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WIRING SCHEDULE
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
2" PVC (SCHEDULE 40)
2 — #6, 1 — #8 GREEN
MOUNTING,
HEIGHT
2
2" PVC (SCHEDULE 40)
2 — #8, 1 - #8 GREEN
1
3
EX. 2° PVC
2 — #6, 1 — #8 GREEN
EX. SPARE
100
PVC
2 — #8, 1 — #8 GREEN
EX. SPARE
CONSTRUCTION NOTES
OROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE.
OSPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING ®���'
JUNCTION BOX.
POLE SCHEDULE RECOMMENDED FOR APPROVAL
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING,
HEIGHT
MAST
ARM
CIRCUIT
NO.
SERVICE
1
4944B
N.E. 10TH ST.
0 +57.5
23' RT.
100
M —C —III
25'
8'
2
EX. #0093
2
4946B
N.E. 10TH ST.
2 +36.5
21' RT.
100
M —C —III
25'
6'
2
EX. #0093
3
4948B
N.E. 10TH ST.
4 +16.5
225' RT.
100
M —C —III
25'
8'
2
EX. #0093
4
4950B
N.E. 10TH ST.
5 +7:7.S
22.5' RT.
100
M -C —III
25'
8'
2
EX. #0093
5
4945C
HOOUTAM AVE. N.E.
24 +88
26' RT.
150
M —C —III
30'
8'
1
1 EX. #0078
G3 �
tllp �rennf CD -T- 327401
T '33090 i(yr q
ROLL 207 FwKm"h 31 9-1-
BY
DATE '*4
Mf "tiF
WAS
BY t
��
DATE 6� � /2o
HIEHERMAN'TRAFFIC
BY
DATE
ENGINEERING
��FS NA�ENG`a��
RECO DOCUMENT
9 tq -oL
15324 Southeast 133rd Court, 'Renton, Washington 98059
-RES 01/3i/°7 1
425- 277 -1740 tel. 425 -277 -5718 fax hte @comcast.net
BY �Afiu �/V(.
DATE 2 -0-67
G3 �
tllp �rennf CD -T- 327401
T '33090 i(yr q
ROLL 207 FwKm"h 31 9-1-
0
°J a SIZE AS
SIZE AS
R W LINE
TYP. CONC. PAD /
e c a
REQUIRED
REQUIRED
SIDEWALK
a
0 -188 WALL BRACKET �I 8 20
0.188 WALL BRACKET -1 8"
20
CURB
ALUM. ALLOY 6063 -T6
ALUM. ALLOY 6063 -T6
4 -1/2' 2" N.P.S-
4-1/2" 2" N.P.S.
w
BACK
O.D. SLIPFITTER
O.D. SLIPFITTER
n BROADWAY
OF SIDEWALK R/W
>
-
112" BNC LOCKBOLT 5' -9" RADIUS
/
GR. 18 -8 S.S.
1/2' BNC LOCKBOLT 5' 9" RADIUS
GR. 18 -8 S.S.
>
o
FLUSH JOINT 1' -2"
P
FLUSH JOINT V -2"
of CURB
C/)
4 -1/2" O.D.
4 -1/2" O.D.
SIDEWALK
OR/W
LINE
1,_2,.
j
p
W
c:1
z
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
2' VERHANG
VARIES
w
O
Z
SATIN GROUND FINISH
25' -0'
18' -3"
SATIN GROUND FINISH 30' 0"
23• 3"
H' 5' -7.5'
SL'
SHAFT
SHAFT
FACE OF CUF B TO
H 25' 30' 35' 40'
CENTER OF OLE
00
J
SL 18' -3" 23' -3" 28' -3" '33' -3"
J
T 0.188 1 0.188 0.219 0.219 1' -2"
r.;.
W
151 HANDHOLE. 4"x6" OPENING
W COVER AND S.S. SCREWS 8" O.D.
/
151 HANDHOLE. 4"x6" OPENING
W AND S.S. SCREWS 8" O.D.
TAPERED ALUM: POLE 2' TO 4'
'T' WALL ALLOY. 6063 -T6 OVERHANG
SATIN GROUN4. 1 =1NISH
o ;;.
