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Home My WebLink About2289-7I ✓OINZ� - - AND EXIST CONTROLLER � F/� S iv1jr� ei�55 _ SPECIFICATIONS M�� 11"1VELECT SERVICE 1. BOOSTER PUMP SYSTEM SHALL BEA HYDROBOOSTMODEL IL BSP 50 P-4-2.0- EXIST. RPU. A, D. E, F. FACTORY PREPPED AND PREWIRED SYSTEM MOUNTED ON A STEEL NEW PUMP CUT ^� SKID BASE. SYSTEM SHALL HAVE A CAPACITY OF 65 G.P.M. AT 50 TDH. INTO EXIST. r EXIST BACKFLOW LINE '- - 1 CONDUIT WIRE SIZE AS 19- 11121 �u � UNIT /I REQUIRED BURIED MIN. .2. PUMP SHALL BE INLINE, CLOSE COUPLED CAST IRON/BRONZE FITTED, WITH C I 24° BETWEEN ELECT. Z COM. CAs3LE BRONZE IMPELLER AND WEAR RING, BRONZE SHAFT SLEEVE, MECHANICAL SEERF,VIICCEaPMP PANEL dl- 12! mom-(' SEAL SUCTION AND DISCHARGE TO BE FLANGED AND TOP PULL OUT TYPE ELECT r • FOR EASE OF MAINTENANCE. PANEL W(>� s/� 01= MowS�RIP t y�N 3. MOTOR SHALL BE 2 HORSEPOWE R, 1,750 R.P M. SINGLE PHASE 230 VOLT C•G• � AND NON -OVERLOADING. PLANT VIEW n 1 5? 19-28 e 4. PUMP START RELAY INCORPORATED IN PANEL SHALL START PUMP WITH SIGNAL FROM EACH CONTROLLER PRE- PACKAGED PUMP ASSEMBLY IM Q 5. PUMP ENCLOSURE SHALL BE A 16 GAUGE SHEET METAL ENCLOSURE AND �!" �„iX . _ SHALL BE PAINTED POWER -COATED GREEN, WITH HINGED, LOCKABLE DOOR. I? 6. FLOW SWITCH WITH 0 TO 60 SECOND TIME DELAY SHALL BE MOUNTED ON p d u / r N - e ' 18-3 51 SUCTION HEADER TO SHUT DOWN PUMP WHEN NO -FLOW CONDITION OCCURS. 2 / ACT VA L / 7. STEEL SKID BASE SHALL BE A MINIMUM 3 INCH WELDED ANGLE IRON OR 1< I�► e Q LIM I? c -e• e CHANNEL SKID BASE WITH ANGLE BRACKETS AT EACH END OF SKID, WITH ti I"'NM MINIMUM 9/16 INCH HOLES FOR BOLTING TO CONCRETE PAD, 6 INCH THICK CONNECT TO a I' PRESTRESSED WITH REBAR REINFORCING AND CAP PLATED ANCHORS TO I RECEIVE PUMP BASE. PROVIDE 6 INCH SAND BASE FOR PAD. / EXISTING CABLE I � -FINISH S. PIPING AND FITTINGS SHALL BE FLANGED CONSTRUCTION OF EITHER CAST 'RADE �� Q e r IRON OR SCHEDULE 40 STEEL PIPING SHALL INCORPORATE AN INTEGRAL I y/X SYSTEM BYPASS FOR PUMP ISOLATION AND REPAIR. SUCTION AND \ CONCRETE PAD ON DISCHARGE CONNECTIONS SHALL HAVE COMPANION FLANGES AND 5 6° SAND ` 1; DIELECTRIC JOINTS. ALL NUT AND BOLTS TO BE CAD PLATED. .Q \ ,�!�• 9. GAUGES SHALL BE 2-1/2 INCHES IN DIAMETER,LIQUID FILLED FOR VIBRATION I �� 1 `\ 0 APPp4X 2' EAsT ti DAMPENING, STAINLESS STEEL CASING, WITH BRASS SHUTOFF COCKS. 1 �� B,SS 1 \ 2 OF ST LIMIT I \ I Ro/►'I BfA�F"W 'D \ / E, COM. C<4 I 1 �1 1 \� 10. BUTTTERFLY VALVES SHALL BE LUG TYPE, WAFER SM7b PUMP SPLacE BoxE WITH BRONZE DISCS, cJ I 1 L-OCA.Tlonl I AND EPDRS€ATS. HANDLES SHALL BE TYPE H-10 POSITION ADJUSTABLE WITH! �\\ �t3Le. 1�g6 CHROME MEMORY PLATE. /-� - �'�' I IOU -WE-H1AS o>c N ew 11. PUMP CONTROL PANEL SHALL BE NEMA 3R. DEADFRONT, KEY LOCKABLE - P� ��e _ Oo 6L -E 1` Rom PANEL SHALL HAVE MAIN DISCONECT SWITCH, CIRCUIT