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PORTION OF THE N.W. 1/4 OF SEC. 142 TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
-- LUMINAIRE SCHEDULE
CONSTRUCTION NOTES
(J INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND
LUMINAIRE PER POLE SCHEDULE,
o INSTALL TYPE I JUNCTION BOX WITH CONCRETE PAD.
rn
O3 ROUTE CONDUIT AND CONDUCTORS TO EXISTING
JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING
CIRCUIT 'A' CONDUCTORS. VERIFY EXISTING
CONDUCTORS. INSTALL NEW CONDUCTORS IN EXISTING
CONDUIT TO SERVICE IF REQUIRED.
RfX�L 2 0
e
CA UT10 N:
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 UTIUTIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT_ (FT_)
1
4674B
A
NE 2ND CT 7 +32
22.5' LT.
100
8'
25'
2
46726
A
NE 2ND CT 9 +03
22.5' LT.
1G0
8'
25'
3
46768
A
CHELAN AVE NE 4 +65
22.5' LT.
100
8'
25'
4
46788
A
ICHELAN AVE NE 3 +42
1 22.5' LT.
100
8'
1 25'
WIRING SCHEDULE
CONDUIT
CONDUIT
CONDUCTORS
007-
RUN
SIZE
NOTES
AND ALUMINUM DAVIT STYLE POLE
CONCRETE PAD LIGHT BASE AND
1
1.5" PVC (SCHEDULE 40)
2 - #6, 1 — #6 GREEN
--- -- - --- • •
2
1.5' PVC SCHEDULE 80
2 — #6, 1 - #6 GREEN
LEGEND
EXISTING
NEW
007-
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
CONCRETE PAD LIGHT BASE AND
®
TYPE 1 JUNCTION BOX
--- -- - --- • •
-- - - - - --
PVC CONDUIT (SEE WIRING SCHEDULE)
ice'
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
AWIRE
NOTE
O
CONSTRUCTION NOTE
T03436101
x
P4
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40 0 40 80
scale feet
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS� /�j�/�/GJ��
rj�tpffEx
7— )?AFF /C ExpERrs
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
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RC}LL 2 0
NOTES-
AN dimensions are minimum. Exact configurations vary among different manufacturers.
The noted Fd thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 287. 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
ITEM
BOX TYPE
TYPE ,
ALTtATE A AL URAIE 8
TYPE 2
Box Outside le -
22"
22"
33"
Box Outside 1Fidth
17"
17"
o
BDX Inside Length
18"
19"
1 EPDXY FILL EPDXY FILL
Box Inside Width
13"
14"
i _
INLINE SPLICE
Lid Length
18"
WYE SPLICE
26 1 2"
FUSE KITS
SPLICE KIT
Z J
QUICK DISCONNECT tu.—TO
Box Depth
O Q
In
10 AMP IN LINE FUSE LUMINAIRE
KITS - S -E -C. OR EOUA
12"
> p
TYPICAL DESIGN "B"
5 16"
a
JUNCTION BOX —
1/4" MINIMUM
1 1 2°
Z
F- Q
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE I
Wire Reinforcement
~
Q
KITS ON ALL is IRU 2- MIN - GROUT
WIRE RUNS t UNDER POLE TOP OF CONCRETE
W -2"5
Z
4" CONCRETE , BASE FOUNDATION TO
!
See Detail
J
PAD —1 e f TOP OF SIDEWALK
5.1
of
9° OR CURB.
T
DIAMETER = 7/8°
ftl t
I
l'
illlil -°
J
!
##8 BARE = 7ffr °9e;r14fi (Il jj j 1 .Mill =lilt
g
—
COPPER t llli�lll 111
GROUND WIRE --�
�. — 4 -7/8'
1 —##8 GREENS I� CLAWPD j
4•
LOAD LINE
9!