�
BASE FLANGE ALLOY 356 -T6 WITH GROUND UG
/COVER.
BASE FLANGE ALLOY 356 T6 WITH GROUND UG
HANDHOLE 4 "z6" ,SL,
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
BOLT COVERS & S.S. SCREWS V -6••
BOLT COVERS & S.S. SCREWS �• 6.,
OPENING W /COVER
-a 1-11-1/4" SQ.
L --1`.1 1/4" SQ.
& S.S. scREws
GROUND LUG
TYPICAL STREET LIGHT
11' TO 12" DIA.
11" TO 12" DA.
INSIDE POLE
FOUNDATION LOCATION
o
o�
N
V z y:
00 3 E
BOLT CIRCLE
4 1/2' OF BOLT ABOVE
4" CONCRETE PAD FINISHED "GRADE
(4) 1" BNC G.ALV. STEEL
'
*,i
BOLT CIRCLE'
4 1/2" OF BOLT ABOVE
4" CONCRETE PAD %FINISHED GRADE
(4) 1" BNC GALV. STEEL
1'.6"
{ i i
o o\ I
NOTE SIDEWALK LOCATED BEHIND
LIGHT STANDARD NO. 2
Z ': ° -w
ANCHOR BOLTS WITH
NUTS AND WASHERS
ANCHOR BOLTS WITH 4'
NUTS AND WASHERS P
STREET LIGHT
CONDUIT TRENCH DEPTH 24"
W as
4
ALTERNATE STREET CROSS SECTION
CJ
�o
(MODIFIED)
STANDARD 25 FOOT DAVIT POLE
STANDARD 30 FOOT DAVIT POLE
LIGHT BASE AND JUNCTION BOX LOCATIONS
'E
ni
�'.
ADOPTED
CITY OF RENTON
+
\ ADOPTED
CITY OF RENTON.
; *
\ ADDPTED
RENTON
+
a�
=■! Standard plans
=�` Standard plans
±•` Standard plans
NT LST DATE: 10/30/96
N LST DATE': 10 /30/96
D LST DATE: 12/96
°
DATE REVISION BY APPR' DWG. NAME: SP PAGE JO02
PATE REVISION BY APPR' DWG. NAME: JR -02 SP PAGE:JO03
DATE
REVISION BY APPR
DWG. NAME: JR-35 SP FACE: JO14
o
2" N.P.S. SLIPFITTER
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
DRY
TYPICAL LIGHT BASE AND JUNCTION BOX
r
g
IN WEATHER 50
OR ABOVE.
CONCRETE PAD
7' -0" VARIABLE 3 -0
�1, -6,, MIN.
2"
NUMBERING EXAMPLES
1' -6"
BRACKET CABLE
1 P
0 0
`Y
2 5
1 1• 1'
3 6
C 8
4 T o .
r
TdRSS0407aw
LETTER LETTER
2" BY 3/4„
REDUCING WASHER
SUFFIXED PREFIXED
CITY PUGET POWER
FRONT VIEW SIDE VIEW
x
x
...OWNED `. OWNED
RECOMMENDED FOR APPROVAL
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
a
6CURB
BY DATE
<
3/4° ROMEX
CONNECTOR
WITH LOCKNUT
MOUNTING I
F
4 „i1 3, 0., I'--3' 0 „�I
. °......e...; A °.
