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CAST IRON TRAFFIC COVER 3 16" STEEL CHAMFER EDGES
� EMBOSSED "GROUND ROD" I I PLATE MINLO 1 /2 ALL AROUND
CAST IRON GRADE RING. I I SIZE TO SUIT ALTERNATIVE DESIGN FOR
N ADJUST TO FINISHED GRADE FINISHED GRADE I I MOUNTING DISCONNECT ! FINISHED 1 C
------------------------ 1
SWITCHES, STARTERS, ETC
CV �?�i r�-------------------__-, i t / I I OR MORE THAN O N E ITEM
PRECAST CONCRETE BOX �_ ` OF EQUIPMENT AT THE 1
SAME LOCATION. _ ( 6"x7/16" DIA
GROUND CONNECTOR 9" MIN. DIA. —ROUND OFF CORNERS (TYP) �" _ _ GALV ANCHOR
BURNDY TYPE GAR, JE]` i BOLTS (TYP 4)
GD OR GK � CONTROL - 2#4 REBAR
z �, O
BARE COPPER O STATION E 4x5.4 STEEL CHANNEL _ 1 _ J CROSS EACH OTHER
GROUNDING CONDUCTOR AT 90 DEGREES
9 PEA GRAVEL N CONDUIT L-10" x 14" CONCRETE BASE 9
00 (PROVIDE BASE FOR STAND
COMPACTED EARTH C,,l NOT ON CONCRETE SLAB)
� CLAMP
(TYP)1-1 /4"xz
(TYP) NOTE:
CONDUIT (TYP
" 6"x8-1/2"x1 /2" HOT DIP GALV STAND AFTER
GROUND ROD 3/4 X10-0 STEEL PLATE FABRICATION, DRILLING AND
COPPER -CLAD STEEL 10-3 8" LEVELING I GROUT AFTER LLVEELING WELDING. ALL MOUNTING
/NUT TYP 4 UPLING HARDWARE SHALL BE GALV STEEL.
MIN. DIA. ( ) y y y - CONCRETE SLAB
8 3"x7/16" O CAPSULE BOLT
GROUND ROD AND BOX INSTALLATION 3 WITH NUT & WASHER (TYP 4) EQUIPMENT MOUNTING STAND 4
SCALE: NONE E4 E17 FRONT VIEW SIDE VIEW SCALE: NONE E4, E5 E17
_ 1 /4"0 SELF -TAPPING
STATIONARY WARNING LIGHT �� SRE`N WITH WASHER (TYI)
- -
MOTION SENSOR FEDERAL SIGNAL MODEL: 121 S HATCH COVER � I �
TRUSS & DECKING
% I i SHOWN 90° U-CHANNEL %
` i I OUT OF PLANE U-CHANNEL NUT
14 +j-�
MOUNTING BRACKET TAG N0. COLOR HATCH OPENING I 3/8"0 ROD PROVIDED AS REQUIRED TO
FEDERAL SIGNAL J—BOX SUPPORT U—CHANNEL AT 12' INTERVALS —
LWMB2 OR EQUAL L-306 RED
c1 nrrP-n RACP- I—(`1-IANINIl _1 1 —F, /R"
/ .JLV 1 I L.V VI \mil L. V VI 1l \i YI YLL 1 V/ V
LIGHT FIXTURE 44 FS - ACCESS HATCH FRAME x 1-5/8" x 12 GAGE WITH 7/16"
CONDi. ,- BOX �� _-- _i-�
(HINGE SIDE) -- x 3" SLOTTED HOLE ON 4"
STEEL FLEXIBLE I - HANGER
6 ALARM BEACON DETAIL 6 I { CONDUIT (PROVIDED CENTERS (SUPERSTRUT A 1400S)ASSEMBLY 1 6
SCALE: NONE E9 E17 I j BY SWITCH VENDOR)
SPACER
„ STAINLESS STEEL BRACKET �
1 /2 (7 STRAND) I I MOUNTING L-BRACKET GAP ADJUSTABLE
m CABLE, HIGH STRENGTH 7/16"0 (7 STRAND) i I (0.2-0.6 INCH) �� --- NON-MAGNETIC 1/4"� LAG
GUY WIRE @ HORIZ WIRE I I HIGH STRENGTH GUY {` �L BRACKET (FIXED) BOLT (TYP)
LOCATIONS PER PLAN I I WIRE (TYP) EXTERIOR MOVING SWITCH WALL AND/OR