2— (SIZED AS REO'D�
LIGHTING SYSTEM 0 PVC CONDUIT
WIRES TO CONTACTOR
CONCRETE
1/¢" FUSE 1/¢"
1 /8" Q 1 /8°
MRINGS
i
o
FOUNDATION—'- 3, SO
5/8 "x8'
CUTTING
Gr Z Y
COPPER —CLAD OR DIA.
DATE I GROUND ROD
0Q
3
Ey
FUSE KIT
�z
E- W a
TYPICAL
T
LIGHTING
UNDERGROUND
SYSTEM
FUSE KIT & SPLICE KIT DETAILS
v �!
ADOPTED
CITY OF RENTOe
ADOPTED
crrr OF E32MH
a
a
sr,>,da.a yea,
1ST DAM 12/96
yt,aaAra pla—
TSr DATE: 11/5/96
8
a
RVASI BY DWG" NAME: JR -06 SP PAGE. J007
DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE -JO13
i£
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0
rn
Ej
Of
RC}LL 2 0
NOTES-
AN dimensions are minimum. Exact configurations vary among different manufacturers.
The noted Fd thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 287. 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
ITEM
BOX TYPE
TYPE ,
ALTtATE A AL URAIE 8
TYPE 2
Box Outside le -
22"
22"
33"
Box Outside 1Fidth
17"
17"
22 , 2"
BDX Inside Length
18"
19"
28"
Box Inside Width
13"
14"
17"
Lid Length
18"
18"
26 1 2"
Lid Width
13"
13"
17"
Box Depth
12"
12"
12"
Lid & From Depth
5 16"
5 16"
5 16"
WON T!ddwss (WFL)
1 1 2°
1 1 2"
1 1/2'
Wire Reinforcement
W -3
W -25
W -2"5
[Legend
See Detail
See Detail
Detail
�I
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rj�tffEx
TIQAF -IC EX)7,077-s
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
- - - 3�a z LQA6
3y DIA. WLE;F 1
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AND COUNTaSINR _ fin Het cL�tf.
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17-12s
I I ff3YDMOLE VD
Dz1u THREAD FOR 1 DE17Ea EL BAB
r WI
'3 � DIA. BaLTS, f° WIDE,
HICK
J -11 TYPE 1 AND 2 HAND HOLE LOCKING DEVICE
RECOMMENDED
FOR APPROVAL
BY �i�
6tm.,i i /Za /d7
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
UY -T 3'9010L
i
D.EVATION NEW
ITEM MATERIALS
Box 600D PS conaete See Wes
�- Frame Dxrrnonnd Plate Steel - A.786
r
Step G L . T. - AS
"P26-
Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plat
ReENfmanlalt ASTM A -82 Steel
*GALVANIZED STEEL
TYPICAL JUNCTION BOX WSTALLATION DETAILS
Imo ,
LEGEND DETAIL (— Q
W 117E T BOX
T
SIGNALS g
L a 117E Tr Box
LIGHTING 3
^° ^�
TS -LT
NacX D� uL PuN Sweas
TELEMETRY TRArM SIGNAL SYSTEM LEGEND
JUNCTION BOX DETAILS
-E 1—ft— .Dn 118- twrda L �T,A
ADOPTED
crtr of I?BT1'fON
Pew � tuanTg K-1
Nu—
Standard plans
MUMMAMON SYSTEM LEGEND
T 1ST DATE: 11/89
DWG. NAME: JR -36 SP PAGE: J016
EEM3
rj�tffEx
TIQAF -IC EX)7,077-s
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
- - - 3�a z LQA6
3y DIA. WLE;F 1
x
AND COUNTaSINR _ fin Het cL�tf.
