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HomeMy WebLinkAboutS-232102REQUIRED STATION FEATURES STRUCTURAL TELEMETRY'. SUBMERSIBLE "RUGID" TELEMETRY PER CITY STANDARDS - o PVI STA = 0+35 PM ELEV = 467.88 PUMPS IN WELL WITH SEPARATE VALVE VAULT (PACO OR APPROVED EQUAL) -3. A.D. _ -3.00 �I a K ACCESS LADDERS IN VALVE VAULT AND WETWELL WITH LADDER UP EXTENSION, EQUAL TO CITY STANDARDS. SITE = !, wl z MAINTENANCE PLATFORM FOR WETWELLS 10' AND DEEPER. INTERIOR CONCRETE WETWELL FINISH - SENTRY POLYMERS "SEMSTONE 8 FT HIGH CHAIN LINK SECURITY FENCE AROUND PERIMETER OF LIFT 20.00' VC z 30 145 -S ", NO SUBSTITUTIONS. STATION WITH LARGE GATE AND VINYL SLATS PER WSDOT STANDARDS. EXTERIOR CONCRETE FINISH - WASSER MC -TAR, NO SUBSTITUTIONS. COLOR OF SLATS SHALL BE DETERMINED BY CITY DURING CONSTRUCTION. 3 LL 40 p. MECHANICAL PROVIDE CONCRETE RAMP FROM EDGE OF PAVEMENT TO STATION WHERE a APPLICABLE. o m CHECK VALVES, EQUAL TO M & H ANNA C508 W /WEIGHT & LEVEL ARM THE STATION AREA. v ISOLATION VALVE ON DISCHARGE - RESILIENT SEAT WEDGE VALVE GRADE TO AVOID STORMWATER COLLECTION IN LIFT - m m a ° SHUT OFF VALVE FOR INFLUENT LINE 470 DOMESTIC WATER SERVICE TO VALVE VAULT WITH HOSE 818 AND 25' OF HOSE. 0 0 F F m 0 rii -- > > ELECTRICAL 480 VAC, 3 -PHASE PRIMARY POWER SUPPLY WHEN AVAILABLE (4) MERCURY FLOAT SWITCHES, HIGH, LOW, START, STOP, EQUAL TO CONTROL PANEL �SOO RENTON STANDARD. -PUMP CONTROLEH SUITABLE INTRUSION SWITCHES ON ELECTRICAL ENCLOSURES, VALVE VAULT HATCH FOR TWO (2) PALO MODEL NO. 47p-0 PUMPS, INCLUDING HIM & LIMIT SWITCHES ON BOTH CHECK VALVE ARMS. Al ALARM (ucHT a AUDIO ALARMS). ENCLOSURE BOX SIZED FOR YARD LIGHT W/ SWITCH IN CONTROL PANEL. TE EP r SFOR AND RECEPTACLE FOR EMERGENCY PaWER. PUMP CONTROL &TELEMETRY EXPLOSION PROOF LIGHT FIXTURE IN WETWELL WITH SWITCH IN -SEE SHEET 5A FOR TELEMETRY ,. SYSTEM DETAILS DETAILS CONTROL PANEL -CONTRACTOR STial PROVIDE THE WSDOT TYPE It JUNCTION BOXES FOR SPLICING CABLE WIRE TO BUILDING CITY WITH DETAILS & SPECITCATION - PROP TY LINE WIRE OUTSIDE OF WETWELL. OF THE CONTROL PANEL FOR APPROVAL PRIOR TO CONSTRUCTION. StO: 0 +30.12 Ele 466.71 NOTE: FINISHES H -20 RAZED ACCESS HATCH ... _ LOCATE VENT HEADS ADJACENT METALS (INTERIOR) INCLUDING D.I. S /SMUFnNC CYYUINDERS k TO SIDES GLOW R PANEL AREA PIPE SURFACE PREP - SSPC -SP -6 LOCKING ARMS - LOCKABLE "x48• (2) COATS TNEMEC SERIES 66 HI -BUILD EPDXOUNE MINIMUM OPENING SIZE 30 (1PROM /SF ... EACH