HomeMy WebLinkAboutWWP2702900.21L1 N1
CRM1 _
4' }120V PUMP
CALL INTERPOSE RELAY
_ K7
MS1
i PUMP RUN
_-0 1
DR1
F-1 I REMOTE 120VDC THERMAL FAIL
(SHIELDED). CONNECT TO TELEMETRY
_ 1,
TYPICAL MOTOR CONTROL CONTROL LOGIC
NO SCALE
kVWJ>_ 2,7-29co
PUMP 1 SEAL & THERMAL FAIL RESET
PUMP NO. 1 MOTOR
PUMP NO. 1 STARTER
PUMP NO. 1 OVERTEMP LIGHT
(PRESS TO TEST)
OVERTEMP RELAY
PUMP/SEAL FAIL
(PRESS TO TEST)
CLASS 1, DIVISION 1 HAZARDOUS AREA
POWER AND SENSING J-BOX: XP AND NEMA 4
(0 RING): CUE TYPE WITH TERMINAL STRIP AND
DOME COVER. CONTROL J-BOX: NEMA 4.
CABLE -TO -CONDUCTOR CONNECTIONS MADE IN
BOXES. BOLT AND TAPE MOTOR LEAD
CONNECTIONS. MAKE SENSING AND CONTROL
CONNECTIONS ON TERMINAL STRIPS. SEE
ONE -LINE DIAGRAM FOR NUMBER OF J-BOX
REQUIRED.
�x
2" C. (MIN), WITH
BUSHINGS OR END BELLS
FITTING WITH GLAND NUT, NEOPRENE BUSHING
AND WIRE MESH CABLE GRIP
SST MOUNTING BRACKET OR FRAMING CHANNEL
FASTEN SECURELY TO BOTH SIDES OF
HANDHOLE
RUNNING TIME METER CLI
H
START COUNTER POWER AND SENSING J-BOX: XP AND NEMA 4
PUMP RUN (0 RING): GUB TYPE WITH TERMINAL STRIP AND
DOME COVER. CONTROL J-BOX: NEMA 4.
CABLE -TO -CONDUCTOR CONNECTIONS MADE IN
BOXES. MAKE SENSING AND CONTROL
CONNECTIONS ON TERMINAL STRIPS. PROVIDE
SEPARATE J-BOX FOR EACH FLOAT AND SONIC
LEVEL SENSOR.
2" C. (MIN), WITH
BUSHINGS OR END BELLS
FITTING WITH GLAND NUT, NEOPRENE BUSHING
AND WIRE MESH CABLE GRIP
SST MOUNTING BRACKET OR FRAMING
CHANNEL FASTEN SECURELY TO BOTH
SIDES OF HANDHOLE
L.ASA
MANHOLE COVER MARKED "ELECTRICAL"'6°
O�
PROPOSED CONCRETE HANDHOLE, SEE
DWG NO. JE2 FOR SIZE AND TYPE.
22.780
R4a Ie
ONAL
°
E%PiRES 3 t9 2004
SIGNED: 11126101
,D H.
�a4
PUMP CONTROL PANEL
\
16727
°4'oIe
NON -SHRINK GROUT
70NAL
MINIMUM 12" SLAB
E%PIRES 8 2 04
BEDDING MATERIAL
SICNED: 11/26/01
--- NATIVE MATERIAL
MOTOR SPLICE HANDHOLE
NOT TO SCALE
NOTE
PROVIDE MAXIMUM SEPARATION BETWIEFN
EACH SPLICE IN ELECTRICAL VAULT.
FLOAT SPLICE HANDHOLE
NOT TO SCALE
WWP - 27 - 2900
KENSINGTON CREST CONDOMINIUMS & LIFT STATION
Page 21 of . Iq
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER JAN 24, 2003
RH2 ENGINEERING INC. DATE
PROPOSED BRUSHED j°
THICK ALUMINUM PLATE
MOUNTED TO VALVE FLANGE.
PROPOSED LIMIT SINTCH.
SCANNED OCT 0 8
PROPOSED CONCRETE
HANDHOLE WITH GALVANIZED
DIAMOND PLATE COVER WITH
LOCKING LATCH. SEE OWG NO.
JE2 FOR SIZE AND TYPE,
4TROL PANEL
NON -SHRINK GROUT
MINIMUM 12" SLAB
BEDDING MATERIAL
NATIVE MATERIAL
NOTE
PROVIDE MAXIMUM SEPARATION BETWEEN
FLOAT SPLICE AND LEVEL TRANSMITTER
CABLE IN ELECTRICAL VAULT.
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AS -BUILT _ DJB MM 1 1/;
REVISION BY REVIEW I D
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IN P I_AN N F
S Cl EGRH2EN lNEERINO,INC.
http://.ww.rh2.—
mmlba,* 2com
1.SW720.8052
BELLIx HAMOFFIC.t_
360.676.0836
454 West Ha Wt Rood
BOTHELLOFFICE
425.951.5400
12100 NE 195th Street, Suite !00
EAST WENATCHEE OFFICE:
509.88&2900
300 Smax Sheet, Suite 5
PORT ORCHARD OFFICE
360.876.7960
600 KiI Street, Suite 101
SCALE: SHOWN
0 1° 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
clot 1 oxa xa
w: DMB E-$
MM
Dore JAN 24. 2003 911T N0.
awl: PAG
.m Ixi: 101.082 10
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