BREAKER WITH UST B4-aGE<- TYP. THRUST BLOCK ' �E6 N TROLL E-li $19 , i ADJUSTABLE OVERLOADS ON ALL LEGS, HEAVY DUTY MAGNETIC STARTER, $E 115 VOLT CONTROL CIRCUIT TRANSFORMER, HOA SELECTOR SWITCH, AND NOTE CONTRACTOR SHALL VERIFY LOCATION OF TERMINAL STRIP FOR WIRING LEADS. _ ALL EXIST EQUIPMENT IN THE FIELD AND HAVE LOCATION CF ALL NEW EQUIPMENT 1 TO SYSTEM rr / ^' 12. ENTIRE PUMP SHALL BE FACTORY FINISHED WITH TWO COATS OF GREEN APPROVED BEFORE INSTALLATION INDUSTRIAL ENAMEL 13. THE SERVICES OF A FACTORY REPRESENTATIVE SHALL BE MADE AVAILABLE " ON THE JOB SITE TO CHECK INSTALLATION, PERFORM THE START-UP, AND rTHII�SBOOSTER PUMP APPLIES TO SATELLITE NO. 59 189 19 & 35 (FOUR UNITS) INSTRUCT OPERATING PERSONNEL A START-UP REPORT CONTAINING SHEET TITLE DATE %f r(L Np, VOLTAGE A19D AMPERAGE READINGS AND GENERAL OPERATING ( BOOSTER PUMP - 7��y�. -- CHARACTERISTICS SHALL BE SUBMITTED TO THE CONTRACTOR FOR RECORD PURPOSES. THREE SETS OF OPERATING AND MAINTENANCE MANUALS WITHREVISION WIRING DIAGRAMSSHALL ALSO BE PROVIDED. �5 PUMA ASSOCIATED IMGATiON CONSULTANTS VILLAGE OF HERITAGE s-.------- -- - -- 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA PHASE .3 WEST Bov 3 0 • /!olo0 90025 TEL N0. (213)477-6525 FAX N0. (213)477-2813 / NORTH 0' 20' 40' 80' i PA-( AH �{p �l j?,p I GjA i I OIJ Fo l 1=V?vRE woRK No INS ihLLED ALonl� WI"TN WEST L161=(L'T� IRRIC•aAT'01J4 EXCEPT Fv(t Z I R(ZI UAT ION S'TR1=E'T SLEEVES AS t4o-T D At40 COmm0r-j IC*TIo►J -- 1 --- - - C GL -E, M,414 i Wte-eS STUSOU? -- - • 67v9 o v7- /N 04L1/E AS, NO?ED BMX oN)E- CoMMo/v i ITU/ftE orad F�'1l1/�.. �/�T sT)AT/p/V5 /9-9-o -s lq-w a� . 55 19-7 9" 7 �.t �+5 6PI 19-17 5. 19- 8 19-16 (p0 19- 15 (p0 ��' 19-9 19-13 00 � 19-10 I TO E: . - ® r `JIVItT- GFINoRK o® 2, i (Lu 3^ W I 5 Oct - 4 ') yr I G _k `112" �r p P r -III ►1� f.N. Ir �N II 1 � I"Z l �y 11-om N oN� J I AT LIMIT of WORK LINE. � P/t-oT �r .57,A71 NTUD ALL- P(F1t4G AND WIRES DAY CANYON DRIVE I /-It /5 N.I.NI� IN VALVE BOXES FOS, e p iZ�T e t 12' �S - t w rG/MIT N FqTUzE EXTErLSIorc® - 45 A t 1 s �} W I' t P 3 II I A 1 3/nl 11 tl t 1 t_ ��LQp M e N 1� I I cj)--�® " rot QD p �l p U ' 04 1 N �-t�® 0- jk"-� ' I $�� p r 2 11z� 'I Hill �jp II' o t 2-112 I II 2t`� 1 6 I 121 Ilz � N l�y�y''. V. W w 11 ) 2 .I■ �z 11 II 3 I, I 11 5� I' 3 I' II �2 ' t n 3 A CSN S� Se-� tl 1 y -A. Icy o- o s� a ZI' o. a III yip j z�2a �1�e 3n Ole a I" a 0. a II a h 1- a o. a p a 1 n u Zn K� It a p a pa I Il 112 '� �/,� • �� 1 I1211 1 �y �`- 1 Q cn MAIN * wiRl✓s 2 ny -� m O QO0� CL >_ `III I w Z U Q 0 0 =0� MA Ir`I I W I RES T� � C!) ! ^ ZWo �Lt 311SC44.40 pVC EAST510� g,C . �• N SL£EVE FOR - flL. -W + ► � 1 LA-TERAL- U Q y 0 O a CRoSS►N � Q I I� 19-29 2" su-I.40 1121 LATERAL \PVc SL.EEV E _ - KEY MAP (T NORTH 19 -II tal IN FU?URE, Do NOT PLAMT TAESS IN THIS