COAT (3 TO 5 MIL OFT) LOADDRATNG) . • D11 HIGH VENT: .. - .... - 3//4° HOSE BIB 180' RETURN HEAD W/OCNTION FEOW PREVENTION DEVICE HEADREIURN (VENT H -20 RATED DOUBLE DOOR LOW ACCESS HATCH LID W /HATCH DRAINS OSHA APPROyFp FALL FAIT RESTRAINT CONNECTION INSECT SCREEN ELEV. 4601 (MATCH GROUND) FINISH EXTERIOR FINISH EXTERIOR W MC -TAR W /WASSER MC -TAR 460 I� CORD/ Q CONTROL CABLE FINISH INTERIOR W,(SEI{TRY SUPPORT O - M SPLICE JUNG BOX P�YMERS SEMSTONE 145 -5 ` LIGHT.. LOW T. TYP - EXPLOSION PROOF LIGHT, INSTALLED , GROUT, TYP O HIGHEST ELEVATION STAIN ESS STEEL CABLE HOLDER: LIFTING - S.S. S CHAIN -FLOAT T HANGER BRACKET - COIL EXCESS WIRE FOR Taff N_ I I FUTURE ADJUSTMENT 4" D.I. PRESSURE UJ E TYPE II STA 0 +40 w /3' MINIMUM COVER RISM RIM ELEV. = 467.41 INV. OUT = 456.20 I FIBERGLASS OR STAINLESS STEEL ACCESS LADDER _ - SEE DETAIL VALVE BOX TO I I \ SURFACE AIR INTAKE PIPE PIPE SUPPORTS EQUAL - 6" PVC PPE TERMINATES TO STANDON 5 -89 8" GATE VALVE-,\ ®ELEV =asa B• Pvc LANDING: SUMP WITH PACO SUBMERSIBLE PUMP MODEL PIP702A - REMOVABLE STAINLESS STEEL OR PLUMB TO DISCHARGE INTO ADJACENT POND IE =asa zo Q MEMGRATE SUPPORTED BY STANLESS PROVIDE WITH ELECTRICAL RECEPTICAL & 0 STEEL ANGLE (1/2° ANCHOR BOLTS ®12" 0 C.) AUTOMATIC FLOAT CONTROL OPERATION 0 ELEV =455.2 STAINLESS STEEL GUIDE RAILS (� FLOAT SWITCHES EQUAL TO RENTON STD. PUMPS- -OFF ELEV. 450.70 GROUT SHELF: - LEAD - -ON ELEV. 452.70 - 1' WIDE AT 60\ ANGLE - LAG - -ON ELEV -453 -00 AROUND ENTIRE BASE - HIGH WATER ALARM ELEV. 453.50 o aso -- ELEV. aa9.50 WET WELL /\ \\ \ \\ \ \\ DUPLEX PUMPS: - 72• DIA. PRE -CAST ` // DISCHARGE MODEL NO. H470- 01P(6.87• IMPELLOR) CONCRETEj� // - OTHER PUMP MANUFACTURERS MAY BE SUBSTITUTED W /CITY APPROVEL L - EXACT PUMP CONFIGURATION MUST BE APPROVED BY THE CITY OF FOUNDATION SOIL SHAL L BE FIRM @CAPABLE RENTON PRIOR TO INSTALLATION SUPPORTING LIFT STATION AS APPROVED BY CITY -VERIFY POWER AMLBIDN PRIOR TO MAKING FINAL PUMP SELECTION - GRAVEL BASE MAY BE REQUIRED PENDING SOIL CONDITIONS. LIFT STATION N.T.S. PVI STA = 1 +17.33 PVI E!£/ = 461.29 AD_ = 7 -00 K =7 -14 50.00' VC n m n ao F-Fiyn + v N c �pOI > ° �� I LOW POINT ELEV = 460.15 LOW POINT SA = 2 +36.59 PM STAI= 2 +50 PVI ELEV 1= 459.96 A.D. = 4.33 K = I111.56 I- 50.0L7' VC I I � o + j .. > U m m KIM Lt V. = -1.1`J INV. N = 45442(W) INV. DUT = 454.32(N &E) (PLO, EAST PIPE FOR FUTURE USE) SmLtS210 ^. a _ w a II w z ¢ 03 3 -B-oWT U ~ m� ° n F