Laserfiche WebLink
p It FLEXIBLE COUPLINGS(TYP) GENERAL NOTES <br /> p t9 3/e <br /> -0' <br /> OUTLINE OF ACCESS OPENING CAPPED NIPPLE AND VALVE 1. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF ENAMEL PAINT. <br /> FOR PRESSURE GAUGE �� VALVE VAULT .� Q 2, BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. <br /> 12. MIN <br /> 3. PRESSURE GAUGE SHALL 13E STAINLESS STEEL WITH STAINLESS STEEL <br /> OKPHRAM. 4 1/2' DIAL. AND RANCE FROM 0-60 PSI. GAUGE SHALL <br /> - - -- BE ASHCROFT OR APPROVED EQUAL. <br /> 4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE <br /> -- -J-�- -- I <br /> SPINDLES WITH MINIMUMCLEARANCES AS SHOWN FOR 6DIAMETER PIPES <br /> AND SMALLER, CLEARANCES SPALL INCREASE AS REQUIRED FOR LARGER <br /> V.C, PI PIPE SIZES. <br /> n I J I 1l 5. VALVE VAULT "LL HAVE SEALED FLOOR AND DRAIN. <br /> - - } 12 MIN PLUG VALVE m' <br /> �NTROL PANEL NEMA L3" D.t. FLOOR GRAIN b. ALL LOCATIONS WHERE PIPES ENTER OF LEAVE THE WET WELL OR VALVE <br /> 2 STAINLESS STEEL. EMERGENCY PUMP CONNECTION VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON-SHRINK GROUT. <br /> DOORS (DEAD-FRONT PANEL -CABLE HOLDER <br /> /PAD LOCK &HASP) 7. THERE SHALL BE NO VALVES OR ELEC7RtCAL JUNCTION BOXES IN WET WELL. <br /> r 1 R1 II Jt g 4« <br /> FI.A zk1cnVC ' LIFT STA II{)N B, VACUUM BREAKLrGS UN WWKr LUri rlttvtNl Lrs7 arwiLL Mct� IF1l• N[UUIMtNLn1] <br /> SCONNECT `� ALARM LIGHT ON SIDE PLAN <br /> OF THE UTILITY SUPPLYING WATER, <br /> EA (6. AUDIBLE ALARM SILENCER BUTTON 9, CHECK VALYLS SHALL BE LEVER AND SPRING TYPE. <br /> EA .ROOF UN17) o� <br /> -EMERGENCY POWER RECEPTICLE 4" C.I. VENT YNTH S.S. BUGSCREEH 10. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARD- <br /> JUNCTION HO%ES W PLIABLE /� WARE AND LOCK AS SUPPLIED BY FLYGT CORP. OR APPROVED EQUAL SIRE AS <br /> GAS TIGHT SEALS <br /> / —8'%8"%16" CONC. BLOCK OR CAST CONCRETE REQUIRED BY PUMP MANUFACTURER. <br /> 11tv-STANDARD FLANGED TEE W/BLIND FLANGE 11, PLUG VALVE SHALL BE DEZURIK, HOMESTEAD OR APPROVED EQUAL. <br />;h `r 12 ChiECK vAkVE <br /> 1x7 - ELEV, 9.40 . _ EXIST. GRADE 12, <br /> FLE7tlBLE COUPLINGS SHALL BE SLEEVE TYPE <br /> y gItPUFRSIFU F C.RINDFR PUMP SHALL BE WELL 2516 STYLE 'C- WITH650 IMPEL- <br /> 3]_S"f:.S. CON IIIOAIr.- _ _. <br /> dE1EDDE0 INN CON- LER,LER, OR APPROVED EQUAL. PUMP SHALL 8E CAPABLE OF PUMPING 50 GPM O <br />?4-RETE TO SURFA I PIPE . 