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PORTION OF THE N.W. 1/4 OF SEC. 14, TWN 23 N., RGE 5 E., W.M. CONSTRUCTION NOTES
J O INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND
I Y— q
•� �l�eLLi CITY OF RENT ®N, W{' \�I -iINGT LUMINAIRE PER POLE SCHEDULE,
0 132ND STREET
a INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD.
t
N -- �?- �s /� INSTALL ELECTRICAL SERVICE CABINET ID. # 0113 PER
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fie'I 1 1 z1_- LUMINAIRE SCHEDULE
LUM.
POLE
CIRCUIT
LOCATION
OFFSET
LAMP
MAST ARM
MOUNTING
N0.
ID. N0.
NO.
(FEET)
WATTAGE
(FEET)
HGT. (FT.)
1
6870 E
A
JERICHO AVE SE 20 +38
25.0' LT.
200
8'
35'
2
6872 E
A
JERICHO AVE SE 18 +00
25.0' LT.
200
8'
35'
13
6871 B
A
HOQUTAM AVE SE 16 +01
23.0' RT.
100
8'
25'
14
6873 B
B
HOQUTAM AVE SE 17 +73
23.0' RT.
100
8'
25'
15
6875 B
B
HOQUTAM AVE SE 19 +17
23.0' RT.
100
8'
25'
16
6877 B
B
HOQUTAM AVE SE 20 +61
23.0' RT.
100
8'
25'
17
6879 BI
B
HOQUTAM AVE SE 22 +05
23.0' RT.
100
8'
25'
18
6880 131
B
NE 2ND ST 7 +15
23.0' RT.
100
8'
25'
19
6882 Bl
B
NE 2ND ST 8 +70
23.0' RT.
100
8'
25'
20
6884 BI
B
ROAD C 12 +64
22.5' LT.
100
8'
25'
21
6886 Bi
B
ROAD C 11 +20
22.5' LT.
100
8'
25'
22
6888 BI
B
ROAD C 8 +76
22.5' LT.
100
8'
25'
23
6890 BI
C
ROAD C 7 +78
22.5' LT.
100
8
25'
24
6892 BI
C
ROAD D 2 +30
22.5 RT.
100
8'
25'
31
6894 B
C
ROAD B 7 +94
22.5' LT.
100
8'
25'
32
6896 B
B
ROAD B 9 +66
1 22.5' LT.
100
8'
25'
33
6898 B
B
ROAD B 11 +18
22.5' LT.
100
8
25
34
6881 B
C
IROAD A 1 +88
I 28.0' LT.
100
1 8'
25'
1
_ _
..... . ... . ....... ......
... . ...... .............
1
1 1
.. i 2 P 1 59
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CONDUIT CONDUIT CONDUCTORS NOTES
RUN SIZE
1 1.5" PVC SCHEDULE 40 2-06, 1-06 GREEN
2 1.5 PVC SCHEDULE 80 2 – #6, 1 – #6 GREEN
3 1.5 PVC SCHEDULE 40 4 – #6, 1 – #6 GREEN
4 1.5 PVC SCHEDULE 80 4 – #6, 1 – #6 GREEN
5 2.0" PVC (SCHEDULE 40) 6 – #6, 1 –#6 GREEN
3–#14 PHOTOCELL
6 1 1.5" PVC (SCHEDULE 80) PULL STRING
LEGEN u
EXISTING NEW
Y.•..;' TYPE M –C –III H.P.S. LUMINAIRE, ARM
0— 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
Q WIRE NOTE
O CONSTRUCTION NOTE
TIP34001
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
VI—L
LJ�VCZ,Ex WAS '~ q
7-RAFT-1,17 EXPERTS IST��
10104- 111th Ave. N.E., Kirkland, WA 98033 S /ONA` E�
Phone: 425.522.4118 Fax: 425.522.4311 9nS,
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LEGEN u
EXISTING NEW
Y.•..;' TYPE M –C –III H.P.S. LUMINAIRE, ARM
0— 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
Q WIRE NOTE
O CONSTRUCTION NOTE
TIP34001
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
VI—L
LJ�VCZ,Ex WAS '~ q
7-RAFT-1,17 EXPERTS IST��
10104- 111th Ave. N.E., Kirkland, WA 98033 S /ONA` E�
Phone: 425.522.4118 Fax: 425.522.4311 9nS,
",fir. I
TIP34001
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
VI—L
LJ�VCZ,Ex WAS '~ q
7-RAFT-1,17 EXPERTS IST��
10104- 111th Ave. N.E., Kirkland, WA 98033 S /ONA` E�
Phone: 425.522.4118 Fax: 425.522.4311 9nS,
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PORTION OF THE N.W. 1/4 OF SEC. 14, TV'YN 23 N., RGE 5 E., a/V.IVI-
CITY OF RENTON, WASHINGTON
MATCH LINE SEE SHEET IL1
ROLL 214
FR 0
LUMINAIRE SCHEDULE
LUM.
