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Home My WebLink About2880-12C.K. ALLEN Jr. Job # PSTRUCTURAL ENG/NEER Date: 1967 ROSEMARY PLACE Designed by: COSTA MESA, CA 92627 (7141548-7144 Sheet )g---- — STRUCTURAL VILCULRTION AND SKETCH FOUNDRTION FOR 12' LIGHT POLE ,COUNTRY CLUB ESTATES PARK SITE _ innc� 15s_5Z - I UNTHNng CH F I ESTR DEVELOPMENT -s -------i- 14785M` —UILLgGE ORIUE——-----— FONTNNq, CA 92337 fiRCHITECTURE 27B NEWPORT- CENTER'EORI"'o�'l SUITE 150 OF CA NEWPORT BERCH CH 92668 U010E__- (714).---719-0880-- (714) 719-0870 '✓ '"to 3 F,'4U LO I N(c�o VAN P,4 L I A -I.lJM11JAI !ZE _. fZ MF=G�fz, IRRI^-4TION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY, F. Pressure regulating valves shall be a flanged, combination pressure regulating and non - ALL', RINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS slam check valve, fusion bonded epoxy coating interior and exterior. I i and bolts to PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. be Grade 51316 stainless steel. ADV (ANTI DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY. AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL G. Pump control panels shall be 14 gauge, Type 304 stainless steel with contin uouely VERIFY WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE welded seams, door with continuous hinge, #4 finish on five sides, with aN welds BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER passivated to eliminate corrosion, UL listed, Nems 3R enclosure, deacdfront, key lockable THE DETAIL. and padlocksble, with main disconnect switch, motor circuit protector with adjustable CONTRACTOR SHALL CONTACT CITY ENGINEERING DIVISION LANDSCAPE INSPECTOR, 48 HOURS PRIOR overloads on all legs and adjustable inrush current trip setting, heavy duty contactor, TO DESIRED INSPECTION OF AN ITEM AT EXTENSION (909) 350-6633. 115V control circuit transformer with circuit breaker disconnect, fused primary, HOA REFER TO IRRIGATION SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. selector switch, terminal strip for remote wiring leads, an adjustable time delay relay INSTALLATION OF ALL IRRIGATION EQUIPMENT IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO 'OFF" to prevent pump quick -cycling as valve stations open and close, an adjustable SECTIONS 308 AND 212 OF THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION time delay relay *ON* to operate in conjunction with a flow switch. and a plug-in module LATEST EDITION' AND THE CITY OF FONTANA PARK PLANNING AND LANDSCAPE DEVELOPMENT type PSP start relay to alert and stop the pump system. An individual pump start relay shall be furnished and installed by the panel manufacturer SECTION, ENGINEERING DIVISION LANDSCAPE CONSTRUCTION STANDARD DETAILS _ _ for each irrigation controller, to electrically isolate the controllers from each other. If a evi S! tj *A�00 POW RUM ujb master valve is used on the project, an extra relay shall be included. �'� Panel shall have holes in bottom of panel as required to allow for all inlet and outlet wiring AND COMPONENTS ' IN-) for main power and control accessories. Stainless steel louvers shall be included on 14m �� V1�� f • opposite sides of the panel for cross ventilation, and shah include insect screens. A. Provide a automatic 'on-off' pumping system in accordance with the contract t� � Louvers shah be stamped out integrally with the enclosure. documents and all ordinances and codes governing the type of work. Pump shall be H Fusion bonded epoxy coating. Coating process to be Scolchkote e1134, with a minimum operational through the irrigation controllers as well as manually from a starter panel. B. Booster pump system shah be a CONSTANTFLO $AeAet:a:�tX}HP$iP-4�Il:D�• of 10-12 mils thickness.Coating process shall be properly alloyed to the interior and exterior of pumps, pressure CDEFKGHIKMX, factory prepiped and prewired and mounted on a steel base hot dipped galvanized after fabrication, with a capacity of 200 GPM at 81' TDH, (35 LBS. boost) regulating valves, check valves, butterfly valves and handles. exclusive of pressure drop through the prefabricated system. Spray on or brush on coatings are not acceptable. Coating processor to provide certificat+on to verity specifications have been completed. Pumps shah be horizontally mounted end suction close coupled. bronze fitted