8Y DATE
o
r
a
3/4”
HEIGHT
15 FEET 45'
TRAFFIC
FRONT VIEW SIDE VIEW
BY DATE
m
RECORD DOCUMENT
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
C
I1/4' -2„
PLAN ' VIEW
TYPICAL JUNCTION BOX "C”
CONCRETE PAD
/� l . �-�� 2 -29 0
BY DATE 7
f'
DECAL
RELECTORIZED
-212 2
1 4' -0" I- S-0"
v
5 Z
Z
o
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN
GOTHIC GOLD 239' 3"
WHITE LEGEND
Z
BOTH LUMINAIRES
ON BLACK
'P
�Ej
ARE ON SAME CIRCUIT
BACKGROUND
FRONT VIEW SIDE VIEW
R W730 0
FSfclsreRCG\��,
�
IK
S' 9'�1 oG
MAST ARM WIRING DETAIL
E.PRE= o,�N o7N
TYPICAL CONCRETE PAD DETAILS
STREET LIGHT STANDARD
�oo
STRAIN RELIEF DETAIL
DECAL NUMBERING SYSTEM
H
E
Y ADOPTED
Y
Y
HERMAN TRAFFIC ENGINEERING
(V
_y
�C
CITY OF RENTON
Standard plans
T LST DATE: 10/30/96
ADOPTED
CITY OF RENTON
* .�
i Standard plans
NT LST DATE: 12/96
ADOPTED
CITY OF RENTON
+ ,� +
p�= Standard plans
T LST DATE: 10/30/96
15324 Southeast 133rd Court, Renton, Washington 98059
9
425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net
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UAlt I REVISION DWG. NAME: JR -05 SP PAGE: J006
DATE REVISION Y IAPPR DWG. NAME: JR -09A SP PAGE: J009 1
DATE
REVISION TPY p DWG. NAME: JR -36A SP PAGE: J015
RO-L-,L .2 0 7' F R 3114�1.z
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" °TES:
LIGHTING STANDARD
& JUNCTION BOX
�
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J Is
4— M
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
� 7
�
�
�
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Boxes shall be 28% minimum of overall thickness.
3
�
�
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
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e
' O - � D o °- ° O o
°
p O v O
°
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-
wire fabric welded to the frame.
°va ° v0 .o ° d e °D
When noted in the contract. Type 2 end Type 3 Boxes shall be provided with 12° deep
o O O °
e D
c� o
z ' D
extension boxes.
po
PLAN VIEW O O vD° O D
= 60 3'
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.
O O 4 O
n o p
°e
�?
�.
Non- concrete Boxes may be submitted for approval. Evaluation will include on H -20
OD° p�
° � °.. °
Load Test.
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pv
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v pp Op
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JUNCTION BOX DIMENSION TABLE I c I
STREET LIGHT POLE
JUNCTION BOX
-
Z �
BOX TYPE
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�
ITEM
TYPE 1
ALIERNAIE A ALIFRNATE B
TYPE 2
-
�
�
L�
A Box Outside len th
22"
22"
33"
p Z
B Box Outside Width
1;"
17"
22 1 2"
C Box inside Len th
18"
19"
28"
�
D Box Inside width
13"
14�
17"
LIJ �
Q
-
1'
E Lid Len th
18"
18"
26 1 2"
QZ
J Z
�
SIDE VIEW � v o v o �
� '� DEEP
e d �e o o,
F Lid�Width 13" 13" 17"
G Box De th 12" 12 "' 12" Pw" ��
0 �
H Lid &Frame De th 5 16" 5 16 ". 5 16° �
�
p° °° o
�
�
J Wall. Thickness Min. 1 1 2" l l 2" 1 1 2"
O
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J.
KWre Reinforcement W -3 W -2.5 W -2.5 ti`
o°
LdJ
L Le end See Detail See Detail See Detail ;a
v00
e e e e..
