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NE 1/4 SECTION 14, TOWNSHIP 23N, RAN IIE 5E, W.M.
LED LAMP
WATTAGE
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LUMINAIRE SCHEDULE
LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
NE 1/4 SECTION 14, TOWNSHIP 23N, RAN IIE 5E, W.M.
LED LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
STANDARD
PLAN #
1
40
N
A
156TH AVE SE 70 +91
20.5' RT
44
4
14
40
117.2
2
3
A
156TH AVE SE 72 +17
w
100/44
I
N8744'18" 588.50'
117.1
3
PVC
(SCHEDULE
B
NE 1ST ST 10 +68
16.5 RT
44 LED
.6'/4'
NA
14
11 .1
-_
PSE POWER
s
- - - -- r--- - - - - --
i r--- - - -___
NE 1ST ST 11 +18
16.5 LT
44 L DI
NA
14
I
I I I I I I 1 r-- - - -___
B
NE 1ST ST 1 778--
EXISTING 250 WA
44 LED
4
14
116.1
LUMINAIRE ON WOOD P
NE 1ST ST 12 +23
79. 5 LT
44 LED
NA
14
11.6.1
TO REMAIN
JI$
NE 1ST ST 12 +96
p
I P I I I I I
44 LED
NA
14
116.1
8
7 6 i i
NE 1ST ST 13 +48
16.5 LT
��
NA
14
116.1
5 4 i
B
NE 1ST ST +
16.5 RT
L
1I
I i i i i 3 2 i i
NE 1ST ST +
16.5. LT
i i 1
116.1
NE 1ST ST 15+01
I I I LOT 2 I I
414 L
Y
116.1
� � I I � � I I
i
NE 1ST ST. 15 +38
.16.5 LT 1
EXISTING 150 1YArr�
14
116.1
L - -- __� L - -- I I
- - - - - _ _ _ _ J I I I I I I
I
NE 1ST ST +
LUMINAIRE ON WOOD PO ��1fII
TO BE REMOVE BY OTHF.�S
44 LED
14
- _
\, - - - - _ - - I I
1 - - - - - --' L------ I
^�
B
YAKIMA AVE SE 24 +71
3
44 LEDI
1 - - - --I `- - - -- I I.
- - - - - J L_ - _ - - - _ -__J L--
14
116.1
In
A
YAKIMA AVE NE +
_ - - -_ -J
4 E
14
116.1
--- _-- Z -
w
71 +68.37 (1561H AVE. SE.
- - -------- _
-r T
___ ________ __ _` _. - _.__ _ _ _ - "- -- -. - '=- -1 'Tr 1
-- +
1
�'N
'n^
=10 +00.00 (NE 1ST ST
-- - -- ---- -' -' --- _ 1
1
I
- -- - - - - 1
-- --- - - --- - - - --
-
EXISTING 250 WATT
_ _
LUMINAIRE ON ALUMINIM
POLE TO REMAIN
1 -- .,. _ �
I
r
\
- ---- - - - - --
-i r---- - - - --I
:: I I I
I
�
2
4930°w 150.08' 1 I I I I
`• I (]
9 I I I
I
N 150 WATT J 1 I I
I 11 I
rLl^l
61
LAORAIRE ON WOOD POLE I Iv,
VED BY OTHERS 12 I I 13
V)
1 TRACT ,A,, i i i 14
STORM DRAINAGE I I I I
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LOT I I
Q
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7w as - - - -'
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o
.