POLE
CIRCUIT
LOCATION
i
LAMP
1
MOUNTING
NO.
ID. N0.
NO.
TYPE 1 JUNCTION BOX
(FEET)
WATTAGE
I
HGT. (FT.)
3
L
6874E
A
JERICHO AVE SE 15 +62
25.0' LT.
200
8'
35'
4
6876E
A
JERICHO AVE SE 13 +24
25.0' LT.
200
W
35'
5
6878 El
A
JERICHO AVE SE 10 +86
p
200
8'
35
6
6883 B
A
SE 2ND PL 15 +79
23.0' LT.
100
8'
25'
7
6885 B
A
j
23.0' LT.
100
8'
25'
8
6887 B
A
SE 2ND PL 12 +24
23.0' LT.
;
8'
25'
9
6889 B
1
SE 2ND PL 10 +49
23.0' LT.
100
J
Q
10
6891 B
(
HOQUTAM AVE SE 10 +85
23.0' RT.
100
8'
25'
11
6893 B
A
HOQUTAM AVE SE 12 +57
23.0 RT.
1
8'
25'
12
T
A
jZ
23.0' RT.
100
8'
25'
25
6900 B
C
ROAD C 6 +15
22.5' LT.
100
26
6902 B
C
ROAD C 4 +46
22.5' LT.
100
8'
25'
27
6904 B
C
ROAD C 2 +95
1 22.5' LT.
100
8'
25'
28
6906 B
C
ROAD B 3 +42
1 22.5' LT.
100
8
25
29
6908 B
C
ROAD B 4 +78
22.5' LT.
100
1 8'
1 25'
30
6910 B
C
I ROAD B 6 +22
1 22.5 LT.
1 100
1 8'
1 25'
I
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CONSTRUCTION NOTES
O INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND
LUMINAIRE PER POLE SCHEDULE,
O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD.
ROLL 214
FR 0
LUMINAIRE SCHEDULE
LUM.
POLE
CIRCUIT
LOCATION
OFFSET
LAMP
MAST ARM
MOUNTING
NO.
ID. N0.
NO.
TYPE 1 JUNCTION BOX
(FEET)
WATTAGE
(FEET)
HGT. (FT.)
3
L
6874E
A
JERICHO AVE SE 15 +62
25.0' LT.
200
8'
35'
4
6876E
A
JERICHO AVE SE 13 +24
25.0' LT.
200
8'
35'
5
6878 El
A
JERICHO AVE SE 10 +86
25.0' LT.
200
8'
35
6
6883 B
A
SE 2ND PL 15 +79
23.0' LT.
100
8'
25'
7
6885 B
A
SE 2ND PL 13 +99
23.0' LT.
100
8'
25'
8
6887 B
A
SE 2ND PL 12 +24
23.0' LT.
100
8'
25'
9
6889 B
A
SE 2ND PL 10 +49
23.0' LT.
100
8'
25'
10
6891 B
A
HOQUTAM AVE SE 10 +85
23.0' RT.
100
8'
25'
11
6893 B
A
HOQUTAM AVE SE 12 +57
23.0 RT.
100
8'
25'
12
6895 B
A
HOQUTAM AVE SE 14 +29
23.0' RT.
100
8'
25'
25
6900 B
C
ROAD C 6 +15
22.5' LT.
100
26
6902 B
C
ROAD C 4 +46
22.5' LT.
100
8'
25'
27
6904 B
C
ROAD C 2 +95
1 22.5' LT.
100
8'
25'
28
6906 B
C
ROAD B 3 +42
1 22.5' LT.
100
8
25
29
6908 B
C
ROAD B 4 +78
22.5' LT.
