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g n PORTION N.E. 1/4, S.W. 1/4, S.E. 1/4, SEC. 10, TWPm 23 N., RGE. 5 E., W.M.
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FJ ;r I - ...:.::...._.... EXISTING PROPOSED
1
y " "-• TYPE M C III H.P.S. LUMINAIRE ARM
: f t.7 f•� j'��`1 � c., j I r {{ I .r•{ ', rte.._. "'�
r ; AND ALUMINUM DAVIT STYLE OR TIMBER POLE
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- ...................
'- :'r,{ fr. ,' _ LIGHT BASE AND
/ 3. ,. rj �r r • JUNCTION BOX
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r r '� ::,.f: -.• _ r WITH CONCRETE PAD
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........ ............ PVC CONDUIT (S EE WIRING SCHEDULE) Q ACCESS DRIVEW -.._
m . ........ - . ......... - TYPE 1 JUNCTION BOX WITH CONCRETE PAD
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EXISTING ELECTRICAL
o SERVICE #0039
2
1 EXISTING 150 WATT
LUMINAIRE AT 30
M.H. TO REMAIN
( #26011 C)
i rfo•`II•�11'�
•
ROLL 191.�
,
............ ..
„. _..
0
EXISTING 100 WATT
PSE LUMINAIRE AT
25' M.H. TO REMAIN
CONSTRUCTION NOTES
1O ROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE.
2O SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING JUNCTION 80X.
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
STREET
.............
......
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
SERVICE
1
2591C
I HOQUTAM AVE. N.E.
9 +31.5
31.5' RT.
EXISTING 100 WATT
PSE LUMINAIRE AT
25' M.H. TO REMAIN
CONSTRUCTION NOTES
1O ROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE.
2O SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING JUNCTION 80X.
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
SERVICE
1
2591C
I HOQUTAM AVE. N.E.
9 +31.5
31.5' RT.
150
M -C -III
30
8'
A
EX. #0039
WIRING SCHEDULE
T4aw 321 goo I
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
EX.
1.5"
PVC
EX. 2 - #8, 1 - #8 GREEN
EXISTING CONDUIT AND CONDUCTORS REMAIN
2
EX.
1.5"
PVC
2 - #8, 1 - #8 GREEN
EXISTING SPARE CONDUIT
3
1.5"
PVC
(SCHEDULE 40)
2 - #8, 1 - #8 GREEN
4
1.5"
PVC
(SCHEDULE 80)
INSTALL PULL CORD
30730
013TE \ �,
SS�O�MAL Ems'
EWM 01131AP
RECOMMENDED FOR APPROVAL
BY DATE
BY994ihd SATE I.-Iq-
BY DATE
HIE HERMAN TRAFFIC ENGINEERING
15324 Southeast 133M Court, Renton Washington 98059
425 - 277 -1740 tel. 425- 277 -5718 fax hte#tomtast.net
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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
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS —
BASE FLANGE ALLOY 356—T6 WITH
BOLT COVERS & S.S. SCREWS
SIZE AS
REQUIRED
4 -1 /2" 2" N.P.S.
O.D. SLIPFITTER
.5'-95" RADIUS
.I �• -11- -1 /4" SQ.
—
11" TO 12" DIA.
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" - 4
a DATE REMSIC
E�O
2" N.P.S. SLIPFITTER
r
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30'
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33 —3
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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
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS —
BASE FLANGE ALLOY 356—T6 WITH
BOLT COVERS & S.S. SCREWS
SIZE AS
REQUIRED
4 -1 /2" 2" N.P.S.
O.D. SLIPFITTER
.5'-95" RADIUS
.I �• -11- -1 /4" SQ.
—
11" TO 12" DIA.
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" - 4
a DATE REMSIC
E�O
2" N.P.S. SLIPFITTER
r
W
a
0
m
0
cn
ajo
ir
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
R/W LINE
SIDEWALK
CURB
CROADWAY
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
all
1
91
33 —3
T
0.188
1 0.188
0.219
0.219
6
4
7
ICI
8
LETTER
LETTER
SUFFIXED
PREFIXED
W
a
0
m
0
cn
ajo
ir
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
R/W LINE
SIDEWALK
CURB
CROADWAY
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18'-3"1
23'-3
28v-31'
33 —3
T
0.188
1 0.188
0.219
0.219
STANDARD 30 FOOT DAVIT POLE
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
IDWG. NAME: JR -02 SP PAGE: J003 DATE I REM
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
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
env ar�
Standard plena
0
7' LST DATE: 10/30/96
Z
DWG. NAME: JR -05 SP PAGE: JO06
L]
MOUNTING
HEIGHT
15 FEET
,,— TAPERED ALUM. POLE
T WALL ALLOY 6063—T6
SATIN GROUND FINISH
HANDHOLE 4 "x6"
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6"
6
'H'
1,_2"
2' TO 4'
OVERHANG
I STREET LIGHT --�
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 P
OR ABOVE.
NUMBERING EXAMPLES
45 °�
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
ROLL 19!7
RLW AT BACK
OF SIDEWALK
I
1' -2"
OVERHANG
'H VARIES
FACE OF CURB TO
CENTER OF OLE
�5' UTILITY EASEMENT
SL'
\--STREET LIGHT CONDUIT
'SL' TRENCH DEPTH 24 to
TYPICAL STREET LIGHT
FOUNDATION LOCATION
4
2 "– 2 2 3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
cm or Non=
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
F R
(MODIFIED)
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CRY OF RENTON
(iiD Standard plans
LST DATE: 12/96
DWG. NAME: JR--35 SP PAGE: JO 14
I
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE
3' -0"
I- -1, -6" MIN.
