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VAULT LID MARKED
"ELECTRICAL" WITH WELD BEAD.
TO MOTOR CONTROL CENTER/RTU TO WETWELL
JUNCTION BOX (TYPICAL). TO "MCC".
a o' PUMP POWER CONDUIT �—
a. a' PUMP MOTOR CABLE,
° L
SEAL (TYPICAL). 12" MAX, TYP. FOAT CABLE, OR LEVEL oa c TRANSMITTER CABLE
SEAL (TYPICAL).
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v.
'a � a
CONDUIT (TYPICAL). CONTRACTOR o:a o
SHALL GROUT FILL AROUND o_ .a c TO "MCC".
CONDUIT WITH NON —SHRINK GROUT PUMP POWER CONDUIT
FOR WATER TIGHTNESS. �° 2" UNISTRUT (TYPICAL).
a a.
n C :4 .
1/4%4"x4" STEEL PLATE. WELD a..
UNISTRUT TO PLATE AND MOUNT TO
WALLS OF HANDHOLE USING (4) 3/8"
STAINLESS STEEL CONCRETE ANCHORS. a a:
SLOPE CABLE B
° a SLEEVE TOWARDS E06
WETWELL
° c
a a TO BUILDING LIGHT SWITCH.
o c a
4 � ..
n; p.n 4 n' p:n 6 n: o.n C n ._v Q Q.Q °.n'° v
° a °. ° 6" GRANULAR FILL. EXPLOSION PROOF JUNCTION BOX
WITH COVER. 0—Z/GEDNEY GUJC TYPE
BOX OR EQUAL. SECURE JUNCTION
BOX TO UNISTRUT USING 1/4"
STAINLESS STEEL BOLTS.
CADWELD TYPE TA. CADWELD
CABLE TO CABLE
CONNECT
SPLICE HANDHOLE ELEVATION Eo6
NOT TO SCALE
#6 COPPER CONDUCTOR
GROUND TEE DETAIL
NOT TO SCALE
CADWELD TYPE
#6 COPPER CONDUCTOR
CADWELD CABLE TO GROUND
ROD CONNECTION.
5/8" X 8' COPPER GROUND
ROD.
GROUND TEE DETAIL
NOT TO SCALE
CADWELD TYPE RR. CADWELD
END CABLE TO Unnrn nFDAn
REBAR
#6 COPPER CONDUCTOR
GROUND REBAR DETAIL
NOT TO SCALE
CADWELD TYPE XA. CADWELD
" TO CABLE CROSS
;TION.
#6 COPPER CONDUCTOR
(TYPICAL)
GROUND CROSS DETAIL
GROUNDING CONNECTION DETAILS
NOT TO SCALE
NOT TO SCALE
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MOTO
_ 2" UNISTRUT. SECURE UNISTRUT
TO HANDHOLE WALLS.
SEAL PVC SLEEVE WATERTIGHT
WITH DUCT SEAL (TYPICAL).
PVC CONDUIT SLEEVE.
TO WETWELL. (TYPICAL)
FLEXIBLE CORD CONNECTOR
/ (TYPICAL).
BELL END OF CONDUIT
/ (TYPICAL).
COIL MINIMUM OF 5 FEET OF
EXCESS CORD.
WIRE NUT ENDS TOGETHER AND
SEAL WATER TIGHT FOR TERMINATING
CABLE TO FIELD WIRE (TYPICAL).
LIFTING INSERTS (TYPICAL).
ELECTRICAL HANDHOLE, UTILITY VAULT
MODEL 233—LA OR EQUAL.
R SPLICE HANDHOLE PLAN DETAIL A
NOT TO SCALE E02
nonnncrn rnnIGRETE COVER.
GROUND ROD DETAIL
NOT TO SCALE
BUBBLER TUBE FOR BELLOW!
PLASTIC TUBE COUPLING. SIZE
AS NECESSARY.
SEAL (TYPICAL).
TO "RTU" _
(TYPICAL)
B
E06
EXPLOSION PROOF JUNCTION BOX
WITH COVER. 0—Z/GEDNEY GUJC
TYPE BOX OR EQUAL. SECURE
JUNCTION BOX TO UNISTRUT USING
1 /4" STAINLESS STEEL BOLTS.
2" UNISTRUT. SECURE UNISTRUT
TO HANDHOLE WALLS.
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JACKETED CABLE FOR LEVEL
TRANSDUCER.
SEAL PVC SLEEVE WATERTIGHT
WITH DUCT SEAL (TYPICAL).
PVC CONDUIT SLEEVE.
TO WETWELL.
(TYPICAL)
\WIRE NUT ENDS TOGETHER AND SEAL
WATER TIGHT FOR TERMINATING
CABLE TO FIELD WIRE (TYPICAL).
/EL
ECTRICAL HANDHOLE, UTILITY
VAULT MODEL 233-LA OR LIFTING INSERTS (TYPICAL).
EQU AL.
FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE PLAN
NOT TO SCALE
ICRETE GROUND ROD NATIVE MATERIAL COMPACTED TO 95% RED ELECTRICAL WARNING TAPE
DEPTH X 12" HEIGHT WITH PER ASTM D1557 OR AS REQUIRED CENTERED OVER EACH CONDUIT RESTORE SURFACE TO EXISTING
IC. #12R-12A & 12R-12OR PER PLAN IN TRENCH (TYP) CONDITION OR BETTER PER PLANS
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COVER OVER HIGHEST 3,
CONDUIT IN TRENCH I f3"
SAND BEDDING MATERIAL PER
MINIMUM DEPTH BELOW BOTTOM WSDOT SPECIFICATION 9-03.13
OF DEEPEST CONDUIT 3»
INSTALLED IN TRENCH ELECTRICAL CONDUIT NUMBER AND SIZE
VARY AS PER SITE PLAN. MAINTAIN 12"
SPACING BETWEEN TELEMETRY CONDUITS
L6,27
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SIGNED: 05123112
SIGNED: 05123112
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ENGINEERS
PLANNERS
SCIENTISTS
RH2 ENGINEERING, INC.
http://www.rh2.com
mailbox0rh2.com 1.800.720.805
13ELUNGHAM 360.676.0836
454 West Horton Road
BOTHELL 42S.951.5400
22722 29th Drive SE, Suite 210
EAST
WENATCHEE S09.886.2900
300 Simon Street, Suite 5
RICHLAND 509.946.S 181
114 Columbia Point Drive, Suite C
SILVERDALE 360.876.7960
2021 NW Mhyre Rd, Suite 107
TACOMA 2S3.272.3055
621 Pacific Avenue Suite 104
well
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.!.!.!.!.!.!.!.!.!.!.!::
�.11lll.
NOT TO SCALE DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE RECORD DRAWING PLOT: 1 DWG NO.
CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. REVISED TO CONFORM
TO CON TRUCTIO RECORDS ENGINEER: CCA E06
REVIEWED: MLM S
O4/25/12 DATE: Jul 15, 2013 SHEET NO.
= 362814 14
RH2 RING INC. DATE CLIENT: REN
REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 JOB NO.: 112-033 17
N0, REVISION BY REVIEW DATE FILENAME: LIBHS-D-EO6.DWG