100
1 8'
1 25'
30
6910 B
C
I ROAD B 6 +22
1 22.5 LT.
1 100
1 8'
1 25'
WIRING SCHEDULE
CONDUIT
CONDUIT
CONDUCTORS
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RUN
SIZE
10104 -111th Ave. N.E., Kirkland, WA 98033
NOTES
Phone: 425.522.4118 Fax: 425.522.4311
CONCRETE PAD LIGHT BASE AND
®
TYPE 1 JUNCTION BOX
1
1.5" PVC (SCHEDULE 40)
2 - #6, 1 - #6 GREEN
TYPE 1 JUNCTION BOX WITH
2
1.5 PVC SCHEDULE 807F2-#6,
1 - #6 GREEN
40 0 40 80
Scale feet
T
LEGEND
EXISTING NEW
�
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TRAFF/C EXPERTS
TYPE M -C -III H.P.S. LUMINAIRE, ARM
10104 -111th Ave. N.E., Kirkland, WA 98033
AND ALUMINUM DAVIT STYLE POLE
Phone: 425.522.4118 Fax: 425.522.4311
CONCRETE PAD LIGHT BASE AND
®
TYPE 1 JUNCTION BOX
_,- -- -- - - - - --
PVC CONDUIT (SEE WIRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
RECOMMENDED
FOR APPROVAL
WIRE NOTE
BY
O
CONSTRUCTION NOTE
ey
BY
-
CHECKED FOR COMPLIANCE
����o�
CITY STANDARDS
l DATE /L O
® �1.� �
DATE
DATE —
40 0 40 80
Scale feet
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TRAFF/C EXPERTS
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10104 -111th Ave. N.E., Kirkland, WA 98033
/OVAL
Phone: 425.522.4118 Fax: 425.522.4311
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TYP. CONC. PAD R/W LINE
SIDEWALK
CURB
U
w
r BROADWAY
o-
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H 25' 30' 35' 40'
SL 18' -3" 23' -3" 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219 1' -2"
TAPERED ALUM. POLE 2' TO 4'
T' WALL ALLOY 6063 -T6 OVERHANG
SATIN GROUND FINISH
HANDHOLE 4"x6" SL'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
ani
1 -6
FTC
0
® Q 3
STREET LIGHT
[-�
CONDUIT TRENCH DEPTH 24"
Z a
� W a
ALTERNATE STREET CROSS SECTION
a
CITY PUGET POWER
m
rn
-° I .�
O_
DATE REVISION BY APPR'
OWNED OWNED
°°
LIGHTING STANDARD & JUNCTION BOX
CURB
7,
0 Ov o ov oOV o
D O A e v D 0 e D 0 v
d v
C,9
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Do011 0 0
a z
PLAN VIEW o • 3'
a
+ 9C�
o 0 J
o 0 a
°
D °
° ODo D° e e
o Dv v Dv D oD j
450
__ TRAFFIC
FLOW
STREET LIGHT POLE JUNCTION BOX
SIDE VIEW
DEEP
INDIVIDUAL JUNCTION BOX
Ov 00 0 °poOv o
° p v
zo NOTE: CLASS 'B' CONCRETE
D z p TO BE USED IN
a0 = Deo CONSTRUCTION OF PAD
a 00
4 0
° b D e 1' CONCRETE PAD DETAILS
o D o Dv v v D
1' ADOPTED
PLAN VIEW CITY OF RENTON
♦ f
Standard plans
S LST DATE: 10/30/96
z DATE REVISION BY APPR D DWG. NAME: JR -07 SP PAGE: J(
10' UTILITY EASEMENT -,\
R W
2' TO 4'
OVERHANG
,H, 8'
FACE OF CURB TO
CENTER OF FOLE
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
Standard plans
N LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: JO14
NSTALL DECAL NUMBERS
VERTICALLY. INSTALL
(� IN DRY WEATHER 50OF
I I OR ABOVE.
NUMBERING EXAMPLES
SIZE AS REQUIRED 2" N.P.S. SLIPFITTER
8" ►I
0.788 WALL BRACKET y
ALUM. ALLOY 6063 -T6
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
1/2" BNC LOCKBOLT BRACKET CABLE
GR. 18 -8 S.S.
FLUSH JOINT V-2'
4 -1/2" O.D.
