLE. PREVENTION DEVICE. REFER TO THE CIVIL RUN VALVES B- 5-84 FOR THE ACCESS ROAD Al' THE COUNTY OF LOCAL JURISDICTION AND THE LANDSCAPE DESIGNER ee o ONE 3/4" PVC SCH 40 CONDUIT FOR MASTER VALVE WIRE. ENGINEER'S DRAWINGS FOR THE THE SIZE ANDEND OF THE �iY EM As REQUIRED. ,,'. CONNECTION FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN ( A LOCATION OF THE WATER METER AND THE BACKFLOW CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE Z NOTE: FLOW SENSING CABLE AND MASTER VALVE WIRES SHALL BE INSTALLED IN THEIR OWN CONDUIT PREVENTION DEVICE. OWNER/DEVLLOPER, COUNTY OF LOCAL IURISDIC'11ON AND THE SEPARATE AND APART FROM ALL OTHER WIRES. LANDSCAPE DESIGNER. i47( II • oo tkCITY OF FONTANA SHEET w 0 COYOTE CANYON S , 1 Rms2 DESIGNED BY: PARK SITE LA DSCAPE PLANS DATE: a CHECKEQ ✓ Al- :P OVEO BY: LATE DRAWING NO.: LO # 11152 0 Z 4078 , 9J4CTIY EG0870 1