GecTIoN OF' Z PA 21c"A y p V F- "ro M�DERING of \ CAM . CA19LE IN PIS t� AREA• I' 2p Is .40 PVC M- C BLE SL -EF -VE d I n C.4?ED DER- ACK_ EOCaE OF - W �EL CNA1 �4 IN R.O. W. SAND STORM �\ N s u N D wa K IMTo pAt2Kv/Aj NDA' NyoN SL,�VE IS CVT SPAM '°'T BASE AND ?TAPED g USF_ML.tE CA. CAISWAS P.11;-:o ouT of (L.O.W. C/) Q` CAMP I-LEnI MovED U v! W a:� o Q cn W - -� m O QO0� CL >_ Z I w Z U Q 0 0 =0� QZ� C!) ! ^ ZWo ad IL Z W ° flL. -W v • 0 CL v! W a:� o Q cn W - -� C�U.co O QO0� CL >_ I w Z U Q Q =0� QZ� C!) ! ^ ZWo ad IL Z W ° O -W c/) LL � U Q y 0 O v • 0 CL Eµ1- T _r U -4 '$'----Ln- ;443 p a I "1. NSA 2+ . , n 6SI 4:F rtTENeZ RfA �„�_► Io SLEEVE VDEMP o- � I ANO IN FL.o.tN. �v W �N - u a y'Q MCDLAr4 NO F_ L� 2 /_: cc Q r 1) CoM. CABLE o` c! 'I"�� A. v W U I _ _ Yr�•v>; 8°x Cno 19 19 19 I$ 6po t� 19-20 19-21y O 22 ( 19-12 -tow-T , co Moly• W/ice W J 1 11 II �Fov� P/�07MowcuRg Q� Z 5WN770 Ns I l�. I �. F. �-" Z Z DERE ' Cn NIC NIC lq_�, �9-z1 /9-3 2u �. J W W v, .. /9 �9 At Wagfc GENERAL NOTES 6. AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT EXISTING IRRIG. SLEEVES F2oN-T OF� LINE - 1. INSTALL ALL PRESSURE AND NON -PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING 1 - 6" & 1 -•4 Fv-Iv2E. , :(/ EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ftEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION- STA 10+57 2 M Ouvsr12)P SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) - d"- I2" `` 7. AS -BUILT DRAWINGS AND SPECS. SHALL BE MAINTAINED ON SITE AT i 2 ALL EC! IPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALLTIMES. AS -BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS BOTH SL I5EV E S SCI -I �}0 9 3° MAI 1N 1- Tu 2� c� WITH SPECS. AND CONSTRUCTION DETAILS. SEE SHEET NO. LD -.2 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS PVC - NOTE �" SLEEVE CIANTRoL 112ES (�?4 PII.OTs, 0) 9. FOR SYMBOL DESIGNATION, SEE LEGEND ON SHEET NO. LD- = & AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND LEF-t OpS.N F-aK F V-fURE- 1 COMM orl ) S? V g6Efl ou T n a0 � v VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE MAIN LINE INS"TALA-ATIo►.I IN VALVE tad x AT B. c -� '171` • - 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD COM. C,A G L E (Zupl S FOR F UT V R.E \&;OKK- oN p II F- ■�••• BE ADJUSTED FOR OPTIMUM PRESSURE.OR AS NOTED ON DRAWING. PROVE DETRIMENTALTO FINAL COVERAGE. THIS SHALL BE BROUGHTu 'I'1•+ft0 V C•►{ ,4 SLEEVE 'DA,-( CANYO^1 C W► TIE STugS t] TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO NORTH 0' 20' 40' 8 0'I� S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS. WALKS, AND ROAD - DO SO. THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST ., •, W1IZtc 13uR.IEp T3ELov�/ UR/a�OE WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES MENTS REQUIRED. 