REDUCING WASHER
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH t 25' -0"
3/4" ROMEX
SHAFT T CONNECTOR
} WITH LOCKNUT
3
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
757 HANDHOLE. 4"x6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS & S.S. SCREWS
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
�I 1--11 -1/4" SQ. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
11" TO 12" OIA.
BOLT CIRCLE 41/2 "OF BOLT ABOVE MAST ARM WIRING DETAIL
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. ST-EEL
ANCHOR BOLTS WIT '' ^ 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHER
4" " ADOPTED
�® CITY OF RENTON
♦ d�! ♦ Standard plans
S LST DATE: 10/30/96
REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
O 1 1, 6„
4 T O
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
3' -0" -I 1 -- 3'- 0 "---I
4" .
FRONT VIEW SIDE VIEW
134, -2„
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD 2"- 2Y; 23e'-3"
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
e� CITY OF RENTON
♦/
Standard plans
LST DATE: 12/96
I BY AI PPR'q DWG. NAME: JR -09A SP PAGE: J009
UN
LL
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
Tj �f
-- 4' -0 "-I
I ~3' -0 "�I
LETTER LETTER
Ll
FRONT VIEW
SUFFIXED PREFIXED
s /0 " "`
Phone: 425.522,4118 Fax: 425.522.4311
CITY PUGET POWER
!Radar■
l'.n.•T. 21m'')n2
OWNED OWNED
CURB
O�
C,9
!A'
MOUNTING
+ 9C�
HEIGHT
15 FEET
450
__ TRAFFIC
FLOW
SIZE AS REQUIRED 2" N.P.S. SLIPFITTER
8" ►I
0.788 WALL BRACKET y
ALUM. ALLOY 6063 -T6
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
1/2" BNC LOCKBOLT BRACKET CABLE
GR. 18 -8 S.S.
FLUSH JOINT V-2'
4 -1/2" O.D.
REDUCING WASHER
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH t 25' -0"
3/4" ROMEX
SHAFT T CONNECTOR
} WITH LOCKNUT
3
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
757 HANDHOLE. 4"x6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS & S.S. SCREWS
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
�I 1--11 -1/4" SQ. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
11" TO 12" OIA.
BOLT CIRCLE 41/2 "OF BOLT ABOVE MAST ARM WIRING DETAIL
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. ST-EEL
ANCHOR BOLTS WIT '' ^ 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHER
4" " ADOPTED
�® CITY OF RENTON
♦ d�! ♦ Standard plans
S LST DATE: 10/30/96
REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
O 1 1, 6„
4 T O
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
3' -0" -I 1 -- 3'- 0 "---I
4" .
FRONT VIEW SIDE VIEW
134, -2„
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD 2"- 2Y; 23e'-3"
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
e� CITY OF RENTON
♦/
Standard plans
LST DATE: 12/96
I BY AI PPR'q DWG. NAME: JR -09A SP PAGE: J009
UN
LL
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
Tj �f
-- 4' -0 "-I
I ~3' -0 "�I
„1F-
4 °• b ' ri.a
Ll
FRONT VIEW
SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
CITY OF RENTON
Standard plans
1 LST DATE: 11/7/96
P�p DWG. NAME; JR -36A SP PAGE: J015
STRAIN RELIEF DETAIL
ADOPTED
CITY OF RENTON
c. -N Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
t` -3 "a3
CA UTlO 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 UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND L 77LITY NOTE:
YOU MUST CALL 1 -800- 424 -5555 NOT LESS T,4AN 72 HOURS
BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED
FOR APPROVAL
BY
By_
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
'I DATE
DATE r �
4
Tj �f
%HWEST
251
TRAFFIC EXPERTS
1z'
Fy fDISTEi
10104 -111th Ave. N.E., Kirkland, WA 98033
s /0 " "`
Phone: 425.522,4118 Fax: 425.522.4311
EI"M' 9/15/08
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NOTES:
All dimensions are minimum. Exact configurations
vary among different manufacturers.
T
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r
The noted lid thickeners overall minimums.. The
Diamond Pattern for Type 1 or Type 2
Ln
B
a
o
EPDXY FILL EPDXY FILL
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
THWEST
c
TRAFFAC EXPERTS
51 �vA'
IFS
4000PSI concrete is allowed if box reinforcement
consists of 6 X 6 - W3 X W3 welded
/ONAt.AF'aG\�
-
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type
3 Boxes shall be provided with 12" deep
10104 -111th Ave. N.E., Kirkland, WA 98033
z -r - -�
INLINE SPLICE
extension boxes.