construction, with bronze impeller and wear rings, bronze shaft sleeve, mechanical seal I- Nuts aril bolts: All nuts and boles used in construction of the pump system and the sheet metal enclosure shall be 316 stainless steel. Plated nuts and bolts are not acceptable. • with ni-resist seat, integral flanged suction and discharge connections, keyed motor shalt, back -out t J. Sheet metal enclosure shall be minimum i 6 gauge galvanized sheet metal. Legs and pull ype, with centerline discharge for automatic venting. Pump volute. rails, or other structural support, shall be minimum 1-1/4` x 1/80 angle iron, hot dipped backplate and motor bracket shall be protected with -fusion bonded epoxy coating on the galvanized, or 3116" aluminum angle. interior and exterior, and oven cured. Impeller bolts, nuts, washers. etc., shall be AN nuts and bolts to be 316 stainless steel, with 316 stainless steel lock washers. minimum Grade 5/316 stainless steel. ' Mounting feet to be chrome plated angle, attached to legs, and bolted to steel skid. C. Motors shall be 1,750 RPM. 10.0 HP. 460 Volts, 3' Phase and shall be non -overloading on the foil range of the impeller curve without else of service factor. Single phase motors For high security areas the trout mounting feel shall be attached to the skid with 316 stainless steel padlock hasps. shah be TEFC with a 1.15 service factor through 10 HP. Three phase motors shall be TEFC with a minimum 1.25 service factor through 30 HP, a removable access service Panel shall be included on the full length of one side of the and a minimum 1.15 service factor over 30 HP. Threaded motor shafts and 56C frame enclosure' motors are not acceptable. A 200V-3 phase specially wound motor shall be used on a The enclosure shah be the TILT -UP style, for full access to the entire pump system. It h to 208V•3 phase power. shall capable of laying back in a 180 degree horizontal position. Nate: Contractor to verily voltage / phase available prior to ordering pump equipment Insp alisclin lues shah be included at piping entrances to minimize openings available to Steel skid base shall be minimum 3' welled angle iron or channel, hot dipped galvanized vandalism. after fabrication. Heavier gauge construction s6N be used as required to support the Plain steel enclosures with epoxy coatings are not acceptable. Welding is not equipment accept". installed. Skid base to have full width angle iron brackets at each end • of the skid, with minimum 9/16' holes each corner for boiling to concrete with galvanized X• Electrical Contractor shah provide all labor and materiel for main power to the pump panel, and for the 115V power between pump panel and irrigation controller (not for anchors• powering the controller). When the controller activates, N shall provide a 24 VAC signal Piping and fittings shall be fla spools of schedule 40 steel and class 150 weld to close the dry contacts of the relay unit to the magnetic starter coil, energizing the flanges, hot dipped galvanized after fabrication. Spacer spools shall also be welded spools J. and galvanized. Threaded fittings are not acceptable. Companion flanges at pump motor' suction and discharge header connections shag be class 150 steel flanges, galvanized. L. Painting: Entire pump unit to be factory finished with two (2) coats of green Rustoleum, factory enamel finish. Where external brass piping is connected to the pump system, a galvanized pipe nipple M Testing: pump unit to be hydrostatically tested at 100 PSIG prior to shipment of pump hah sbe installed in the header companion flanges and connected to the external brass station Piping with dielectric unions, or by use of dielectric flanges. AN nuts, bolts. washers. pkigs and bushings used in the assembly of the prefabricated N. Field pump systems ars not acceptable. Pump station shall be 316 stainless steel. O. Start Up: The services of a factory representative. shall be made available on the job site D. Gauges shall be 2-1/2' diameter, liquid filled for vibration dampening, 0-2004 range, to check installation and perform the start -clip, and instruct operating personnel. A stainless steel casing, with brass needle valve shut-off cocks. All nipples and fittings to report of start-up data, inckxiing voltage and amperage readings, pressure gauge be minimurm 1/4' 303 stainless