ew 4sz.0
N874950 "W 150.06'
°n
TW 493.7
N
0. I OW 490.9 N87.4950 ' W 440:78'
--
I
I
-
f
�
I
LUMINAIRE SCHEDULE
LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
OFFSET
(FEET)
LED LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
STANDARD
PLAN #
1
40
2-#6, 1-#6
A
156TH AVE SE 70 +91
20.5' RT
44
4
14
40
117.2
2
3
A
156TH AVE SE 72 +17
20.5' RT
100/44
4 - #6, . 1 -#6 GREEN
35'/14'
117.1
3
PVC
(SCHEDULE
B
NE 1ST ST 10 +68
16.5 RT
44 LED
.6'/4'
NA
14
11 .1
40)
PSE POWER
A
NE 1ST ST 11 +18
16.5 LT
44 L DI
NA
14
116.1
B
NE 1ST ST 1 778--
16.5 RT
44 LED
NA
14
116.1
A
NE 1ST ST 12 +23
79. 5 LT
44 LED
NA
14
11.6.1
B
NE 1ST ST 12 +96
16.5 RT
44 LED
NA
14
116.1
8
A
NE 1ST ST 13 +48
16.5 LT
44 LED
NA
14
116.1
B
NE 1ST ST +
16.5 RT
L
116.1
NE 1ST ST +
16.5. LT
116.1
NE 1ST ST 15+01
16.5 RTI
414 L
116.1
A
NE 1ST ST. 15 +38
.16.5 LT 1
44 LEDI
NA
14
116.1
B
NE 1ST ST +
16.5 RT
44 LED
14
116.1
B
YAKIMA AVE SE 24 +71
19.5 LT
44 LEDI
NA
14
116.1
In
A
YAKIMA AVE NE +
19.5 LT
4 E
14
116.1
CONSTRUCTION NOTES
OINSTALL NEIGHBORHOOD STREET PEDESTRIAN
LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN
126,1, CONCRETE FOUNDATION, AND ASSOCIATED
JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND
LUMINAIRE POLE SCHEDULE,
2O INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN
LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN
117,2, CONCRETE FOUNDATION, AND ASSOCIATED
JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND
LUMINAIRE POLE SCHEDULE,
O3 INSTALL ARTERIAL STREET DECORATIVE ROADWAY.
LUMINAIRE FIXTURES AND POLE PER STANDARD PLAN
117.1, CONCRETE FOUNDATION, AND ASSOCIATED
JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND
LUMINAIRE POLE SCHEDULE,
O4 INSTALL ELECTRICAL SERVICE CABINET # XXX PER
DETAILS ON SHEET 3, LOCATED ON 156TH AVE SE AT
APPROXIMATE STATION 72 +87, 20.5' RT, COORDINATE
WITH PSE FOR SERVICE CONNECTION.
O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD,
LEGEND
WIRING SCHEDULE
CONDUIT
RUN
CONDUIT.
SIZE.
APPROXIMATE AND
MAY NOT
CONDUCTORS
NOTES
. 1
2.0"
PVC
SCHEDULE
40
2-#6, 1-#6
GREEN
AND FIELD VERIFY.
2
2.0
PVC
SCHEDULE
40
4 7#6, 1
-#6 GREEN
3
2.0
PVC k5GHFULILL
80
4 - #6, . 1 -#6 GREEN
4
2.0"
PVC
(SCHEDULE
40)
4-#6, 1-#6 GREEN
3-#14 PHOTOCELL
5
2.0"
PVC
(SCHEDULE
40)
PSE POWER
30 0 30 60
scale feet
LOCATION OF EXISTING UTILITIES
SHOWN IS
APPROXIMATE AND
MAY NOT
BE
ACCURATE
OR ALL INCLUSIVE.
IT IS THE
CONTRACTOR'S
RESPONSIBILITY TO
POTHOLE
AS
REQUIRED
AND FIELD VERIFY.
LOCATION
OF
UTILITIES
UNDERGROUND UTILITY NOTE :,
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCAVA71ON WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN77AL REPAIR COS7S. (UP TO 7HREE TIMES THE
COST OF REPAIRS TO THE SERVCE).
