HomeMy WebLinkAboutzT-3273SetM
� c
C �
L
t4%%
l
0
1oE4zF1 a.D
glp�J� "I PORTION OF THE N.E. 1/4 OF SEC. 15, WN 23 N., RGE 5 E., W.M.
� CITY OF RENTON, WASHINGTON
Z
CIL
O
U Z
W C:)
Z Q
Z
Y m
a J
'E
�E
Q'N
C_
c o,
�-
•� o
N � W
o � g
a.
W
0
r
m
z
0
ail
cr
z
v
J
w -
�z
�w
�Q
2
Ip
IN TER SECITION:
STA: 8+14. /
(LYONS AVE SE)=
S7A: 7 +00
(ROAD A)
op
i
1
i
� 30'
rn
0
0
2)C
a
20 A CCESS &
U TI L I TIES
EA SEMEN T
POLE SCHEDULE
ire
0
D
O
LEGEND
TYPE M -C -III N.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
WIRE NOTE
CONSTRUCTION NOTE
CONSTRUCTION NOTES
Ol INSTALL NEW CONDUCTORS THROUGH EXISTING EMPTY CONDUIT TO
EXISTING JUNCTION BOX. SPLICE NEW CONDUCTORS TO EXISTING
ILLUMINATION CIRCUIT INSIDE JUNCTION 80X.
2O INSTALL NEW CONDUCTORS IN EXISTING CONDUIT TO EXISTING JUNCTION
BOX. INSTALL NEW CONDUCTORS AND NEW CONDUIT TO NEW JUNCTION
BOX TO THE NORTH.
DINSTALL NEW TYPE 1 JUNCTION BOX.
4OINSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX AND LIGHT
STANDARD PER LUMINAIRE SCHEDULE AND DETAIL SHEET.
WIRING SCHEDULE
RUN
a°
I POLE
LOCATION
o) o
LL- Z
N �c
-0 —
O Q
o-o
F—
Q
1,5' PVC (SCHEDULE 40)
w
LiJ
:B
a Q-
2 - #8, 1 - #8 BARE
EXIST.
100
HPS
M -C -III
30'
'E
�E
Q'N
C_
c o,
�-
•� o
N � W
o � g
a.
W
0
r
m
z
0
ail
cr
z
v
J
w -
�z
�w
�Q
2
Ip
IN TER SECITION:
STA: 8+14. /
(LYONS AVE SE)=
S7A: 7 +00
(ROAD A)
op
i
1
i
� 30'
rn
0
0
2)C
a
20 A CCESS &
U TI L I TIES
EA SEMEN T
POLE SCHEDULE
ire
0
D
O
LEGEND
TYPE M -C -III N.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
WIRE NOTE
CONSTRUCTION NOTE
CONSTRUCTION NOTES
Ol INSTALL NEW CONDUCTORS THROUGH EXISTING EMPTY CONDUIT TO
EXISTING JUNCTION BOX. SPLICE NEW CONDUCTORS TO EXISTING
ILLUMINATION CIRCUIT INSIDE JUNCTION 80X.
2O INSTALL NEW CONDUCTORS IN EXISTING CONDUIT TO EXISTING JUNCTION
BOX. INSTALL NEW CONDUCTORS AND NEW CONDUIT TO NEW JUNCTION
BOX TO THE NORTH.
DINSTALL NEW TYPE 1 JUNCTION BOX.
4OINSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX AND LIGHT
STANDARD PER LUMINAIRE SCHEDULE AND DETAIL SHEET.
WIRING SCHEDULE
RUN
POLE
ID N0.
I POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
1
EX. 1.5' PVC (SCHEDULE 40)
2-#8,1-#8 BARE
2
1,5' PVC (SCHEDULE 40)
2 - 48, 1 - 48 BARE
3
1.5' PVC (SCHEDULE 80)
2 - #8, 1 - #8 BARE
POLE
N0.
POLE
ID N0.
I POLE
LOCATION
I POLE
OFFSET
I CIRCUIT
NO.
