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0.188 WALL BRACKET
SIDEWALK ALUM. ALLOY 6063 -T6 2
SI
CURB 4 t/2
O.D. SLIPFITTER
10' UTILITY EASEMENT 5' -9" RA 2"
BROADWAY 1/2" 8NC LOCKBOLT "BRACKET
GR. 18 -8 S.S.
R W FLUSH JOINT .71--2-
CURB 4 -1/2" O.D. f ��
SIDEWALK
R/W LINE 1' -2"
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25'
30'
35'
40'
T
I 1' -2
BY 3/4
10' MIN.
2' TO 4'
SHAM
CONNECTOR
WITH LOCKNUT
SL
REDUCING WASHER
CLEARANCE FROM DRIVEWAY
OVERHANG
33' -3
T
0.188
0.188
0.219
0.219
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ALTERNATE PLAN VIEW 'H'
TAPERED ALUM. POLE
Z
X18'
SL'
0.188 WALL ALLOY 6063 -T6
p.
SATIN GROUND FINISH
25
-0"
O; Q
FACE OF CU 8 TO
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-s"
, -.3/4" ROUFX
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25'
30'
35'
40'
T
I 1' -2
SHAM
CONNECTOR
WITH LOCKNUT
SL
18'-
23 3-128--3-1
33' -3
T
0.188
0.188
0.219
0.219
_
TAPERED ALUM. POLE 2' VERHANG •`
T WALL ALLOY 6063 -T6 SINGLE OR DOUBLE MAST
SATIN GROUND FINISH STREET LIGHT CONDUIT ARM AS REQUIRED
'H' TRENCH DEPTH 24"
HANDHOLE 4"x6"
OPENING W /COVER SL 151 HANDHOLE. 4"x6" OPENING
& S.S. SCREWS. TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS 8" O.D.
GROUND LUG
INSIDE POLE FOUNDATION LOCATION
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
1' -6"
a
BOLT COVERS & S.S. SCREWS 1, 6.
. q y \ f
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
44 `� s ;: ° ° e 1--11-1/4!- SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
Q `0 STREET LIGHT i` ARE: ON SAME CIRCUIT
3 CONDUIT TRENCH DEPTH 24" 11" TO 12" DIA.
�y 0 BOLT CIRCLE �y/�q� 4 1 /2" OF BOLT ABOVE
E., W a ALTERNATE STREET CROSS SECTION 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL
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LIGHT BASE AND JUNCTION BOX LOCATIONS (a) t" BNC cALV. STEEL
:2 ANCHOR BOLTS WITH a' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL
NUTS AND WASHERS
m
ADOPTED �p 4' ADOPTED ADOPTED OF REN
�1 0 ♦ ♦ Standard plans ♦ dNplans ♦.♦ S andNplans
a LST DATE: 12/96 LST DATE: 10/30/96 LST DATE: 10/30/96
DATE REVISION BY PPR DWG. NAME: JR -35 SP PAGE: J014
$ DATE REVISION BY PPR DWG. NAME: JR -01 SP PAGE: J002 DATE I REVISION 13Y PR DWG. NAME: JR -05 SP PAGE: J006
° LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS
VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN �T � OR DA O WEATHER 50 °F
CONCRETE PAD
o -- ovo Ov ° °ov o 7' -0" VARIABLE MIN.
DO /� p �OvD 00 e D OOv �1' -6'
y a/ n °C 0 vo � ° e o v Dv nvD NUMBERING EXAMPLES
PLAN VIEW ; pO RA vD 1 o D = D ao 3' 2 5 i 1, 1.
4 "T i I.° 1. CAUT /ON:
7 Y` (• _ - - - - - - L J •' n LOCATION OF EXISTING UTILITIES SHOWN IS
e D eD ° o
Dv o v Dv D OD C $ .o, . - - - - - -- • A APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
LETTER LETTER RESPONSIBILITY TO POTHOLE AS REQUIRED
STREET LIGHT POLE JUNCTION BOX SUFFIXED PREFIXED AND FIELD VERIFY LOCATION OF UTILITIES
FRONT VIEW SIDE VIEW
OWNED OWNED POWER PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDER0ROUND UTILITY NOTE:
TYPICAL JUNCTION BOX "B" YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
1> CURB CONCRETE PAD BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND
OF UTILITJES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
a D 09 �I-- 3' -0 "�I F'- 3'- 0 " ---) BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
¢ SIDE VIEW Ov D v v D o 0 4" DEEP �� 4" COST OF REPAIRS TO THE SERVICE).
I O pn evD MOUNTING I 9� T I
o ° f� DD HEIGHT F I I I I
°o ° 15 FEET 450 L - - - -J L - -J
m vo I I o° ° TRAFFIC FRONT VIEW SIDE VIEW
1 — —e_ RECORO G7RAW //VG RECOMMENDED
FOR APPROVAL
o
oe o° 13/4 °2 TYPICAL JUNCTION BOX "C" T=34! 5 007
PLAN VIEW �� CONCRETE PAD BY
INDIVIDUAL JUNCTION BOX 1-- -4' -0" H 1-- S- 0 " - --) CHECKED FOR COMPLIANCE
DECAL: 4 "r _. ,ti TO CITY STANDARDS
ovo 0 o D ovo RELECTORIZED T
° ° D v GOTHIC GOLD 2"- 2Y2 23B" -3" ( I I I DATE
D OR WHITE LEGEND aL_ ___ —J L---J
z ° e ° D °e° NOTE: CLASS 'B' CONCRETE ON BLACK DATE
° TO BE USED IN BACKGROUND FRONT VIEW SIDE VIEW DATE
D
Zi e 0 = D DdO CONSTRUCTION OF PAD
4 O o
4 o TYPICAL 'CONCRETE PAD DETAILS ONALO
CONCRETE PAD DETAILS STREET LIGHT STANDARD rA�� wASy4
0 0 o Dv v v D
DECAL NUMBERING SYSTEM �
N
1 ADOPTED
or lumm ADOPTED ADOPTED NORTHWEST
PLAN VIEW . ♦ plans OF RRNTON crff OF RRNiON TRAFF/!" EXPERTS °FyF��S7Ea��6��
Standard lens ♦ ♦ ♦ ♦ r
LST DATE: 10/30/96 Standard plans Standard plans 'sIONAL E�
LST DATE: 12/96 LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 98033 ,.
z DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 L>�� 9/15/12
I DATE I REVISION DATE REVISION BY PPR DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015
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