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
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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
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SHUT OFF VALVE FOR INFLUENT LINE 470
DOMESTIC WATER SERVICE TO VALVE VAULT WITH HOSE 818 AND 25'
OF HOSE.
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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
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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
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KIM Lt V. = -1.1`J
INV. N = 45442(W)
INV. DUT = 454.32(N &E)
(PLO, EAST PIPE FOR FUTURE USE)
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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
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