14EWV
LED PEDESTRIAN LUMINAIRE RECOMMENDED
AND .DECORATIVE POLE FOR APPROVAL 3/1749
LED ROADWAY LUMINAIRE
i AND DECORATIVE POLE B
BY
- - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) CHECKED FOR COMPLIANCE
TO CITY STANDARDS
® TYPE 1 JUNCTION BOX WITH DATE
CONCRETE PAD
DATE
BE SERVICE CABINET DATE
Q WIRE NOTE
O CONSTRUCTION NOTE
T=36650
C -(I - 36G5o1
NORTHIANE�T
Ti4.4 FF /C EXPE�4TS IF
11410 NE 124th St., #590, Kirkland, WA 98034
Phone: 425.522.4118 Fax: 425.522.4311
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DEPARTMENT FIXTURE AND POLE DETAILS
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A� PUBLIC WORKS LUMINAIRE ARM AND MONMFINO RpvED:
IR DEPARTMENT BRACKET DETAILS
DTE
OWAlsm_s _
BE WPM RDNO ME CM A MMELA 9RdN ESE, N6N
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(NO 11PD0 d NRWAL TO SEES t9m. ED,
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(0.14'/") dM al 31' R - P E194
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RXTHI NEIDIt 2 - ANCHOR BOLT TEMPLATE DETAE
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ANDaR BOLT ASSEMBLY DETAIL
POLE ELEVATION FOUNDATION DETAILS
ARTERIAL STREET STD. PLAN - 117.1
N PUBLIC WORKS DECORATIVE ROADWAY LUMINAIIIEPOLE It ve0:
DEPARTMENT
DETAILS
B
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
Y
M
�U� U
O
ACRPIxI1113111'
LETTER LETTER PREFIXED
• NUMDK PEEESYtlM W MS ME WALL W
NO
LL
WLVNPISD SIRL
SUFFIXED PUGET POWER
At LBO (LNES6 o1MRNR WRO M HAMS) M
W
Q
CITY OWNED OWNED
xwhol. AFE MAYBE Ai I60'11M1
o
a
MOUNTING
fCURB
0
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J
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POLE ELEVATION FOUNDATION DETAILS
NBISYNROMNOOD STREET D. P - 119.1
PUBLIC WORKS - PEDESTRIAN LUMIMMM
DEPARTMENT FIXTURE AND POLE DETAILS
PU
AEE AALEVI" N1a11
S R la'
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DE L L ._T1v,:A WAY LU1INA�IR[
LUMINANCE ARM DETAILS LUMINAIRE ARM MOUNTING
BRACKET DETAILS
STD PLAN - 117.5
A� PUBLIC WORKS LUMINAIRE ARM AND MONMFINO RpvED:
IR DEPARTMENT BRACKET DETAILS
DTE
OWAlsm_s _
BE WPM RDNO ME CM A MMELA 9RdN ESE, N6N
RIARO PMTS 91w BE FACNHY (BY WLYME[0 SIFEL
RWD Mb POACR CWIfO. YuNEAtIWG) MDSN WLIE
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RDU.d roaLAR KCIIEH IF Fjpppp 4p BIOS) or MI 91(01 �p BASE PLATE DETAIL
(NO 11PD0 d NRWAL TO SEES t9m. ED,
MM IAAAEO PEE WEBS! ry Y w A910E1'[FS RF AO
(0.14'/") dM al 31' R - P E194
�EMIIY SPAdO
••• MAMAL LWNME LIMIT � ,„„.. � Y (MOST OMMAEES
(LUYIMIS IEXNI ♦ WRIMM F=i SIRS OIMFRYR W Hli�♦T�aIT
(]) BAMFA BIIAIXEIS NM N' -li MA TEXT
Hf591RE #LfA£ SRN6
WISH MICROS IMMER AMBM Sal CWE
(EATIM
BECAME IW RAWER TRAWL MH -�� P NDRs cow
MMI., Ralf AW " ro Rdl C ICRL FWTn1AnDN 4CDa1
2 -T Im WIDE
PER Y.WFACIUERY MMICIIMS W WIDPIXE 10
E' EE W T Unix
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EXTEND DE MINIMAL
DUDS WALL SEEKS LEO I'M BEYOND
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Un1EASAL dBYER,'NN MI M UNET, EMMILL % BY MASS ME) BY LWEO (EST . A•_p• S-W s
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PUBLIC WORKS A PROVeO
i
DEPARTMENT DECORATME PEDESTRIAN LUSIINAIRE POLE
DETAILS Wf
CAUTION;
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTORS
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING. NTH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND
U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN77AL REPAIR COSTS. (UP TO THREE 77MES 731E
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RECOMMENDED
FOR APPROVAL
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_
CIO, ?AFF /C EXPERTS �FS
11410 NE 1241h St., #590, Kirkland, WA 98034 IONni
Phone: 425.522.4118 Fax:425.522.4311
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PUBLIC WORKS A PROVeO
i
DEPARTMENT DECORATME PEDESTRIAN LUSIINAIRE POLE
DETAILS Wf
CAUTION;
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTORS
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING. NTH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND
U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN77AL REPAIR COSTS. (UP TO THREE 77MES 731E
COST OF REPAIRS TO THE SERVICE )..