2"M]N 12'MIN 27 FT TDB. <br />=.IOIJIO LEVEL CONTROL 6" ` TWO REGO. I 36" MIN <br /> 7:ABEES i0 BE IN MIN ` 2» 18" 19. PUMPS SHALL BE EOUIPPEb 1,5 HE, 1750 RPM, 3 PHASE. 460 VOLT MOTOR. <br />'"INE CONDUIT. PUMP <br /> L)-OWER CABLES 7O BE IN ip' MIN PLUG VALVE <br /> D <br /> 18. ELECTRIC PUMP CONTROL PANEL SHALL HOUSE ALL NECESSARY STARTERS, PUMP <br /> .OPERATE CONDUIT. -�, <br /> DISCONNECT SWITCHES, PUMP RUNNING LIGHTS, RUNNING TIME METERS. H-O-A <br /> LIFTING " SWITCHES, AND PUMP ALTERNATOR SWITCH. <br /> CHAIN \ 16, THE PUMP SHALL BE TESTEO AT STARTUP. VOLTAGE. CURRENT, AND OTHER SIG- <br /> = —FLOOR DRAIN NIFIGWT PARAMETERS SHALL BE RECOROED. THE MANUFACTURER SHALL PRO'MDE <br /> PRECAST REINF. CONC --^ POURED CONC. FLOOR A FORMAL TEST PROCECURE AND FORMS FOR RECORDING DATA, TO BE APPROVED BY <br /> MANHOLE SECTION = <br /> W. <br /> CONFORMING TO ASTM 4"-0" i WITH 6"%6"-W2.9xW2.9 W.F. THE ENGINEER AT TIME OF SUBMITTAL. <br /> C478 6" _�-J - 17. THE OUTSIDE OF ALL STRUCTURES SHALL BE WATER PROOFED USING -PAR/SEAL' <br /> O AUDIBLE ALARM ELEV-2.75 HDP'6/MEMBRANE SHEET MEMBRANE DUAL WATERPROOFING SYSTEM. AS RECOMMENDED <br /> I- ELLV=3.00 �. _ SAG PUMP X2.50 BY THE MANUFACTURER, TREMCO, INC., AT TELEPHONE NUMBER (BOO) 321-6411, <br /> AND ALA M LI H 18. THE INSIDES OF ALL STRUCTURES SHALL BE WATERPROOFED WITH TWO COATS OF XYPE71 <br /> V) i � a CONCRETE WATERPROOFING BY CRYSTALLIZATION, AS RECOMMENDED t3Y THE MANUFACTURER. <br />`n POWER CABLE -' r L A AMP iZ Vm 2.00 <br /> v THE XYPE% CHEMICAL CORPORATION, RICHMOND, BC, CANADA TEL (604) 273-5165. <br /> 'IQUID LEVEL CONTROLS-.-- p 19. THE TOP 12 INCHES OF SOIL BENEATH THE MOUND AND EIvE (5) FEET OUTSIDE THE TOE C <br /> M PRONGED BY PUMP PROVIDE WATERPROOFING PER NOTE 18. SLOPE SHALL BE REMOVED AND REPLACED WITH A SOIL MATERIAL IN TEXTURE GROUP 11. <br /> MANUFACTURER a _ THfS GROUP INCLUDES SANDY LOAM, LOAM, AND SANDY CLAY LOAM ACCORDING TO USDA. <br /> C 4 BOTH PUMPS OFF ELEVa(- 1100 <br /> ALSO ALTERNATE LEAD <br /> LAC SEQUENCE <br /> ELEV-(-) 1.50 <br /> NY?Y ?r-WT^TlvAJ �' G�ouT rz. SECTION © 0 <br /> LOCK Q. .���.8� GRAVEL. ,� <br /> p 1/2" DFA. X 11" ANCHOR BOLTS. IMBED 7". <br /> PROVIDE NON-SHRINK GROUT AND SLOPE <br /> F-I TOWARD PUMP INTAKE. <br /> 2 LIFT STATION WITH VALVE BOX <br /> SCALE: NTS C41J <br /> F <br /> 1 <br /> �i <br />