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0.188 WALL BRACKET
ALUM. ALLOY 6063 —T6
SIZE AS
REQUIRED
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2
0.188 WALL BRACKET
ALUM. ALLOY 6063 —T6
SIZE AS
REQUIRED ��
8
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2
N
R/W LINE
SIDEWALK
CURB
25'
30'
35'
40'
4 1 /2" 2" N.P.S.
CENTER OF
4 -1 /2" 2" N.P.S.
SL
18 3 -3 so
23 11 -359'
3
28 —3 w
O.D. SLIPFITTER
T
O.D. SLIPFITTER
1 0.188
0.219
ROADWAY
J
1/2" BNC LOCKBOLT
5' -9" RADIUS
1/2" BNC LOCKBOLT
5' -9" RADIUS
VARIES
GR. 18- 8 S.S.
GR. 18- 8 S.S.
FLUSH JOINT
1-2
FLUSH JOINT
1' -2'
CURB
4-1/2" O.D.
/
4 -1 2" O.D.
/
SIDEWALK
Of
LLJ
—j
�C
R/W LINE
•.
Q
�
10' MIN.
TAPERED ALUM. POLE
TAPERED ALUM. POLE
CLEARANCE
FROM DRIVEWAY
2' TO 4'
OVERHANG
Z
0.188 WALL ALLOY 6063 — T6
0.219 WALL ALLOY 606 3— T6
ALTERNATE
PLAN VIEW
p
SATIN GROUND FINISH
25'_0„
SATIN GROUND FINISH
40' -0"
,H, VARIES
V)
L
„d
18' -3"
331-3"
'SL'
Z
SHAFT
SHAFT
FA r_F nt` r_I JPIP Tn
J m
J �
H
25'
30'
35'
40'
CENTER OF
OLEv
SL
18 3 -3 so
23 11 -359'
3
28 —3 w
339— 3
T
0.188
1 0.188
0.219
1 0.219
J
I 1' -2'�
„ TAPERED ALUM. POLE 2' TO 4' o
OVERHANG f;
151 HANDHOLE. 4x6 OPENING 151 HANDHOLE. 4 x6 OPENING T WALL ALLOY 6063 —T6
W /COVER AND S.S. SCREWS 8 0•D• W /COVER AND S.S. SCREWS 8 O.D. SATIN GROUND FINISH ,
H
SIDEWALK MEANDERS STREET LIGHT CONDUIT
BASE FLANGE ALLOY 356 —T6 WITH �— GROUND UG BASE FLANGE ALLOY 356 —T6 WITH GROUND UG HANDHOLE 4 "x6" 'SL' ON DUVALL AVE. N.E. TRENCH DEPTH 24"
BOLT COVERS & S.S. SCREWS 1 , -6„ BOLT COVERS & S.S. SCREWS 1,_6„ OPENING W /COVER
& S.S. SCREWS.
�-I I�• --11 -1 /4" SQ. —•I I� --11 -1 /4" SQ. GROUND LUG
TYPICAL STREET LIGHT
11" TO 12" DIA. 11" TO 12" DIA. INSIDE POLE FOUNDATION LOCATION
1' -6"
Q.-&j BOLT CIRCLE 4 1 2" OF BOLT ABOVE BOLT CIRCLE 4 1 2" OF BOLT ABOVE
° ; 4" CONCRETE PAD FIN HED GRADE 4" CONCRETE PAD FINI HED GRADE -
Z �'C 4 1 " BNC GALV. STEEL 4 1 " BNC GALV. STEEL ` a
00 of C) ()
3 a ANCHOR BOLTS WITH 4v ANCHOR BOLTS WITH 4 STREET LIGHT �•'
}-- Z .� NUTS AND WASHERS 4„ f -i NUTS AND WASHERS 4„ CONDUIT TRENCH DEPTH 24"
L� ALTERNATE STREET CROSS SECTION
U Elf
cE
(MODIFIED)
STANDARD 25 FOOT DAVIT POLE STANDARD 40 FOOT DAVIT POLE LIGHT BASE AND JUNCTION BOX LOCATIONS
'E
N11 E
%ja ADOPTED ADOPTED
A's .� ♦ ♦ CITY OF RENTON ♦ ♦ =Y OF RENTON ADOPTED
Crff OF REN"N
_° 0 Standard plans Standard plans
Standard plans
E LST DATE: 10/30/96 LST DATE: 2— Oct -87 LST DATE: 12/96
DATE REVISION I BY JAPPRwpl DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION I BY APPR DWG. NAME: JR -04 SP PAGE: J005 DAB I REVISION IBY LAPPRYDI DWG. NAME: JR -35 SP PAGE: J014
2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS
o VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX
IN DRY WEATHER 50 R
OR ABOVE. CONCRETE PAD
3' — 0"
I�--1' -6" 7' -0" VARIABLE -- MIN.
2" NUMBERING EXAMPLES
BRACKET CABLE 1 P 0 .019-691 101
2 5 4 „� 1 1 + dr�w 3 6 T •:
4 7 ' f •
•o •o 0
C8 �-
� a
L V1
2” BY 3/4" SUFFIXED PREFIXED
REDUCING WASHER CITY PUGET POWER FRONT VIEW SIDE VIEW
= z = OWNED OWNED
TYPICAL JUNCTION BOX "B"
CURB CONCRETE PAD
a 3 4" R OM E X 0 1 Imo-- 3' — 0" �I I —3'— 0 " ----)
/ 4"
CONNECTOR �~
W MOUNTING -+- 9�, T
a WITH LOCKNUT HEIGHT F
3 4 15 FEET 450 RECOMMENDED FOR APPROVAL
°
} TRAFFIC FRONT VIEW SIDE VIEW BY DATE
M
a
SINGLE OR DOUBLE MAST FLOW
ARM AS REQUIRED
6Y DATE
13/4 —2" TYPICAL JUNCTION BOX "C" BY
DATE
PLAN VIEW CONCRETE PAD
DECAL: „.4 1.0 4:_ 019 1-* — 3' — 0— .— .�r��ti
RELECTORIZED , T
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2 — 2 2No - -3"
z OR WHITE LEGEND
0 BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ON BLACK
(n ARE ON SAME CIRCUIT FRONT VIEW SIDE VIEW W7
� BACKGROUND s GISTE�'°���►�'
cr /OM EN
li -� -•Y
MAST ARM WIRING DETAIL E„� �,,�,,�,
TYPICAL CONCRETE PAD DETAILS
STREET LIGHT STANDARD
STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM
ADOPTED ADOPTED
HERMAN TRAFFIC ENGINEERING
�r or = ON Cr or 11oN ADOPTED
carer OF MTOir
• • 15324 Southeast 133rd Court Renton
Standard lens Standard lane � , Washington 98059
P P Standard plans �
'0 "� •� LST DATE: 10/30/96 LST DATE: 12/96 LST DATE: 10/30/96 425- 277 -1740 tel. 425- 277 -5718 fax htefcomcast.net
i
DATE I ON I ay LAM' DWG. NAME: JR -05 SP PAGE: J006 W. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015 PR
SC JmF,o APR 2 9
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