steel. readings, and general operating characteristics shad be subrtiitied to the Architect for E. Check valves and butterfly valves, inchxiing handles, shall be sandblasted and fusion record purposes. Three sets of operating and maintenance rmanuale and control panel bonded epoxy coated. AN nuts and bolts to be Grade 5/316 stainless steel. Shut-off wiring diagrams shall be provided to the Contractor. valves to be butterfly lug type, wafer style, drilled and tapped, with bronze disc, capable P. Substitutions: Requests for substitutions shall be submitted to the Architect in writing, Of remaining installed in piping. Handles shall be /0 position adjustable, with chrome allowing sufficient time for review of submittal data. When requesting substitutions, refer nienuory plate and 316 stainless steel nuts, bolts and washers. Check valves shall be to the 'SUBMITTAL REQUIREMENT LIST' to provide complete information for review. �I • ed' _ Whom ci d-wo i �innc SIO 9f111n1/Q/� �il9MI•i�� ww. iwnw iia +wr..•:...1 ....... ..L...11 L .. .........J1 .. 1 _ ! 1W i •� OF V SECT[Q,, No loopo I U�k L -=75A IQ., /4 r77M UOUsCONT I __—� OPTIONAL PUMP FEATURES (For optional pump components specified, see Model Number). 0- t V C.t9we- o Aue FW41tV tri61" A. Where 24V direct burial power cable is4tid between the pump panel and the sprinkler :CAIf: panel, and the distance exceeds 100'., a special low ampacky relay shall be included in - - the ' panel. i�R►P Pa► B. Whefe HIGH PRESSURE areas requiring pump operation, and LOW PRESSURE areas o�UJ which do not require pump operation, are both operating oh the same line, a separate V relay for each HIGH PRESSURE area shall be included in the pump panel to energize o w the pump whenever a HIGH PRESSURE valve station is operated by its appropriate timer in the sprinkler panel. The irrigation Contractor shag be responsible for the two �'_ 399 wires necessary from the terminals in the sprinkler panel to the designated terminals in QWhere the pump panel for each relay. the CONSTANTFLO system is connected to a PUMPED city main instead of a U reservoir tank, and may experience a wide range of suction pressures, a combination W pressure reducing and non -slam check valve shall be included in the CONSTANTFLO system. A sheet metal enclosure as indicated in the detail sheet shall be provided. complete with ventilation as required without need for fans, and finish painted with tow (2) coats of RUSTOLEUM factory enamel finish. AN components of the enclosure, including legs, feet and interior support rails shall be galvanized.. Enclosure shall be mounted on the steel skid base. 051 Limit Type flow switch with' 0-60 second adjustable time delay relay, mounted and wired on the pump panel, to operate as a NO -FLOW safety shut down. F. A PUMP START RELAY -of the plug-in module type shall be mounted and wired in the pump panel by the panel supplier. One relay for each controller. ju. Provide concrete base to receive the CONSTANTFLO. Type A-3,000 PSI pre -stressed concrete with rebar, with cad -plated anchors installed and steel skid base factory H mounted on the concrete base. , Noma 3R non-fused main disconnect switch, mounted on exterior of pump panel, and wired to panel circuit breaker. I. Low suction pressure cut-off switch and time detav relay. High suction pressure cut-off switch and time delay relay, to disconnect pump operation during prolonged high static pressure. High limit temperature cut-off, set at 135 degrees Fahrenheit, to disconnect pump operation due to no -flow and temperature build-up in pump volute. This option not being used at this time. Victaulic couplings at suction and discharge headers. Galvanized. Blow -off relief valve. Pipe to atmosphere or storm drain as indicated on plan. Reduced pressure bacldlow device included in pre -assembled, pump package. j,UlWaION SXsIEM SECT= 42810 PART 1 - GENERAL Foc.�n�0�4 Tnrnr .4--0A, vor_r- CITY OF FONTANA, CALIFORNIA 0RAV04 BY: V- :CAIf: OIESIM0 8r 'CHECKED BY: APPROVED BY: If: OWC NO: ' o�UJ ZOA CIN ENGINEER R.0 E. 25126 EXP OATE 12/31 A V �w .SHEET ►2 ode /Q File No.97*-1 If. _b") �288�' 12 of /y UJ V- e ve. o�UJ O. V ��U. o w 10 �'_ 399 4 Z U •� .SHEET ►2 ode /Q File No.97*-1 If. _b") �288�' 12 of /y UJ V- o�UJ O. V ��U. o w �'_ 399 4 Z U •� W .SHEET ►2 ode /Q File No.97*-1 If. _b") �288�' 12 of /y