LAMP
WATTAGE
I LAMP
TYPE
IDISTRIBUTIO
TYPE
MOUNTING
HEIGHT
MAST
ARM
REMARKS
1
2663B
9 +63
22.5' RT.
EXIST.
100
HPS
M -C -III
30'
10'
1
LYONS AVE. S.E.
2
2665B
7 +60
22.5' RT.
EXIST.
100
HPS
M -C -III
30'
10'
1
LYONS AVE. S.E.
3
2766B
2 +97
23' RT.
EXIST,
100
HPS
M -C -III
30'
10'
ROAD A
20 0 20 40
scake f eet
RECOMMENDED
FOR APPROVAL
BY
BY
eY
CHECKED FOR COMPLIANCE
CITY STANDARDS
• DATE
DATE
DATE
nr,WW r r{.LV r`r rrL ,�1 A ` ,
PRIOR TO PROCEEDING WITH CONSTRUCTION. `' p ! v WA S
NUMMEN! 3<) rgEARWG DERGROUND UTILITY NOTE:
Q o�
1 a UST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS 1VORrHWES70 , Z
BEGINNING EXCA VA 77ON WHERE AN Y UNDERGROUND
S MAY BE L OCA TED. FAILURE TO DO SO COULD MEAN TRAFFIC JXPER TS ;°
SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE S'ANAL F REPAIRS TO TIC SERVICE). 10104.111th Ave. N.E., Kirkland, WA 98033 q
Phone- 425.522.4118 Fax: 425.522.4311 EXMS 911sAw
ROLL 0 2 0 0
FFt OW6 �
•
0
4
M
M�
' r M
CA
°
8
m
a
0
0
a
O �
N
N
m �
V I
H �
O C�
U
W Z
Z
d
YIx Z
0
a
w
c"
o�-
O o
a
.:3
v�
c
0
a
-TYP. CON C. PAD
_2_5'
30'
V)
40'
I }
o
18' -3"
23' -3"
28'--3"1
_
33' -3'
T
R/W LINE
SIDEWALK
CURB
BROADWAY 10' UTILITY EASEMENT
RVW
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
_2_5'
30'
35'
40'
SL
18' -3"
23' -3"
28'--3"1
_
33' -3'
T
0.188
0.188
0.219
1 0.219
�— TAPERED ALUM. POLE
T WALL ALLOY 6063 —T6
SATIN GROUND FINISH
HANDHOLE 4 91x6"
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6„
1' -2"
2' TO 4'
OVERHANG
H'
0 0 i �:
STREET LIGHT
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
= DATE I REVISION I BY IAPPR�j
2" N.P.S. SLIPFITTER
N
BRACKET CABLE
Ilk
0
>
W
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
r
'SL'
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCK N U T
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
2"
STRAIN RELIEF DETAIL
ADOPTED
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
1' -2..
2' TO 4' r
OVERHANG
,H, 8.
'SL'
FACE OF CU B TO
CENTER OF OLE
\--STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50OF
OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING EXAMPLES
1
P
2
5
W
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
a
OWNED
a
W
d
0
m
0
>
W
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
r
'SL'
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCK N U T
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
2"
STRAIN RELIEF DETAIL
ADOPTED
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
1' -2..
2' TO 4' r
OVERHANG
,H, 8.
'SL'
FACE OF CU B TO
CENTER OF OLE
\--STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50OF
OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING EXAMPLES
of
cy
r
4 5"
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
ROLL200
0.188 WALL BRACKET
ALUM. ALLOY 6063 —T6
1 /2" BNC LOCKBOLT
GR . 18-8 S.S.
FLUSH JOINT
4 -1 /2" O.D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063—T6
SATIN GROUND FINISH
SIZE AS
REQUIRED
8„
-'1
4 -1 /2" 2" N. P.'%'
O.D. SLIPFI TTE
5' -9" RADIUS
20
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" 0. D.
BASE FLANGE ALLOY 356 -- T6 WITH �-- GROUND UG
BOLT COVERS & S.S. SCREWS 1' -6"
-� I� -11 -1 /4" so.
11 " TO 12" DI A.