-
ET.EVAnon v1Ew
�
ITEM MATERIALS : �
Box 6000 PSI concrete See Notes ae
O v o
O
� -
-
tFrame Diamond PI to Steel - A786 � � �� _� .•
•Lid Su drt 1 8'Min. Thirk Steel C, L or I - A36 -{„�, °' �'"`
°°
° °
*.Lid -0icmondPlateSteel -A786
Anchors Steel Wire or Tee Plate s- cnAV> =� PA°
Reinforcement ASTM A -82 Steel
NDIVIDUAL JUNCTION
BOX
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m o
4.•
•GALVANIZEDSTEEL
: O v O ° O ° D ° Q v O
-
TYPICAL JUNGTIDN BD %INSTALLATION OETNLS
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'8'
� �
�
� Z
��
¢
� -
LEGEND DETAIL (Merle L) F� �� m TYPE'I'BOx
SIGNALS � 5� o TYPE!n•BOx
o ° °a
o z D
°o i
o
NOTE: CLASS CONCRETE
TO BE USED IN :
CONSTRUCTION OF PAD
LIJ
°`''
a.a
LIGHTING J ^a•'°4
4 J o
—
� �
\O+o
TS -LT HOOI( OETNL PUN SYMBOLS
�`XO"1°°'�
� /
E
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
� p
° D ° 1'
'
CONCRETE PAD DETAILS
�,
JUNCTION BOX DETAILS
o o ° cv v v ,
l
T
A y
-may f�
_
�E
�E
C �
C �
� T�
I ��j � Y ADOPTED
F Letl th 1/B' Weld It''- "�_""-il CITP OF F2ENTON
B d G d ff D nd -Ra,,,
P tt n fieforeformm9 it i ♦ �
1'
PLAN VIEW
� Y ADOPTED
CPfY OF RENTON
4
�'•-
.
o �
a�
laftars. =■- Standard. plans
IuuMINAnoN sysrl=_M LEGEND
Standard plans
t LST DATE:I 1/89
DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGEJ016.
DATE REVISION 8Y APPR
T LST DATE: 10�30�96
DWG. NAME: JR -07 SP -. PAGE: J008
s
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V a
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�8
�
EPDXY FILL EPDXY FILL
�_�
,;,
',_INLINE
�
�
B��
SPLICE
„�
WYE SPLICE
SPLICE KIT _
FUSE KITS
QUICK .DISCONNECT
-
10 AMP IN LINE FUSE
TO LUMINAIRE
-KITS S;E.C. _OR EQUAL
•
x x
x
TYPICAL DESIGN "8 "..
-
Brc a
s� �
JUNCTION BOX
1/4" MINIMUM
§ �
�
� �
SPLICE KITS GROUND LUG
DRAIN HOLE
a
�
° �
DIAMETER 7/S"
T
CLEAR EPDXY SPLICE
KITS -0N ALC THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
� BASE
4' CONCRETE
PAD
5' 9„
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP -0F SIDEWALK
OR CURB.
� ®����� ���
�
a
a
a
�
III= =III III °_
—1111 =III -III '° III =III II° -= II -1111 -1111
�a GREEN IIII IIII- 1111 =IIII
o
—
^�
m
�4_��8
LOAD LINEi,
RouNO wIRE 4 IIII°
GROUND
CLAMP
4
.
RECOMMENDED FOR APPROVAL
BY DATE
FUSE
1 �4" 1 �4"
2— (SIZED AS REO'D)
1 �8" Oo 0 1 �8"
'
PVG CONDUIT
LIGHTING SYSTEM SYSTEM
BY DATE
WIRES TO CONTACTOR
coNCRETE
CUTTING RINGS
FOUNDATION
5 /8 "x8'
-
� 3' S0.
gY DATE
OR DIA.
GROUND RODD
RECORD DOCUMENT,
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N
FUSE KIT
%�. �V 2 -z7-eJ
u
�
�r`�s'�RT� j�tl�
BY K-w�� DATE
�'t � OF WASIyI �l"
�
FUSE KIT & SPLICE KIT DETAILS
.TYPICAL LIGHTING UNDERGROUND SYSTEM
m(uNea o�si u
� z
CC
C HERMAN TRAFFIC ENGINEERING
'�
n±
� ADOPTED
Y .ADOPTED
m �
�`J
� • e crrr of EENTOx
� 4 crrr of c+sNxox
POFSferSTEeEa��4``
1 5324 Southeast 133rd Court, Renton, Washington 98054
Standard plena
.T ]3T DATE: 17/5/96
Standard plans :
.T � LST DATE: 12/96
SlONAL E� 9_Li -6L
E %PIKES O1 /31 /0]
42S-27J-1 J40 tel. 42S-2JJ-SJ18 fdX hte @comcast. net
o
Z
DATE REVISION BY APPR'D DWG. NAME: JR -12 SP PAGE: J013
AT VII
DWG. NAME: JR -06 SP PAGE: J007
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