scr -•' - Li s�vi
t4` an¢�fg =[EB
17-12s
I I ff3YDMOLE VD
Dz1u THREAD FOR 1 DE17Ea EL BAB
r WI
'3 � DIA. BaLTS, f° WIDE,
HICK
J -11 TYPE 1 AND 2 HAND HOLE LOCKING DEVICE
RECOMMENDED
FOR APPROVAL
BY �i�
6tm.,i i /Za /d7
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
UY -T 3'9010L
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R/W LINE
SIDEWALK
CURB
CROADWAY
CURB
SIDEWALK
R/W UNE
10' MIN -
CLEARANCE FROM DRIVEWAY
ALTERNApL PLAN VIEV
H 25' 30' I 35' 1 40' 1
SL 1 18--3-123--3- 28'-3-133'-3-1
T 1 0.188 1 0 -188 ' 0 -279 1 0 -219 1' -2"
TAPERED ALUM- POLE 2' To 4'
'T' WALL ALLOY 6063 -T6 OVERHANG
SATIN GROUND F�NlSH
SIDE VIEW
DEEM
INDIVIDUAL JUNCTION BOX
2' TO 4'
Ov Oa O -baov O
a v
Z
o
a d ° pdv� NOTE: CLASS 'B' CONCRETE
_
L
HANDHOLE 4 "x6°
I OPENING W /COVER
e = Dep CONSTRUCTION OF PAD
SL
a o
0.. ev v v CONCRETE PAD DETAILS
CENTER OF FOLE
& S.S. SCREWS -
�Iy�
rror t 1fUVaf� W �t�ix tm7+c
F►+ Standard plans
NT LST DATE: 10/30/96
Z
16=ATE4I REVISION gy DWG. NAME: JR -07 SP PAGE: J(
OWNED
GROUND Luc
CURB
o.
OF,
INSIDE POLE
I
09
!A'
MOUNTING
O 0 "
HEIGHT
O O o
STREET LIGHT
F
E- 3
CONDUIT TRENCH DEPTH 24"
w a
AL 1 ERNA I S I s- EE T CROSS SECTION
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TRAFFIC
8
DATE I RENSION HY
LIGHTING STANDARD & JUNCTION SOX
f FLOW /
7'
p Ov O Ov c o0v O
a
ap G D 10vy p0 n 0pv
d v o vo o v ao
d 6
e4 d d
s`
PLAN VIEW
0
D
4 0
=
D AD
3
ODa
DA d P AN e
O av o v nv n 0
STREET LIGHT POLE JUNCTION BOX
SIDE VIEW
DEEM
sk
EL
10' UTILITY EASEMENT --\
1' -2"
INDIVIDUAL JUNCTION BOX
2' TO 4'
Ov Oa O -baov O
a v
Z
o
a d ° pdv� NOTE: CLASS 'B' CONCRETE
_
L
1° Z D TO BE USED IN
e = Dep CONSTRUCTION OF PAD
FACE OF CURB TO
a o
0.. ev v v CONCRETE PAD DETAILS
CENTER OF FOLE
PLAN VIEW
1' ADOPTED
My OF RENTON
�Iy�
rror t 1fUVaf� W �t�ix tm7+c
F►+ Standard plans
NT LST DATE: 10/30/96
Z
16=ATE4I REVISION gy DWG. NAME: JR -07 SP PAGE: J(
sk
EL
10' UTILITY EASEMENT --\
1' -2"
�ONWASO
2' TO 4'
OVERHANG
30251 -
�FSS�oNALP��G\2
,H, 8'
LETTER
FACE OF CURB TO
SUFFIXED
CENTER OF FOLE
'STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RERON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50OF
OR ABOVE.
NUMBERING EXAMPLES
131;' -2..
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD 2"- 2' /z 2'N'3'
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
C1TY OF RENTON
e
Standard plans
NT LST DATE: 12/96
el lig DWG. NAME: JR -09A SP PAGE: J009
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
MIN.
0 0
j 1' 1'
LAP
eob e
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
"'f 3' -0 -{ I- -3' -0"
4 �
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4 -0 "� 13' -0"
4" e• b • • iiC SRO • ..R
T Ll
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
NOm- a vacmE as samim a 1
lra srs w M LG dmG ADOPTED
1&]c O cm OF R6NTON
Standard plans
LST DATE: 11/7/96
REVISION I BY APPR DWG. NAME: JR -36A SP PAGE: J015
F T-% 3NAW"
k&�-Eaj
CAL17 /ON:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE_ AND MAY NO' BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTORS
RESPONSIBILITY TO POTHOLE AS REQUIRED
1AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION
a m o ..
