HomeMy WebLinkAboutWWP2703628.11PROPOSE
HATC
PROPOSED MOTOR SPLICE HANDHOLE.
SEE DETAILS ON DWG NO. E06
P8 C4
P9 MCC" J4 "RTU„
"MCC" "RTU"
x / x
x /
x /
x /
x / x
x /
/
x / x
/
x / x
x /
x /
/ x /
x / x
x �
x /
x /
x / x
x /
PROPOSED LIGHT POLE. SEE
J
G
C2
O I
C13
O
L
O C2
J
PEDESTAL D
07 07
POWER DISTRIBUTION AND SIGNAL PLAN
1/2" = 1'-0"
I PROPOSED FENCE
)ED F HULMAIN
TOR ITO INSTALL
RY ANTENNA PER
FHIS SHEET ,1
SED I,NTRUSION
.E KE�SWITCH,
H TO PEDESTAL
RT % F
09
FOR IFUTURE
ATIC RANSFER
I "At"
2"X4r MARKER
x
PROVIDE 12" DIAMETER
MINIMUM DRIP LOOP.
FINISH GRADE
2" C, ANTENNA CABLE
FROM VAULT
ELECTRICAL NOTES
® 11. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND
INSTRUMENTATION SCHEDULE.
XXX 2. SEE DWG NO. E02 FOR CONDUIT/CONDUCTOR SCHEDULES.
3 3. PROPOSED MOTOR CONTROL CENTER, 'MCC'. SEE DWG NO. E05
FOR DETAILS.
4� 4. PROPOSED MANUAL TRANSFER SWITCH, 'MTS'. PROVIDE SPACE
FOR FUTURE 'ATS'.
5. PROPOSED TELEMETRY PANEL, 'RTU'. PROVIDED BY CITY OF
RENTON. CONTRACTOR SHALL INSTALL THE 'RTU' AND CONNECT
ALL FIELD . SEE APPENDIX FOR TELEMETRY PANEL DRAWINGS.
6. TO PROPOSED PAD -MOUNT TRANSFORMER. SEE ELECTRICAL
SITE PLAN FOR CONTINUATION.
7. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD
CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR
ADDITIONAL DETAIL. LOCATE GROUND RODS 2' MINIMUM FROM
BUILDING FOUNDATION.
18. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2
LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL.
9 9. PROVIDE STAINLESS STEEL CALUMS CORD GRIP BASE (CGB) AT
CONDUIT PENETRATION INTO WET WELL, TYPICAL OF ALL CONDUIT
PENETRATIONS INTO WET WELL.
Al 1 10. SEE DWG NO. E02 FOR LIGHTING FIXTURE SCHEDULE.
11. LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN
LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE.
ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH
OTHER EQUIPMENT.
ANTENNA MOUNTED ON 1" 0
GALVANIZED PIPE EXTENDED
FROM 2 1/2" X 1" BELL
REDUCER ATOP 2 1/2"
ANTENNA MAST AT APPROX.
20' ABOVE GRADE.
-ENNA SUPPLIED BY
(TRACTOR. COORDINATE WITH
JER ON MOUNTING HEIGHT
) DIRECTION
2"xl /4"x36" GALVANIZED STEEL ANGLE.
CONTRACTOR SHALL WELD PLATE TO THE
ANTENNA MAST 12" BELOW ANTENNA.
POSITION IN DIRECTION SO THAT
ANTENNA CAN BE ACCESSED WITH A
LADDER. CONTRACTOR SHALL GALVANIZE
AFTER WELDING.
ANTENNA MAST. 2 1/2" SCHEDULE 40
GALVANIZED PIPE.
EMBED ANTENNA MAST IN
CONCRETE A MINIMUM OF 36".
BURNDY GAR1826 COPPER
ALLOY GROUND CLAMP,
p a
SUITABLE FOR DIRECT BURIAL.
a a� DRILL HOLE IN ANTENNA MAST AND
ROUTE ANTENNA CABLE THROUGH
MAST. CONTRACTOR SHALL PROVIDE
WATER TIGHT CONNECTION AT ENTRY
POINT AND RUBBER GROMMET TO
a I<
PREVENT CABLE FROM BEING DAMAGE
a AGAINST EDGE.
, a
#6 BARE COPPER GROUND TO
GROUNDING SYSTEM.
�0 As
16727
ONAL
SIGNED: 05123112
W
�4 O
38613
SjONAL
SIGNED. 05123112
\N'r�
z
Z
�o
Q
0
1►
J
LU
OC
�
U
Lift 0
Cr.
U
...,
0
W
m
W
J
J
W
ENGINEERS
PLANNERS
SC I FNT1 STS
RH2 ENGINEERING, INC.
http://www.rh2.com
moilbox0rh2.com 1.800.720.8052
BELLINGHAM 360.676.0836
454 West Horton Road
BOTHELL 425.951.5400
22722 29th Drive SE, Suite 210
EAST
WENATCHEE 509.886.2900
300 Simon Street, Suite 5
RICHLAND 509.946.S181
114 Columbia Point Drive, Suite C
SILVERDALE 360.876.7960
2021 NW Mhyre Rd, Suite 107
TACOMA 253.272.3OS9
621 Pacific Avenue Suite 104
SCALE: SHOWN
.DJOLE AND ANTENNA MOUNTING DETAIL
NOT TO SCALE 0 1 2
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
RECORD DRAWING PLOT: 1 DWG No.
REVISED TO CONFORM ENGINEER: CCA E04
TO CON TRUCTIO RECORDS =36281 I
REVIEWED: MLM
04/25/12 DATE: Jul 23, 2013 SHEET No.
RH2 RING INC. DATE CLIENT: REN 11
REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 JOB NO.: 112-033 17
REVISION BY REVIEW DATE FILENAME: LIBHS-D-E04.DWG