Loading...
HomeMy WebLinkAboutC6.2_Pressure Irrigation Pump Station Q D U Q C PUMP STATION NOTES: 1) ALL CONSTRUCTION SHALL BE COMPLETED IN CONFORMANCE WITH IDAHO STANDARDS FOR PUBLIC e ® 8b 8e o WORKS CONSTRUCTION (ISPWC) AND ANY OTHER PLUMBING OR ELECTRICAL CODES THAT MAY BE _ w APPLICABLE. 8 Z 2) THE PUMP STATION WILL BE OWNED AND MAINTAINED BY THE ARTISAN VICTORY MARKET HOMEOWNERS' ASSOCIATION. 3 8f L 3) THE PUMP CONTROL PANEL SHALL BE CONSTRUCTED TO NEMA 3R STANDARDS AND COMPONENTS Z SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING FEATURES: DISCONNECT SWITCH, OVERCURRENT PROTECTION, THERMAL OVERLOAD, LINE SIDE POWER MONITORING, DC CHOKE, LIGHTNING AND SURGE PROTECTION, HIGH DISCHARGE PRESSURE SWITCH, LOW WATER SHUTDOWN. 8c ■� a THE COMPLETED ELECTRICAL SYSTEM SHALL BE A COMPLETE AND OPERATIONAL COMPONENT OF O — THE PUMPING SYSTEM. THE ELECTRICAL SYSTEM SHALL ALSO INCLUDE A 110 V, 30 AMP 16 = C3 w CONVENIENCE OUTLET AND NECESSARY TRANSFORMER. QQ W Z 4) THE IRRIGATION PUMP CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THREE-PHASE PROVIDE PIPE SUPPORTS 14 ai POWER SOURCE. AS NECESSARY W LLJ a. THE PUMP STATION SHALL DELIVER A MINIMUM OF 120 GPM AT 160 TDH AND OPERATE WITH A VFD yj VARIABLE FREQUENCY DRIVE WITH A NORMAL PRESSURE OF 60 psi. THE VFD FINISHED TOP .5 WET WELL Z P GRADE 2682.50 'M Z SHALL BE AN ABB ACS600, OR APPROVED EQUAL. b. A JOCKEY PUMP SHALL BE SIZED TO PROVIDE FLOWS BELOW THE �- 00 OPERATING RANGE OF THE VFD PUMP IF DETERMINED TO BE NECESSARY BY THE PUMP SUPPLIER. 8c W � 0 5) PUMP CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER AN OPERATION AND MAINTENANCE ui MANUAL FOR THE PUMPS, CONTROL PANEL, AND ALL PUMP STATION APPURTENANCES. THE > - rn OPERATION AND MAINTENANCE MANUAL SHALL INCLUDE SERIAL NUMBERS OF ALL PUMP STATION 0 w COMPONENTS. z 6) PUMP CONTRACTOR SHALL START UP, SHUT DOWN, AND WARRANTY PUMP STATION THROUGH THE FIRST FULL IRRIGATION SEASON. START UP AND SHUT DOWN PROCEDURES SHALL ALSO BE _ INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL. M 7) PUMP CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PUMP CONFIGURATION AND PLUMBING TO BE 2680.50 0 o S�pNAL FN USED TO ENGINEER OF RECORD PRIOR TO ORDERING PARTS. WATER LINE = J 5 G\STF ci7, 8) CONTRACTOR TO PROVIDE AN ENCLOSURE OVER PUMP STATION HARDWARE AND CONTROLS. TO ENCLOSURE TYPE AND MATERIALS TO BE APPROVED BY OWNER. Pu RRTSYSTEME 2 O = O 10/16/2023 9) CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. BY DEVELOPER. WET WELL CAN BE SHALLOWED W/ 17882 10) POWER SHALL BE 3 PHASE WITH 480 VOLTS. u VERIFICATION OF PROPER DEPTH FOR UJ 11) CONTRACTOR TO VERIFY THAT ALL COMPONENTS WILL BE ADEQUATE FOR REQUIRED FLOW RATE OF 120 GPM AT PUMP PUMP TYPE BY PUMP SUPPLIER. 9 P STATION BUILDOUT. TF \0 4" FLG x MJ ADAPTER Q �F�/N SFC�pX� 4" VALVE.. SERVES AS DEMARCATION VALVE TO PRIVATE P-IRR SYSTEM WET WELL DESIGN-BUILD BY DEVELOPER. RPBPA CHECKED BY: TO BE PLUMBED INTO SYSTEM SECTION VIEW N DAVID A. BAILEY P.E. DOWNSTREAM OF VALVE. NOT TO SCALE w PIPE MUST BE SUBMERGED DURING 15 LF 12" D.I ® 2.00% DRAWN BY: LEGEND N OPERATION. FROM SCREEN BOX KSC 1 . 