9. IRRI6ATI0oQ N1AlI.ILINE SHALL BE INSTAL -LEIS ONE FOOT jo_ CHISEL Ao ~I" O►J T•oP OF CU(ZBS WHENEVi�2 (I) t 1=RoM STREET CU Rf3 (ON THIS sHEIaT) • i Rj"ZI PATI O'J CRo SS £ S STREET. .. 0 IN gox. .. .. _ so • DRAWING NO. -2289 SHEET NO. c' 7 'OF 15-- o A J c� a:� o cn Z -� = O CL >_ I w Z U Q C!) ! ^ Q ad O W c/) � V Q y 0 O Q Eµ1- T _r U -4 '$'----Ln- ;443 p a I "1. NSA 2+ . , n 6SI 4:F rtTENeZ RfA �„�_► Io SLEEVE VDEMP o- � I ANO IN FL.o.tN. �v W �N - u a y'Q MCDLAr4 NO F_ L� 2 /_: cc Q r 1) CoM. CABLE o` c! 'I"�� A. v W U I _ _ Yr�•v>; 8°x Cno 19 19 19 I$ 6po t� 19-20 19-21y O 22 ( 19-12 -tow-T , co Moly• W/ice W J 1 11 II �Fov� P/�07MowcuRg Q� Z 5WN770 Ns I l�. I �. F. �-" Z Z DERE ' Cn NIC NIC lq_�, �9-z1 /9-3 2u �. J W W v, .. /9 �9 At Wagfc GENERAL NOTES 6. AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT EXISTING IRRIG. SLEEVES F2oN-T OF� LINE - 1. INSTALL ALL PRESSURE AND NON -PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING 1 - 6" & 1 -•4 Fv-Iv2E. , :(/ EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ftEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION- STA 10+57 2 M Ouvsr12)P SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) - d"- I2" `` 7. AS -BUILT DRAWINGS AND SPECS. SHALL BE MAINTAINED ON SITE AT i 2 ALL EC! IPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALLTIMES. AS -BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS BOTH SL I5EV E S SCI -I �}0 9 3° MAI 1N 1- Tu 2� c� WITH SPECS. AND CONSTRUCTION DETAILS. SEE SHEET NO. LD -.2 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS PVC - NOTE �" SLEEVE CIANTRoL 112ES (�?4 PII.OTs, 0) 9. FOR SYMBOL DESIGNATION, SEE LEGEND ON SHEET NO. LD- = & AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND LEF-t OpS.N F-aK F V-fURE- 1 COMM orl ) S? V g6Efl ou T n a0 � v VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE MAIN LINE INS"TALA-ATIo►.I IN VALVE tad x AT B. c -� '171` • - 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD COM. C,A G L E (Zupl S FOR F UT V R.E \&;OKK- oN p II F- ■�••• BE ADJUSTED FOR OPTIMUM PRESSURE.OR AS NOTED ON DRAWING. PROVE DETRIMENTALTO FINAL COVERAGE. THIS SHALL BE BROUGHTu 'I'1•+ft0 V C•►{ ,4 SLEEVE 'DA,-( CANYO^1 C W► TIE STugS t] TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO NORTH 0' 20' 40' 8 0'I� S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS. WALKS, AND ROAD - DO SO. THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST ., •, W1IZtc 13uR.IEp T3ELov�/ UR/a�OE WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES MENTS REQUIRED. 9. IRRI6ATI0oQ N1AlI.ILINE SHALL BE INSTAL -LEIS ONE FOOT jo_ CHISEL Ao ~I" O►J T•oP OF CU(ZBS WHENEVi�2 (I) t 1=RoM STREET CU Rf3 (ON THIS sHEIaT) • i Rj"ZI PATI O'J CRo SS £ S STREET. .. 0 IN gox. .. .. _ so • DRAWING NO. -2289 SHEET NO. c' 7 'OF 15-- o A