FIXTURE SURFACE MOUNTING BOX 18" OD STEEL POLE I I �� ------ J-BOX DOOR SPACER
CEILING TRUSS
5 PER PLAN & SCHED � � � 5
4" 0 BOX WITH FIXTURE E
WP COVER O I I - 3/8""0 (7 STRAND)
HIGH STRENGTH GUY
PLATE I I
FIXTURE MOUNTING DETAIL 5 I I WIRE VERTICALS (TYP HATCH SWITCH MOUNTING 7)17
TYPICAL DOOR SWITCH(ELEVATION)8 HID FIXTURE MOUNTING DETAIL 9
SCALE: NONE I SCALE: NONE SCALE: NONE SCALE: NONEE6 E7 E17 I EA POLE) E9 EE8 E9 E17 E6 E17
SLOTTED BASE U-CHANNEL 1-5/8"
W-1
62" I I ____1 /2 SS CARABINER x 1-5/8" x 12 GAGE .WITH 7/.16"
- I I @ 6-------- x 3" SLOTTED HOLE ON 4" 4
CENTERS (SUPERSTRUT A-1400S)
FIXTURE
O I
METER
CDSECTION I I VISQUEEN WRAP
Ln POLE OR APPROVED _
j I EQUAL @ CONC I TYP 1 /8
BREAKER JUNCTION BOX I I COLLAR
3 >- SECTION STEEL ANGLE
FUSE SECTION 3/4"Ox8" WHS ON (4) SIDES i BRACKET, - STEEL 3
WELDED TO PIPE (TYP) _ 2 IN WEB
FINISH 1 t SLOPE 1 I I ���J 1
�.-- CHANNEL
" (TYP)
zoGRADECONC COLLAR PER 11
• • • • • PLAN & SCHEDULE I o
6 x 5 x 8 D #5 @ 12 ON CENTER
(8) #5 TOP EA WAY �
CONC SLAB EACH WAY (TYP) 5 8" MINUS COMPACTED I I (4)5 TOP EA WAY 4
/ E17 E17 W=2953135
2 CRUSHED ROCK (TYP)
OR CDF (100 PSF) I I - EXTERIOR COATED j' / (TYP 2) 2
STEEL POLE
RECORD DRAWING
SERVICE METER AT GOLF COURSE 1 FIXTURE MOUNTING DETAIL 1 CABLE SUPPORT P4E
These Renard Drawings have been prepared based on information provided
/� c� �1 by the contractor and others. Kennedy/Jenks Consultants has not verified the
SCALE: NONE Z E SCALE: NONE SCALE NONE accuracy e completeness of information provided c them and does noE3 17 E6 E17 warrant the accuracy or completeness of these Record Drawings. Users of
these Record Drawings assume all risk of loss resulting from their use.
SURVEYED: SCALE: NONE
�- CITY OF RENTON DATE: 1
DEC 2005
DESIGNED: TEK VERTICAL: NAVD 1988 Buildin Public Works De
DRAWN: WL enPROJECT No. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks /Jks ECONOMIC AND ENGINEERING Plannin g� g/ Dept.
y SERVICES, INC. 3-01-358
CHECKED: TIW Consultants MAPLEWOOD
APPROVED: AT FULL SCALE 10900 `NE 4th STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS _
REVISION No.
32001 32nd Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005
IF NOT ONE INCH DATUM Federal Way, Washington 98001 sHT N o.
RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA ELECTRICAL DETAILS No. 2
NO. REVISION BY DATE APPR DWG No. El7R
A B C D E F G H I J K L M I N W- C3 5 3 A A
y
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