BOLT CIRCLE 4 1 /2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1 " BNC GALV. STEEL
ANCHOR BOLTS WITH 4'
NUTS AND WASHERS 4„ r ri
LIGHTING STANDARD & JUNCTION BOX
7' — I
0 ov o ov oov 0
pp /� Q p��ov D 0 0 a D 0 V
41 v o v0
e d & ea e d
/ 0 0 0 ° c, o
PLAN VIEW I D° o vt$ 0 p p �0 3'
O 0. 0 0��
o e o 0
� e to eD e
D `, —01 DV O ° 0-7 D Op
STREET LIGHT POLE JUNCTION BOX
1'
SIDE VIEW 10 V D v v D D p 4" DEEP
I o oe AV 01
I 1 0 ° F DD
i o ° I v
I I vo
DOeveO 1 0e e
° e l - -e
Ova --
° 10 °
INDIVIDUAL JUNCTION BOX
Ov O° O °poov O
� p v
oe °a NOTE: CLASS 'B' CONCRETE
o Z p TO BE USED IN
A O i peg CONSTRUCTION OF PAD
4 J o0
o °
D e 1' CONCRETE PAD DETAILS
STANDARD 30 FOOT DAVIT POLE o D o D° v v D
ADOPTED 1' ADOPTED
. ♦ CITY OF R.ENTON PLAN VIEW ♦ ♦ CITY OF RENTON
Standard plans Standard plans
-� LST DATE: 2— Oct -87 LST DATE: 10/30/96
DATE REVISION I BY APPR DWG. NAME: JR -02 SP PAGE: JO03 DATE REVISION I BY JAPPRd DWG. NAME: JR -07 SP PAGE: J008
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
r4w4927302
7 ' - 0" VARIABLE
1' -6„ I I I MIN.
13/4"-2
„
2"- 2 2 �_ 3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
Off of mm ION
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
p -181
1' 1'
4 WE •
L _J
aol 4o —
�_____
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4 ...;.
T
I I
L
FRON T VIEW
{1- -3' — 0 " - ---1
w F MR Do=
I I
L_ _ _ J
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
" 4' — 0" - f I ---- -- 3' - 0" mi
4 .• . °. 0,. -imp, °•
1 I I 1
L- - - - - -J L__J
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
�FR�087
ADOPTED
CITY or NO 109
Standard plans
LST DATE: 11 /7/96
DWG. NAME: JR -36A SP PAGE: JO15
CAUTION:
L OCA TION OF EXISTING U77LI77ES SHOWN IS
A PPROXIMA TE AND MAY NOT BE A CCURA TE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
A ND FIEL D VERIFY L OCA TION OF U 77L1 TIES
PRIOR TO PROCEEDING WITH CONS7RUC770N.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U TALI TIES MAY BE L OCA TED. FAILURE TO DO SO COULD MEAN
BEARING SUBS TA N 77A L REPAIR COSTS (UP TO THREE 77MES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
• T CITY STANDARDS
• DATE 9--/9 -0S
DATE
DATE
ra
NOR TH WE49 T
TRA rrIC EXPERTS �
10104 -111th Ave. N. E. Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
�NAL
QT
30251 V ��
G
sS"ONAL ECG
1
P
2
5
3
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
of
cy
r
4 5"
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
ROLL200
0.188 WALL BRACKET
ALUM. ALLOY 6063 —T6
1 /2" BNC LOCKBOLT
GR . 18-8 S.S.
FLUSH JOINT
4 -1 /2" O.D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063—T6
SATIN GROUND FINISH
SIZE AS
REQUIRED
8„
-'1
4 -1 /2" 2" N. P.'%'
O.D. SLIPFI TTE
5' -9" RADIUS
20
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" 0. D.
BASE FLANGE ALLOY 356 -- T6 WITH �-- GROUND UG
BOLT COVERS & S.S. SCREWS 1' -6"
-� I� -11 -1 /4" so.
11 " TO 12" DI A.