F `JN Q 0 o° x SSMH 6 TYPE II STA 3H 17.97 RIM ELEV. = 461.21 MA DH PF INV. = 454.20(N &W) INV. = 454.10(S) DATUM ELEV 445.00 SgUPE 16" BETWEEN BOXES TELEMETRY ANTENNA MOUNTED a. -F� ON BACK OF ENCLOSURE BOX s a a s .4 y x CLOSURE BOXES SIZED FOR PU CONTROL TELEMETRY & POWER 10�fU1® !b8 -FINAL ONFIGURATION TO BE DETERMINED BY - 113322ep CONTRAC & SUPPLIER 0 +00 1+00 2 +00 �+LL00 /N D�L•ISfk+"l VALVE VAULT WITH COAL TAR EPDXY EXTERIOR COATING f r POWER DUPLE% 6' -6" ACCESS LADDER ACCESS ROAD OVAL METER MOUNT METER /ETC CONTROL PUMP CONTR WETWELL MAIN -HOLE WITH WASSER MC -TAR nATE EtOPQtEB 11/30/80 oN SIDE OF PANEL TELE EXTERIOR COATING AND SENTRY POLYMERS HORZ. 1" : 20' POWER ENCLOSER ELS SEMSTONE 145 -S INTERIOR COATING SYSTEM. VERT. 1' = 2' DATE EMLTicENC owER (36 "Wz36 "HK14 "D) _ IN9DE WALL OF EXISTING WEIWELL. PREPARED BY RECEPTACLE STD. GATHER -PR SUMP DISCHARGE PIPE ' ENCLOSU (36 "Wz48' Hz18 "D) 1" OIA SS HILTI HVA BERM E W/L G DOORS) (WEATHER -PROOF .; 4" D.I., TYP. - AOHE5IVE ANCHOR STUDS Z1 -Z �I''���� Baima & Holmberg Inc. DISCO ENEI T ENCLOSURE 3J4° TIE RODS SET IN To - 6" WITH 55 T AND WASHER "' ' '-�'+� l % PAN �G W LOCKING DOORS) CONCRETE, TYP. 0 / NU 5. �1'Xdl Z GALVANIZED STEEL ��1�'Tr'%(}��y1T NEEDED 00' ORMAPP APPROVED LW 1aa WONT sTRERr smTre ]i RTSS,wuAlt rASlmTCroxEBeoz7 Rzoe) a9z - 0260 * CHANNEL - CG %62 O `UY - EQUAL FCA _ iVIASS RUNG WH CITY OF RENTON IbiA. HOLE DRUB IN BPR ABRASIVE SURFACE O PUSH RUNG THRU AND WELD DEPARTMENT OF PV81.IC WORICS PROVIDE EQUIVALENT RUNG •, FDNcREie,, ,,.': .• D TO TOP OF SCOTT GLEN SANITARY SEWER PROFILE PAD 70 TOP OF WETELL CHANNEL NOT TO EXCEED 12" ON CENTER. AND DETAILS I FLE %ISLE COUPLINGS N'ET WE11 4 MYIAR BUBMYTA (REVISED 8- 12 -97) w Tm 07 -2 -97 \• CONCkETE " 1 Q `PAD" •; •' -,• FA LIGHT " FLOAT CON O 3 MOVE L STATION D.CHARGE UNE cm Tm 02 -14 -87 p ®IGNSO T'm pATE9 /2V /BB ppy N0,90 -TCPR 2 1/2' PUGET POWER- MP �2 POWER 3 -PHASE POWER REO'D. 1• PUMP #1 POWER 4 "SWING TYPE CHECK VALVE (TYP.) LADDER DETAILS Pte. 1. 2 RBVIBION3 PER CITY R ®1.m6 CRW Tm I1 -22 -Be ORAIm H' CONTROL PANEL ENCLOSURE ROUND NE t GROUND 4" ECCENTRIC ISOLATION VALVE (TIP) PLAN VIEW DUPLEX SUBMERSIBLE PUMPS NTS 1 RBVSIONS PER CITY REDtmzs MP Tm lo-17 -9e Fm- -FRONT scAle 1' =20' -SIDE VIEW CONTROL PANEL ENCLOSURE WITH RAIL REMOVAL SYSTEM VIEW FIBERGLASS ACCESS LADDER N.T.S. N0 RRMION BY APPR DATE ® SITEEI 5 GP B n l N. 0 01 cb N uNu N. ife I I � t 24X