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CLEANOUT CONNECT TO
MECK IE 15.0
R= 220
101F 6' SSS M 2.0%�
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STORAGE WELL
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SANITARY SEWER PUMP STATION - PARTIAL PLAN
1' =10'
CONTROL PANEL
VENT TO DEDICATED
MECHANICAL RISER
IN BUILDING
PUMP STATION
45' BEND (MJxMJ)
CONCRETE BLOCKING
PER CITY OF RENTON
STORAGE WELL & PUMP STATION ELEVATION I3
SCALE 1'=2' ►
I 15: 111� - wwp - sue - X3 /4
PRI
i
47 DIP FORCEMAIN
`45' BEND (MJxMJ)
SEE DRAWING C16
FOR CONTINUATION
MANHOLE (84 -)
RIM 21.0
HiDRORAIL WITH C -0aK HATCH TO BE ELECTRICAL CONDUIT � PNECAST VALVE VAULT
& DISCONNECT C: E(QbA` COMPATIBLE -WITH TO CONTROL PANEL SIZE AS REQUIRED
PUMP RAIL SYSTEM
CHECK VALVE
VENT IOBUIL&IttiO
SIZE BY MECHANiCA_ /' GATE VALVE
IE 18.0 i
I
e Pvc To
W saRAC I I - - --
iI 4" GALVANIZED
STEEL FORCEMAIN 4" DUCTILE IRON FORCEMAIN
ANCHORED AGAINST I
THRUST
MERCURY FLOAT
SWITCHES
_ ,E J4U
EL 14.2 ALARM
SIDE SEWER PROM BiILDtNG EL 13.7 PUMP 2 ON
EL 12.2 PUMP 1 ON
I
(2) DUPLEX PUMPS
W /RAC. SYSTEM c� ;i EL 10.7 PUMP OFF
1 1
1 1
EL 8.7 BOTTOM SLAB
E_ _-
84
PUMP STATION ELEVATION B
SCALE 1 " =2' Ci6A
C
old
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PUMP STATION NOTES:
I. DUPLEX PUMPS AND MOTORS AND RAIL ASSEMBLY SHALL BE ®�® w
UL LISTED EXPLOSION PROOF AND LABELED FOR CLASS 1, DIVISION 1,
GROUP D SERVICE_ PUMPS SHALL BE NON—CLOG SUBMERSIBLE TYPE
CAPABLE OF PA'_3gNG A 3' SCIJO_ EACH PUMP SHALL BE CAPABLE OF
80 GPM AT 19 FEET TDH_ MOTOR VOLTAGE AND PHASE SHALL BE
COMPATIBLE WITH SERVICE FROM BUILDING. RAIL SYSTEM SHALL ALLOW
PUMP REMOVAL WITHOUT ENTERING PUMP STATION.
2. CONTROL PANEL SHALL BE DESIGNED BY THE MECHANICAL/
ELECTiBCAL DESIGN BIALT CONTRACTOR FOR COMPATIBILITY WITH THE
PUMP STATION. THE PANEL SHALL MEET THE FOLLOWING MINIMUM
IREQU1REl1EPiTS:
• NEMA 3R ENCLOSURE.
• UL LISTED FOR ENCLOSED INDUSTRIAL CONTROL PANEL RECOMMENDED
• HAND /0FF /AUT0 SELECTOR SWITCHES, WITH PUMP INDICATING LIGHT. FOR APPROVAL I"
• PUMP ELAPSED TIME METERS eve , LALL HOURS DUPLEX PUMP SEQUENCING WITH ALTERNATOR. YOU DIG ALARM SHALL TRIGGER A PANEL MOUNTED ALARM LIGHT AND A BY 4 -5555
REMOTE RED ALARM LIGHT MOUNTED IN A VISIBLE LOCATION. BY-----,— � I
. ALARM SHALL BE MOUNTED TO A 24 HOUR TELEMETRY AUTO— DIALER.
6' CRUSHED SURFACING • PLUG FOR EMBG04CY POWER GENERATOR ® —
Calsulring Fsglnaevs
BASE COURSE (TYP)
3. ALL MATERIALS OF CONSTRUCTION INSTALLED IN THE STORACF _ �y A I ' r01 Tntrd Avefwia Sure 900
WELL A
,1.�pF tidsy�a.GF, :iea[tla Washlrgtm 9811(
ID! t'UW STATION MALL BE EXPLOSION PROOF AND � Q� °. -� -
COMPATIBLE iATH THE HAZARDOUS LOCATION. �� ° " 2061 622 -5822 Fax (2061 622 -8190
4. FWAL DESIGN (INCLUDING MATERIAL SUBMITTAL) SHALL BE SUBMITTED CITY F REN N
24711
TO AND REVIEWED BY THE CITY OF RENTON PWOR TO CONSTRUCTION. ° °BPS -�rs,et `F' i ,-I " Cl vl NT of r UBLIC_Wo RKS
SUBMITTAL SHALL BE BY LICENSED P.E. IN STATE OF WA SANITARY SEWER PUMP STATION -
e� 9,1;66 HUNTER DOUGI S, INC.
RENTON WASHINGTON
A � LIJ AS BUILTS JEL JDE 24DEC97 DESwN= JBM oa e 30MAY97 aE as HJUT.DWG
PER CITY REVIEW COM4IENTS JDE MAV 30MAY97 DRAWL. DKR /EGR /LFN
- - -- - -- PER QTY REVIEW COL9IENTS AGC MAV 5 12 97 crtEClcEO JUE
sca�E: AS NOTED FES ate;: PR
B araR. DATE —al 1. � 1--. C16 -A o�: C18, n
RIOLL 1:57 "k 24