4'x8' SKID (Drylac powder coated) 12" FLEX 2. 4" DISCHARGE — f3—FT 10 11 COUPLER 3. 4" GEAR OPERATED BUTTERFLY VALVE 48" WET WELL 4. 4" AMIAD SAF 3000 AUTOMATIC SUCTION SCANNER FILTER } /12" D.I. FROM W/ BYPASS AND 200 MICRON FILTRATION v SCREENBOX [ROUTE 2" PE FLUSH LINE TO SCREEN BOX (DS SIDE OF CHECK BOARDS] 12 INVERT: 2677.03 5. 4" D.I. 90° ELBOW (FLG) 6. 4" CHECK VALVE 7. 4" PRESSURE RELIEF VALVE SCREEN BOTTOM z 8. 4" MAIN PUMP DISCHARGE 2668.50 0 a. 4" MANIFOLD b. 4" GEAR OP. BFV `V y c. 4 SPOOL � �` •��i'M,•is��f�A�``�.x�' �•�{,r;�::x;^�r: sir;:z:�(:�v"�'•:�s.^ %y��t{�;��wy��j,�{,� 6 MINIMUM 3 4 � f7 ^4:!;.,,,c� .,r,:.,>,+,'s ai!+:Srt:t:..:�3[:+iyil SbF:�t '�:..Sl:?L6'„.'•alr�::.'•:s6:A:•tKC!l+T;.•�'+�.!� / � MINUS AGGREGATE d. 4" SILENT CHECK VALVE e. AIR RELIEF w a f. MOUNTING BOLTS PUMP SUPPLIER SHALL N o VERIFY WET E 9. LIFTING HOOK DEPTH AND DIAMETER IS w d 10. 48" WET WELL (VERIFY DEPTH). ADEQUATE Z 11 . SUBMERSIBLE TURBINE PUMP (MIN 120 GPM © 160 TDH) 10 a FOR PUMP OPERATION [NOTE: SUBMERSIBLE TURBINE PUMP SHOWN. VERTICAL TURBINE Z PUMP(S) ARE AN ACCEPTABLE ALTERNATIVE SO LONG AS 120 GPM 14 O 160 TDH IS PROVIDED]. PUMP SUPPLIER TO VERIFY WET WELL DEPTH PRIOR TO ORDERING MATERIALS FOR WET WELL OR PUMP COORDINATE W z EQUIPMENT. SKID/ENCLOSURE WITH 13 1 W118 12. JOCKEY PUMP [IF DETERMINED TO BE NECESSARY BY PUMP SUPPLIER] DEVELOPER. 13. 1/2" COUPLER 7 O Q 14. ACCESS HATCH (W/STEPS PER ISPWC SD-509) 12 W 15. 1 " HALF COUPLER 16. 1/4" HALF COUPLER 17. UL LISTED NEMA 4 VFD CONTROL PANEL W/ IEEE 519 PUMP STATION 18 HARMONIC FILTER PLAN VIEW 18. 3/4" HALF COUPLER (AIR RELIEF) NOT TO SCALE r1 NOTE: REFER TO SHOP DRAWINGS I..L PROVIDED BY PUMP SUPPLIER 0 5 8c8 0 15 I..L I j 12" GIRR OUT AMIAD BLOW OFF. L 7 I , I o ems. O J� Ocn L 3" DIA HOLE IN BOX r INV: 2681.00 ' (FILTER FLUSH LINE) 0 /r 1 ' W 2" NOTCHES FOR CHECK BOARDS. v SEE DETAIL THIS SHEET. / _�_TN 3" DIA HOLE IN BOX o INV: 2678.00 J wrn (CLEMONS LINE) U'- oo D z 1P o o —28.8" 2.00' O NOTE: W TOP OF GRATE ELEV ALL IRRIGATION BOXES ARE TO BE REDUCER I N SEE PLAN PRECAST OR CAST-IN-PLACE PER ISPWC ATTACH GRATE SECURELY 6"lL SD-619. 0 0.50' TO CONCRETE RIM �e �oNs cw400 FOR ELEVATIONS SEE PROFILE AND PLAN SCREEN W/ 6" 6.00' THIS SHEET r n FLG CONN. CONCRETE ,WALL .. . �2 �� GRATE TO BE EXPANDED STEEL W/ MIN 4 V) ll o ,\\\ \�\\ VARIES LBS/S.F. PER ISPWC SD-610 W/ HINGED, %- LOCKABLE ACCESS LIDS WITH CLEAR O o `b PIPE SIZE & 1 SUMP Ld ACCESS FOR BOX USE & MAINTENANCE. 12" GIRR IN MATERIAL PER PLAN UNLESS OTHERWISE 2%2" NOTCH FOR SPECIFIED P1 2"X6' BOARDS IRRIGATION PIPE 6" L.L INV. ELEV. SEE PLAN - DATE: 10-13-2023 REINFORCE W/ PROJECT: SCREEN BOX o c.BARSEAC WAY" SEE DETAIL TYP. IRRIGATION s BOX PROFILE PLAN VIEW NOTCHES FOR CHECK BOARDS c2o21-OSHEET NOT TO SCALE NOT TO SCALE i-1-1 \-I- \I,- -1-1 1 6o2