RECOMMENDED
FOR APPROVAL
�l 3 /Afyls
BY M
�. l6ri...o/Q
BY
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
O�NWA �y
F S�
~ V)
NORTHWEST Ex
_
CIO, ?AFF /C EXPERTS �FS
11410 NE 1241h St., #590, Kirkland, WA 98034 IONni
Phone: 425.522.4118 Fax:425.522.4311
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J
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FUSE Mrs OACK 06CdxNECT
NOTES-
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
ALTERNATE B
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
10 AW IN LANE NEE KITS
Y
T
TO LUNWAIRE
S.E.C. ON EQUAL
O
0.218
2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR
REFOR TO WSDOT LOCKING UD STANDARD
Q:
Box Inside Length th
08 GREEN M W L IVO Min
DOW JUNCTION Wx TYPES I k 2
STAMIAO PLAN J- 10.10 -02
M
Z
TO FIXTURE GRdNID WO
FIXTURE MANUFACTURER
HAS A GROUND LUG A B8 GREEN
O
1/4- MINIMUM
GROORD LUO
D
Q
DRAM NOUL
SOPp CEE RITT5S GEM EPoo
WIPE RUXS ON Au MRU 2LYI R GROUT "
Q
Z
BET�LE�YEL CONCRE
SWAN
PUBLIC WORKS
TYPICAL LIGHTING
1
ON War.
4' CONORETE PAO
12"
DEPARTMENT
UNDERGROUND SYSTEM
5.
j1/
5 16
5. ifi"
S
J
J
1 1 2"
n
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1 30'
w�
FUSE Mrs OACK 06CdxNECT
NOTES-
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
ALTERNATE B
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
10 AW IN LANE NEE KITS
POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS
Z I
O
N
Iy
P
J' S0. OR GA
1 30'
MORE NOD
FUSE Mrs OACK 06CdxNECT
NOTES-
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
ALTERNATE B
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
10 AW IN LANE NEE KITS
POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS
T
TO LUNWAIRE
S.E.C. ON EQUAL
MAINTENANCE.
0.218
2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR
REFOR TO WSDOT LOCKING UD STANDARD
THE ATTACHMENT OF 'A GROUND WIRE A GREEN INSULATED
Box Inside Length th
08 GREEN M W L IVO Min
DOW JUNCTION Wx TYPES I k 2
STAMIAO PLAN J- 10.10 -02
TO THE GROUND
LUG INSIDE THE POLE HANDHOLE. IF THE
TO FIXTURE GRdNID WO
FIXTURE MANUFACTURER
HAS A GROUND LUG A B8 GREEN
17
1/4- MINIMUM
GROORD LUO
GROUND LUG TO THE POLE GROUND LUG.
18"
DRAM NOUL
SOPp CEE RITT5S GEM EPoo
WIPE RUXS ON Au MRU 2LYI R GROUT "
STD. PLAN - 119 .
BET�LE�YEL CONCRE
SWAN
PUBLIC WORKS
TYPICAL LIGHTING
1
ON War.
4' CONORETE PAO
12"
DEPARTMENT
UNDERGROUND SYSTEM
5.
j1/
5 16
5. ifi"
S
J
Wall Thickness Min.
1 1 2"
1 1 2"
1 1/2"
K
Wire Reinforcement
1111
W -2.5
W -2.5.
L
g
Legend
See
Z I
O
N
Iy
P
SC.e'
J' S0. OR GA
1 30'
MORE NOD
FUSE Mrs OACK 06CdxNECT
NOTES-
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
ALTERNATE B
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
10 AW IN LANE NEE KITS
POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS
T
TO LUNWAIRE
S.E.C. ON EQUAL
MAINTENANCE.
0.218
2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR
REFOR TO WSDOT LOCKING UD STANDARD
THE ATTACHMENT OF 'A GROUND WIRE A GREEN INSULATED
Box Inside Length th
08 GREEN M W L IVO Min
DOW JUNCTION Wx TYPES I k 2
STAMIAO PLAN J- 10.10 -02
TO THE GROUND
LUG INSIDE THE POLE HANDHOLE. IF THE
TO FIXTURE GRdNID WO
FIXTURE MANUFACTURER
HAS A GROUND LUG A B8 GREEN
17
1/4- MINIMUM
GROORD LUO
GROUND LUG TO THE POLE GROUND LUG.
18"
DRAM NOUL
SOPp CEE RITT5S GEM EPoo
WIPE RUXS ON Au MRU 2LYI R GROUT "
STD. PLAN - 119 .