BOLT CIRCLE 4 1 /2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1 " BNC GALV. STEEL
ANCHOR BOLTS WITH 4'
NUTS AND WASHERS 4„ r ri
LIGHTING STANDARD & JUNCTION BOX
7' — I
0 ov o ov oov 0
pp /� Q p��ov D 0 0 a D 0 V
41 v o v0
e d & ea e d
/ 0 0 0 ° c, o
PLAN VIEW I D° o vt$ 0 p p �0 3'
O 0. 0 0��
o e o 0
� e to eD e
D `, —01 DV O ° 0-7 D Op
STREET LIGHT POLE JUNCTION BOX
1'
SIDE VIEW 10 V D v v D D p 4" DEEP
I o oe AV 01
I 1 0 ° F DD
i o ° I v
I I vo
DOeveO 1 0e e
° e l - -e
Ova --
° 10 °
INDIVIDUAL JUNCTION BOX
Ov O° O °poov O
� p v
oe °a NOTE: CLASS 'B' CONCRETE
o Z p TO BE USED IN
A O i peg CONSTRUCTION OF PAD
4 J o0
o °
D e 1' CONCRETE PAD DETAILS
STANDARD 30 FOOT DAVIT POLE o D o D° v v D
ADOPTED 1' ADOPTED
. ♦ CITY OF R.ENTON PLAN VIEW ♦ ♦ CITY OF RENTON
Standard plans Standard plans
-� LST DATE: 2— Oct -87 LST DATE: 10/30/96
DATE REVISION I BY APPR DWG. NAME: JR -02 SP PAGE: JO03 DATE REVISION I BY JAPPRd DWG. NAME: JR -07 SP PAGE: J008
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
r4w4927302
7 ' - 0" VARIABLE
1' -6„ I I I MIN.
13/4"-2
„
2"- 2 2 �_ 3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
Off of mm ION
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
p -181
1' 1'
4 WE •
L _J
aol 4o —
�_____
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4 ...;.
T
I I
L
FRON T VIEW
{1- -3' — 0 " - ---1
w F MR Do=
I I
L_ _ _ J
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
" 4' — 0" - f I ---- -- 3' - 0" mi
4 .• . °. 0,. -imp, °•
1 I I 1
L- - - - - -J L__J
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
�FR�087
ADOPTED
CITY or NO 109
Standard plans
LST DATE: 11 /7/96
DWG. NAME: JR -36A SP PAGE: JO15
CAUTION:
L OCA TION OF EXISTING U77LI77ES SHOWN IS
A PPROXIMA TE AND MAY NOT BE A CCURA TE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
A ND FIEL D VERIFY L OCA TION OF U 77L1 TIES
PRIOR TO PROCEEDING WITH CONS7RUC770N.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U TALI TIES MAY BE L OCA TED. FAILURE TO DO SO COULD MEAN
BEARING SUBS TA N 77A L REPAIR COSTS (UP TO THREE 77MES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
• T CITY STANDARDS
• DATE 9--/9 -0S
DATE
DATE
ra
NOR TH WE49 T
TRA rrIC EXPERTS �
10104 -111th Ave. N. E. Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
�NAL
QT
30251 V ��
G
sS"ONAL ECG
M
f
a! c
r �
o
u
W
8
I
a
0
CJ
0
8
Fa >E G Z E
\ ISO
m
cn
F_ Q
0 0
v
w Z
c) z
� a
Y Z
a J
J
CL
0
0
U)
x
0 0
0
C
� rn
M
0)
C
AN c
_0
d
S
A
N
f �!4
M
z
0
V)
d
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
4" CONCRETE BASE -
PAD
5" o"
IIII�
#8 BARE —lilt = =11=
COPPER
GROUND WIRE -f
1- #8 GREEN --�
2- (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8" X8
COPPER -CLAD
DATE I GROUND ROD -
o• — 1111 = 1111 =1111=
111=111L- 1111�� � III II
`— GROUND II
CLAMP
��q II 4.
L J
� 3' so. �
OR DIA.
TO LUMINAIRE
1/4 99 MINIMUM
DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
11
I�III��III�III
-PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION-`
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
ADOPTED
CITY OF RENTON
Standard plans
-� LST DATE: 12/96
REVISION I BY APPR�' —ID DWG. NAME: JR -06
SPLICE KIT
WYE SPLICE
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
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 shail 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 on H -20
Load Test.