RECOMMENDED
FOR APPROVAL
BY 45?t/." 4?.. 7 h .
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
�ONWASO
N®RTH WEaST
TRAP F!C EX)=,RT. '
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
30251 -
�FSS�oNALP��G\2
IRE& 9/15M
LETTER
SUFFIXED
CITY
OWNED
CURB
OF,
09
!A'
MOUNTING
+ 9�
HEIGHT
F
15
FEET
450
TRAFFIC
(
(
f FLOW /
131;' -2..
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD 2"- 2' /z 2'N'3'
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
C1TY OF RENTON
e
Standard plans
NT LST DATE: 12/96
el lig DWG. NAME: JR -09A SP PAGE: J009
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
MIN.
0 0
j 1' 1'
LAP
eob e
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
"'f 3' -0 -{ I- -3' -0"
4 �
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4 -0 "� 13' -0"
4" e• b • • iiC SRO • ..R
T Ll
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
NOm- a vacmE as samim a 1
lra srs w M LG dmG ADOPTED
1&]c O cm OF R6NTON
Standard plans
LST DATE: 11/7/96
REVISION I BY APPR DWG. NAME: JR -36A SP PAGE: J015
F T-% 3NAW"
k&�-Eaj
CAL17 /ON:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE_ AND MAY NO' BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTORS
RESPONSIBILITY TO POTHOLE AS REQUIRED
1AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION
a m o ..
RECOMMENDED
FOR APPROVAL
BY 45?t/." 4?.. 7 h .
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
�ONWASO
N®RTH WEaST
TRAP F!C EX)=,RT. '
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
30251 -
�FSS�oNALP��G\2
IRE& 9/15M
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PORTION OF THE N.W. 1/4 OF SEC. 14, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTO , WASHINGTON
CONSTRUCTION NOTES
O INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND
LUMINAIRE PER POLE SCHEDULE.
1 191
BM
INSTALL TYPE I JUNCTION BOX WITH CONCRETE PAD.
ROUTE CONDUIT AND CONDUCTORS TO EXISTING
JUNCTION BOX, SPLICE CONDUCTORS TO EXISTING
CIRCUIT °A" CONDUCTORS. VERIFY EXISTING
CONDUCTORS, INSTALL NEW CONDUCTORS IN EXISTING
CONDUIT TO SERVICE IF REQUIRED,
T- 338104
CAUTION:
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
PRIOR TO PROCEEDING WITH CONSTRUCTION_
LUMINAIRE SCHEDULE
LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
1
46748
A
NE 2ND CT 7 +32
22.5' LT.
100
8'
25'
2
46728
A
NE 2ND CT 9 +03
22.5' LT.
100
8'
25'
3
46768
A
CHELAN AVE NE 4 +65
22.5' LT.
100
8'
25'
4
4678B
A
CHELAN AVE NE 3 +42
22.5' LT.
100
8'
25'
WIRING SCHEDULE
CONDUIT
CONDUIT
CONDUCTORS
RUN
SIZE
NOTES
,L
1
1.5" PVC (SCHEDULE 40)
2 - #6, 1 - #6 GREEN
2
1.5 PVC SCHEDULE 80
2 - #6, 1 - #6 GREEN
EXISTING NEW
has K3
A
O
3381
LEGEND
TYPE M -C -III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTION BOX
PVC CONDUIT (SEE WIRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
1 ^11:7 =►[4101
MV
'V
C1
= J
CONSTRUCTION NOTE RECOMMENDED
FOR APPROVAL
BY ofu - /19 ✓3 L —> ����,'/
a-
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE 90
DATE
DATE
TnEffEX
TRAF -IC EXPERTS
10104- 11 Ith Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
33 101 IpANNip KC4 3 M
I - EXPIRES: 9/15/08 1