BET�LE�YEL CONCRE
SWAN
PUBLIC WORKS
TYPICAL LIGHTING
1
ON War.
4' CONORETE PAO
12"
DEPARTMENT
UNDERGROUND SYSTEM
5.
j1/
5 16
5. ifi"
S
J
Wall Thickness Min.
1 1 2"
1 1 2"
1 1/2"
K
SC.e'
J' S0. OR GA
1 30'
COPPER ttA0
GRWNO RW
I 40'
NOTES-
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
ALTERNATE B
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
Z
POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS
T
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
IloT�ill
MAINTENANCE.
0.218
2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR
22 1/2"
THE ATTACHMENT OF 'A GROUND WIRE A GREEN INSULATED
Box Inside Length th
WIRE OF THE SAME SI2E SHALL BE RUN FROM THE FIXTURE
19"
TO THE GROUND
LUG INSIDE THE POLE HANDHOLE. IF THE
Box Inside Wdth
FIXTURE MANUFACTURER
HAS A GROUND LUG A B8 GREEN
17
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
Lid Length
GROUND LUG TO THE POLE GROUND LUG.
18"
26 1/2-
'
STD. PLAN - 119 .
a
PUBLIC WORKS
TYPICAL LIGHTING
1
PRAY
12"
DEPARTMENT
UNDERGROUND SYSTEM
H
j1/
5 16
5. ifi"
M"'6
OAIE
J
Wall Thickness Min.
1 1 2"
1 1 2"
1 1/2"
K
Wire Reinforcement
I N
W -2.5
W -2.5.
L
g
Legend
See
Detail
See
Detail
Sea Detail
LA
"M TO CONTACTOR
SC.e'
J' S0. OR GA
1 30'
COPPER ttA0
GRWNO RW
I 40'
NOTES-
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
ALTERNATE B
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
Z
POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS
T
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
0188
MAINTENANCE.
0.218
2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR
22 1/2"
THE ATTACHMENT OF 'A GROUND WIRE A GREEN INSULATED
Box Inside Length th
WIRE OF THE SAME SI2E SHALL BE RUN FROM THE FIXTURE
19"
TO THE GROUND
LUG INSIDE THE POLE HANDHOLE. IF THE
Box Inside Wdth
FIXTURE MANUFACTURER
HAS A GROUND LUG A B8 GREEN
17
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
Lid Length
GROUND LUG TO THE POLE GROUND LUG.
18"
26 1/2-
'
STD. PLAN - 119 .
a
PUBLIC WORKS
TYPICAL LIGHTING
1
PRAY
12"
DEPARTMENT
UNDERGROUND SYSTEM
H
j1/
5 16
5. ifi"
M"'6
OAIE
J
Wall Thickness Min.
1 1 2"
ME
ALA
WAY
Auc
NE
TV MIN.
CLEARANCE FROM DRIVEWAY.
ALTERNATE PLAN VIEW
N
1 25
1 30'
I M
I 40'
ALMOIAIE Al
ALTERNATE B
A
Z
�
T
I
0188
1®
0.218
•
22 1/2"
C
Box Inside Length th
W
19"
28"
D
Box Inside Wdth
13"
I 1 D'
17
ME
ALA
WAY
Auc
NE
TV MIN.
CLEARANCE FROM DRIVEWAY.
ALTERNATE PLAN VIEW
N
1 25
1 30'
I M
I 40'
ALMOIAIE Al
ALTERNATE B
A
Z
22"
T
OIBe
0188
..I.
0.218
TAPERED ALUM. POLE Y WALL
ALLOY 6063 -IB SATIN GROUND FINISH
NANOHOLE 418' OPENING
W /COYER k SS. SCREWS
GROUND WC INSIDE POLE I
1PENCH DEPTH 21'
TYPICAL STREET LIGHT
FOUNDATION LOCATION
STREET UGHT CONKAAT�
TRENCH DFPIH 24'
ALTERNATE STREET CROSS SECTION
PUBLIC WORKS I LIGHT BASE AND JUNCTION BOX
DEPARTMENT LOCATION
SPLICE KIT
DIAMETER = 7/8"
4 -7/8 ""
LOAD LINE
1/4" FUSE 1/4"
1 /8 O o 1/8"
CUTTING RINGS
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
Standard plem
LST DATE: 11/5/96
RPVISInN I Rv IAPPA DWG. NAME: JR -12 SP. PAGE
R
O
F
z�
w
wN fig Y
�- OCwj �tl ,pp{{ �Lt1pySj9d�d�}}� p'd gg�gg
g � .IA3d.iK tl i
Z
111
yypp .�J:
13
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement . consists of 6 X 6 - W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27,1/2" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