Phone: 425.522.4118 Fax: 425.522.4311
EXPIRES 9/15/06 -�
When noted in the contract. Type 2 Boxes shall
be provided with a 10' X 27 1/2" 70
WYE SPLICE
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
SPLICE KIT
Load Test.
J
FUSE KITS
QUICK DISCONNEC I
10 AMP IN LINE FUSE TO
LUMINAIRE
JUNCTION BOX DIMENSION TABLE
c
BOX TYPE
Q
KITS - S.E.C. OR EQUAL
LLLrJ
Q
TYPICAL DESIGN "B"
ITEM
TYPE 2
CAUTION:
TYPE
ALTERNATE A
1
ALTERNATE B
Lil
JUNCTION BOX
SPLICE KITS GROUND LUG
1/4" MINIMUM
DRAIN HOLE
L
LOCATION OF EXISTING UTILITIES SHOWN IS
A Box Outside len th
22"
22"
33"
B Box Outside Width
17"
17"
22 1/2
U 0
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
_
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S `
C Box Inside Len th
18"
19"
28"
D Box Inside Width
13"
14"
17"
1 Q
=
WIRE RUNS UNDER POLE
TOP OF CONCRETE
FOUNDATION TO
�y�
'-""' ®
RESPONSIBILITY TO POTHOLE AS REQUIRED
E Lid Length 18" 18" 26 1 2"
F Lid Width 13° 13" 17"
N Z
BASE
4" CONCRETE BE LEVEL WITH
AND FIELD VERIFY LOCATION OF UTILITIES
�
PAD
5" g"
TOP OF SIDEWALK
OR CURB.
G Box Depth 12" 12" 12"
PLAN VIEW
H
PRIOR TOKPROCEEDINGP WITH CONSTRUCTION.
-I
DIAMETER = 7/8"
H Lid & Frame Depth 5/16" 5/16" 5 16"
1 1/2" 1 1 2"
UNDERGROUND UT /CITY NOTE
IIIL=
#8 BARE =IIII= III =III °.- III - III =11=
COPPER III= IIII- IIII�IIII
= 1111 -1111-
-_ II -IIII -IIII
J
-
I
J Wall Thickness Min. 1 1/2"
K Wire Reinforcement W -3 W -2.5 W -2.5y:
L Legend See Detail See Detail See Detail
;'.
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
GROUND WIRE IIII=
f� - 4_7/8 "�
BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND
TO DO SO COULD MEAN
1 - #8 GREEN GROUND
ELEVATION MEW
UTILITIES MAY BE LOCATED. FAILURE
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
CLAMP
=:J�
2- (SIZED AS REQ'D)
LIGHTING SYSTEM PVC CONDUIT
SYSTEM
WIRES TO CONTACTOR
CONCRETE
FOUNDATION
4'
LOAD LINE
FUSE /
1/4 " 1 4
1 /8" QO O 1 /8"
ITEM MATERIALS
Box 6000 PSI concrete See Notes
* Frame Diamond Plate Steel - A786
+Lid Su ort 1 8'Mn. Thick Sted C L or L - A36
s Lid Diamond Plate Steel - A786
Wire or
{eeeel Plate
a"
6` GRAVEL PAO
COMPAC ED
COST OF REPAIRS TO THE SERVICE)
,•ym _ _' ��\\\ V
o
o
5 8 "x8' 3' SQ.
/
CUTTING RINGS
Reinforcement ASTM S
*GALVANIZED
ZDATE
COPPER -CLAD OR DIA.
GROUND ROD
STEEL
TYPICAL JUNCTION BOX INSTALLATON DETAILS
RECOMMENDED
FOR APPROVAL
� O o
E„y
FUSE KIT
LEGEND DETAIL (Mork L) I'-� -I I' -tl°m;
m TYPE 'I' BOX
BOX
BY
r�
TYPICAL
SIGNALS T 5
LIGHTING
Q TYPE'II'
n oun.. ,,�.