JUNCTION BOX DIMENSION TABLE
ITEM
OX TYPE
W
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
18ox Outside Width
17"
17"
Q_
C
Box Inside Length
18"
19"
28"
CL
Box Inside Width
13"
14"
17"
E
a
18"
18"
26 1/2"
F
Lid Width
L11
13"
17"
G
Box Depth
12"
12"
12"
H
Lid At Frame Depth
5/16#*
5 16"
Q
Wall Thickness Min.
1 1/2"
1 1/2-
1 1/2
0
M
z
0
V)
d
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
4" CONCRETE BASE -
PAD
5" o"
IIII�
#8 BARE —lilt = =11=
COPPER
GROUND WIRE -f
1- #8 GREEN --�
2- (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8" X8
COPPER -CLAD
DATE I GROUND ROD -
o• — 1111 = 1111 =1111=
111=111L- 1111�� � III II
`— GROUND II
CLAMP
��q II 4.
L J
� 3' so. �
OR DIA.
TO LUMINAIRE
1/4 99 MINIMUM
DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
11
I�III��III�III
-PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION-`
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
ADOPTED
CITY OF RENTON
Standard plans
-� LST DATE: 12/96
REVISION I BY APPR�' —ID DWG. NAME: JR -06
SPLICE KIT
WYE SPLICE
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
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 shail 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 on H -20
Load Test.
JUNCTION BOX DIMENSION TABLE
ITEM
ITEM
OX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
18ox Outside Width
17"
17"
22 1/2"
C
Box Inside Length
18"
19"
28"
Box Inside Width
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 At Frame Depth
5/16#*
5 16"
5/1699
Wall Thickness Min.
1 1/2"
1 1/2-
1 1/2
K
Wire Reinforcement
W-3
W— 2.5
W— 2.5
L
Legend
See Detail
See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel — A786
Lid Support
1 8'Min. Thick Steil C L or T. - A36
Lid
Diamond Plate Steel — A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
GALVANIZED STEEL
LEGEND DETAIL (Mork L)
SIGNALS
LIGHTING
TS —LT
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
ADOPTED -Form Letters with 1/8' weld
CITY OF RENTON Bead. Grind off Diamond
♦ ♦ Pattern before forming
Standard plans letters.
-� LST DATE: 1 1 /5/96
SP PAGE: J007 DATE I REVISION I BY IAPP DWG. NAME: JR -12 SP PAGE: JO 13 1 DATE I REVIS
11R 111D L L 2 0 .0
T
.1
ILLUMINATION SYSTEM LEGEND
r
PLAN VIEW
4
y. x
,.. a cvou.
6' GRAVEL PAD
COMPACTED
TYPICAL A NCT10N BOX INSTALLATION DETAILS
m TYPE 'I' BOX
Gill TYPE 'u' Box
`0e.3/1G. 1%"
HOOK DETAIL PLAN SYMBOLS
JUNCTION BOX DETAILS
ADOPTED
jdjR )
CITY OF RENTON
Standard plans
LST DATE: 11/89
DWG. NAME: JR--36 SP PAGE: J016
CAUTION:
LOCA 77ON OF EXIS77NG U71LI7IES SHOWN IS
APPROXIMA 7E AND MAY NOT BE A CCURA TE
OR ALL INCL US/ VE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REOUIRED
AND FIELD VERIFY L OCA 77ON OF U TILT TIES
PRIOR TO PROCEEDING W/ TH CONSTRUCTION.
UNDERGROUND UTILITY &OTE: NMI
IIIIIIINII YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND
U 77L I TEES MA Y BE L OCA TED. FAIL URE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE rNES THE
COST OF REPAIRS TO THE SERVICE).
FRO$8
T- 327303
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO TY STANDARDS
DATE
DATE
DATE
ra
NORTHWEST
TRA rFAC EXPERTS
10104 -111th Ave. N. E. Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
1i
�t4A 7q
C'
WAS
�f V1
v_ 30251 _
• s's ,�i�il►v
401AL
104Klc 911SAM