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TAPERED ALUM. POLE VE-RIHIANS
'T' WALL ALLIIY 6063-T6
SATIN GROUND FINIS!4
OPENING WICO✓ER
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/GROUND LUG
INSIDE POLE
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TYPICAL STREET CROSS SECTION
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LIGHT BASE AND d"V',AV'C%_R0N BOX LOCATIONS
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F 0 WIRING SCHEMATIC
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1"V7 TYPE III SERVICE 120/240 VOLT
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'11CC A WON BREAKER
2 PELE 2AO %VTI
20 A
2 P
BRANCH BREAKERS
120/240 VICE T
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A UTILITY
PLUG (C
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A A A STREET L
B B B CONTACTO
CIRCUIT WIRES TO LIGHTING RUNS
PHOTO-CELL
V) NE-109—ILD ON WIRING COLOR CODE
NEAREST A. WHITE JACKET (NEUTRAL)
LUNINAIRE B. BLACK JACKET ("NE)
C. GREEN JACKET (GROMD)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
STREET LIGHTING CONTACTOR
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CABINET SCHEMA 77C
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JUNCTION BOX DETAILS
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POLE M/
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ARM LEW7HI
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STA 0+95, 23' RT
Support, VM ll Reid f- La 1 -AM
5,
1 Dimmand Pk;b5 Std - 1133E
2" PVC - SCH 80
Anchors i Steel Wire or Tee Pi=e
NE 24TH STREET
Re ilill- I ASTUM A-F2 S
'GALVANIZED STE-_-i
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LEGEND DETAIL
°; CAL JiJNM, ON BOX INSTALLATION DETAILS
SIGNALS
LIGHTING
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TS-LT
ME 24-IN STREET
TELEMETRY SK;K& SYS-E-V L=Cl
BOX
-YPE V Box
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-Q2L_D�TAL PLAN SYMBOLS
Form-Letters with 1/8'
Beod. Grind off Dicirriond
Pattern before form
ABERDEEN AVE. NE_
letters- CLIAPIA- SYSTEM -L93ENu-
�ON
JUNCTION BOX DETAILS
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POLE M/
POLE LOC4 770M
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ARM LEW7HI
1UMM4W
JCZ& POLE ID
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STA 0+95, 23' RT
25'
5,
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2" PVC - SCH 80
2 - 0 T H_ W. CU.
i -8 BARE
NE 24TH STREET
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STA 2+81, 23 RT_
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3"
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ME 24-IN STREET
25
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STA 1+99, 23- RT
30'
7 50 AA FTS
ABERDEEN AVE. NE_
CON TA C TOR CABINET 7- LABEL ON SSW TH 9DE OF CAOMET." W SAVE LE—,z-- S
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STREET L]6HT Pa-ES, STA 2+54. 24" RT ABEl' AVE ME
7. &STALL ALUMINUM DAVIT ST,LE L444T STANDARD W1 1-so WATT
TO GROUND HP SODIUM VAPORILUMINAIRE & LAMP - 25- M90UNHING, H&GP7-
ROD Li %l TO BE M - C - R' gh5 TFfF_,1 ROM FLAT LEA--,
V250AL W1 CUTOFF OPTICS-
2r YNSTALL TYPE 76- uIJNCFGA BOX
.3 IVEZALL STREET LIGHT r_ON7'A'�TGR CA&tJET 1201240 T?pr
A--O T L _
CROLINDED NEUTRAL SERVICE
PROVIDE Ciill BREAKERS & ONE (C0fi1TAC'7Fn_P CABINET AS _a;VHCWj kh,
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,RESEr 1i,/,1VffiiAT/CV1 PLANS.
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All dimenS:OnS •ure -ir-rrium. ExG cure* icr5 =o-c dzffe-e-•
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E ' e note,- :id thickeners overall minimums. The Diamond Pcitte- fo� Type
'Oxcs shell be 28% minimum of overall thickness
Lid support members shall be welded to the uorne.
400OPS' concrete is allowed if box reinforcement consists of 6 X 6 - N3 X W-7 welded
wire fool welded to the frame.
When noted in the contract- Type 2 and Type 3 Boxes shall be provided itrr 121' deep
extension boxes
When noted in the contract - Type 2 Boxes shall be provided with a 10' X 2-1 11/?" 10
I
gage divider plate complete with fasteners.
Non concrete Boxes may be submitted for approval. Evaluation will include cr H-20
Load Test
VARIABLE 30'
MIN
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FRONT VIEW SIDE VIEW
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
30' T-10'
4' T
L_ - - -J L
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX 'B'
CONCRETE PAD
4 �- 40' 3-10"
4- . ...... �
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FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX 'C'
CONCRETE PAD
TYPICAL CONCRETE PAD DETAILS
T-23#202
CONDUIT & WIR/NG SCHEDULE
RUN NO.
CONDUIT
SCHEDULE
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2" PVC - SCH. 80
J - #2 SERVICE
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2" PVC - SCH. 40
2 - #8 T.H. W. CU.
BY DATE
2" PVC - SCH 80
2 - 0 T H_ W. CU.
i -8 BARE
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APPROVED
BYdtL2g� DATE _'&&g
APPROVED
BY DATE
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TOUMA Ell
. ERS
WEST VALLEY BUSINESS PARK
6632 SOUTH 191ST PLAC& SIJ17E E -102 -KENT WA 98032
PHONE (425) 251-0665 FAX (425) 257-0625
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