By
I-i a
r ,
LIGHTING
TS -LT
`oo_D_4 PLAN SYMBOLS
BY
UNDERGROUND
TELEMETRY TRAFFlC SIGNAL SYSTEM LEGF#D
CHECKED FOR COMPLIANCE
SYSTEM
FUSE KIT & SPLICE KIT DETAILS
JUNCTION BOX DETAILS
TO CITY STANDARDS
M
_� iI c
ADOPTED
CITY OF RENTON
ADOPTED
C31'Y OF RENTON
I
-Fenn Letters ith 1 /e' Weld L T
Bead. rind off
I
ADOPTED
CfY OF RENTON
DATE /2 0
DATE < �t
o
a-
+ ?
O
. .
J` 9tanderd plane
forming
letters.
+
Standard plans
Standard
.( LST
REVISION BY APPR' DWG. NAME: JR -O6
plans
DATE: 12/96
SP PAGE: J007
LST DATE: 11/5/96
DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE:
JO 13
ILLUMINATION SYSTEM LEGEND
DAB REVISION BY APPR
T LST DATE: 1 1 /89
DWG. NAME: JR -36 SP PAGE: J016
DATE
�s
ea
13
cc
6
BREAKER SCFEDI
� IS Var AE
p my ��� spew
low= • s z1111111116
NOT S:
49. 225 AMP COPPER BUSSING 18 PLCS °ANNEL
50, C,H, 2P 100 AMP MAIN (BAB2100)
51, C.H. 2P 20 AMP BREAKER (BAB2020)
"""
7EtT
a
O
52. C.H. 1P 50 AMP BREAKER (BAB1050)
53, C.H. 1P 20 AMP BREAKER (BAB1020)
svrn71 uart� a
6011 L1ai1fIG 6
C 54. C.H. 1P 15 AMP BREAKER (BAB1015)
TWA
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
ILUi1Te�G
313ft
56. HUBBELL SWITCH (CS1201 -I)
57. GFCL RECEPTACLE 20 AMP (LEVITON 6898 -I)
Q
g
OM ANAL
uMw
r
58, SQUARE D LIGHTING CONTACTOR
(9810DPA32VO2UI)
61. SOUTHCO DOOR S.S, HINGE (F6 -3 -1)
a
as
Llxiff0
M=A
Lumn i C
ON
rA
1
49. 20 ANP CPPER BILSSM 18 PLC PAN EL
30. C.FL 2P 100 ANP MAIN (BABP.100) CONTRACTOR IS RESPONSIBLE
G 5L C�FL 2P 20 AW BREAKER CBABEDEO) TO VERFY METER
F SE. C.H. 1P 30 AW BREAKER (BAB1030) ARRANGEMENT
®
o 64. STAINLESS STEEL HANDLE
o W 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1 'X.25° GASKET
CONTRACTOR IS RESPONSIBLE
METER
a
m
GIQi® ]OAR r • • •
_ 53. yw+u,4 u W AW BREAKER �OW
• • • 54. C L 1P 15 AW BREAKER �Ol�
556. HEM ENCLOSURE ads -24 M MEETS EUSERC REQUIREMENTS
O . �® m
� o ':
TO VERIFY
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
`57. 17M RECEPTACLE 20 AW CLEVITW 6896 -
APPRO PUGET
O O
• • ®
' j QV jY
5& S D L�D CGNTACM TACOMA �
SOUND ENERGY
TACOMA POWER
•
6L SWTHCO 913113t S.& HNISE CF6 -3 -U
o
• a •
64. STARLESS STEEL HANDLE
°
91
65. DEAD BILT LOCK 'BEST' C5L7RL2 -626)
O
so
66. SQUARE B TERlQNAL BL.CiLiC
21.00
16.00
N_
U
67. SQUARE D END CAP
70.1'X.25' GASKET
JOB NAME. CITY OF RENTON
• • • •
• • '� •
1
S'
10.50 -&j 4. 0
8.00 1.00j
TYP 200
0.75x1.25 TYP
6,00 TYP
DISTRIBUTION,
CONTRACTOR-
PURCHASE ORDER,
PURCHASE
MATERIAL .125 5052 -H32 ALUM.
DRAWN BYE MEKKI AL -AZADI
T ®�� COATING TYPE
O •O
lag
1600
HARDWARE- QUANTITY,
FINISH, MILL
O•
13.00 -T4.0
COLORi
DATE, OCT 24, EUUie PAGES OFD
+ .11111111Q41w7
z
V.(1' T- ','SAAA4-
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