JUNCTION BOX DIMENSION TABLE I I c. ,I I
ITEM
Box TYPE
TY
1 TYPE 2.
ALMOIAIE Al
ALTERNATE B
A
Z
22"
22"
33"
g
�1
Y
0
- 17.
22 1/2"
C
Box Inside Length th
W
111
yypp .�J:
13
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement . consists of 6 X 6 - W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27,1/2" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
JUNCTION BOX DIMENSION TABLE I I c. ,I I
WF
W1
ITEM
ITEM
Box TYPE
TY
1 TYPE 2.
ALMOIAIE Al
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
Box. Outside Width
17'
- 17.
22 1/2"
C
Box Inside Length th
18"
19"
28"
D
Box Inside Wdth
13"
14"
17
E
Lid Length
18"
18"
26 1/2-
F
Lid Width
13
13'
- 17"
G
Box Depth
12"
12"
12'
H
Lid &Frame De th
5 16
5. ifi"
5/1,16
J
Wall Thickness Min.
1 1 2"
1 1 2"
1 1/2"
K
Wire Reinforcement
I N
W -2.5
W -2.5.
L
g
Legend
See
Detail
See
Detail
Sea Detail
WF
W1
ITEM
MATERIALS
Box
6080 PSI concrete See Notes
Frame
Diamond Plate Steel - A786
Lid Support
1 8 "Nb. Thick Sted r. L Or L - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
*GALVANIZED
STEEL
LEGEND DETAIL (Mare
L) IC-ISE`1
Il
SIGNALS
T
S1
LIGHTING
J
TS —LT
TELEMETRY
TRAFFIC SIGNAL' SYSTE�M LEGEND
-Form Letters with 1/8" Weld
Bead. Grind off Diamond
L•,....
KNEI
IIIiYY••���•�°°°•���___"`iiilll
Pattern before forming
letters
ILLUMINARON
SYSTEM LEGEND
PLAN NEW
S
AFE
ELEVATION MEW
J5B' GRAM]. PAD
CdAPACIED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
W
E TYPE 'I`BOX
0 TYPE 'II' BOX
MY/I0.1YSq
�pET/J� PLAN SYMBOLS
O.Imw x
JUNCTION BOX DETAILS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 11/89
DWG. NAME: JR -36 SP PAGE: JO 16
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120/240 VOLT
IM A MAIN BREAKER (MIN.)
2 POLE 2/0 YOLi
ICI
BRANCH 1/ 16 POLE
ZEST �ry1]I
SWITCH —
!I NZIRMR
G
E
UTILITY
PLUG (GFT)
CIRCUIT LWRES TO LIGHTING RUNS 1
A
PHOTOCELL TO GROUND
MEANEST ON ROD
NEAREST
LUMWMRE.
WRING COLOR CODE
A' WHITE JACKET (NEUTRAL)
B. BLACK JACKET (LINE)
C. GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
4 4 PUBLIC WORKS STREET LIGHTING CONTACTOR N!tl 1M
DEPARTMENT CABINET SCHEMATIC
QONWA y.y
NOR THWESTX
TRAFF /C EXPERT -s q 1
A EaG\r
11410 NE 1241h St., #590, Kirkland, WA 98034 ONAL
Phone: 425.522.4118 Fax: 425.522.4311
J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE
3/8 X 2 LONG PIN HEX
1/2" DIAM. HOLES SECURITY SCREW S.S. (TYP.)
COUNTERSUNK
14" X 19" AND 17" X 28"
GALVANIZED HANDHOLE LID
DRILL THREAD FOR
3/8" DIAM. BOLTS GALVANIZED STEEL BAR
1" WIDE; 1/2" THICK
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE;
TO CITY STANDARDS
DATE
DATE
DATE
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For NOTES see Std. Plan 126.2
PUBLIC WORKS CABINET FOUNDATION DETAILS R STD. PLAN .1
188
+"EIS DEPARTMENT Ark
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1