0
4" �
T0 1&-"0-
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4"
I-�--
3 I–on
T
FRONT VIEW
Imo— 3'– 0 " - -»I
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
1 , – on
4' – o" . 4 Imo-- 3---I
4" . »
� o�
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
carer OF =�
Standard plane
LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: JO 15
T-4 3 ?190Z
RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
BY DATE
307310) o ��
GIST
SS�OINVA Ems'
E11lMIES 01/31/07
HIE HERMAN TRAFFIC ENGINEERING
1 5324 Southeast 133rd Court, Renton, Washington 98059
425- 277.1740 tel. 425- 277 -5718 fax htedcomcast.net
SCM�IE0 AN 2 2 !LOOT C 1�; 7- ,P?
1
P
2
5
3
6
4
7
ICI
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
45 °�
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
ROLL 19!7
RLW AT BACK
OF SIDEWALK
I
1' -2"
OVERHANG
'H VARIES
FACE OF CURB TO
CENTER OF OLE
�5' UTILITY EASEMENT
SL'
\--STREET LIGHT CONDUIT
'SL' TRENCH DEPTH 24 to
TYPICAL STREET LIGHT
FOUNDATION LOCATION
4
2 "– 2 2 3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
cm or Non=
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
F R
(MODIFIED)
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CRY OF RENTON
(iiD Standard plans
LST DATE: 12/96
DWG. NAME: JR--35 SP PAGE: JO 14
I
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE
3' -0"
I- -1, -6" MIN.
0
4" �
T0 1&-"0-
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4"
I-�--
3 I–on
T
FRONT VIEW
Imo— 3'– 0 " - -»I
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
1 , – on
4' – o" . 4 Imo-- 3---I
4" . »
� o�
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
carer OF =�
Standard plane
LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: JO 15
T-4 3 ?190Z
RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
BY DATE
307310) o ��
GIST
SS�OINVA Ems'
E11lMIES 01/31/07
HIE HERMAN TRAFFIC ENGINEERING
1 5324 Southeast 133rd Court, Renton, Washington 98059
425- 277.1740 tel. 425- 277 -5718 fax htedcomcast.net
SCM�IE0 AN 2 2 !LOOT C 1�; 7- ,P?
0
t
M
NOTES: LIGHTING STANDARD & JUNCTION BOX
All dimensions are minimum. Exact configurations vary among different manufacturers.
J The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 7'
Boxes shall be 28X minimum of overall thickness.
s Lid support members shall be welded to the frame. O d 0V 0 0V D '00V 0
4000PSI concrete is allowed if box reinforcement consists of 6 X 6- W3 X W3 welded 4 0 0 p O v° 0 O o o e ev O O N
wire fabric welded to the frame. A d o v o e d AV
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep o 0 O ° o
extension boxes. PLAN VIEW °° p �° O D F D �0 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. p c
° O
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 o O D° ° c
Load Test. p e
0 0 °v O v °v ° O°
A
J JUNCTION BOX DIMENSION TABLE I- c -I STREET LIGHT POLE VlHkjrTION BOX
a 'Q
ITEM
X TYPE
TYPE 1
W
Y
ALTERNATE A
0 O
A
Ix Q
22
M
33"
_Z
M
1Box Outside Width
Z
17
0 •- j
C
_ I
18"
I I
:E L
1'
PLAN VIEW SIDE VIEW v o v v ° o ° 0 4" DEEP
4 �evo
= O ° o0
O 110 v
v0
°ova 0e e
ELEVATION VIEW
ITEM
ITEM
X TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22
22
33"
B
1Box Outside Width
170
17
22 1/2N.
C
Box Inside Len ,11
18"
19"
28"
Box Inside Width
13"
14"
17"
Lid Length
18"
18"
26 1 2"
Lid Width
13"
13"
17"
G
Box Depth
12
12
12"
Lid do Frame Depth
5/16"
5/16"--
5 16"
J
Wall Thickness (Min.),
1 1/2"
1 1/2"
1 1/2"
Wire Reinforcement
W 3
W-2.5
W- 2.5
,Legend
fi_e_e_;etail
See Detail
See Detail
I I
:E L
1'
PLAN VIEW SIDE VIEW v o v v ° o ° 0 4" DEEP
4 �evo
= O ° o0
O 110 v
v0
°ova 0e e
ELEVATION VIEW
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel - A786
Lid Support
1/8)&. Thick Steel C L or T. - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
I ASTM A -82 Steel
V0
r OM Comm
Uft TV,
G" GRAVEL PAD INDIVIDUAL. JUNCTION BOX
COMPACTED
0) ` *GALVANIZED STEEL 0 v o c O° p° p v 0
O TYPICAL JUNCTION BOX INSTALLATION DETAILS D
LL z N C o
00 o'E o e ° ° Oe °4 NOTE: CLASS 'B' CONCRETE
LEGEND DETAIL (Mork L) -i �+°`°`i TI.M0.3/AlL. m TYPE T Box ° z TO BE USED IN
>-- Z ? - SIGNALS o TYPE •II' Box e o = pe0 CONSTRUCTION OF PAD
� `1' LIGHTING '' "" 4 0 00
W a � TS-LT HaOOOOK DLT IL PLAN SYMBOLS 4 -1
U \ C TRAFFIC SIGNAL SYSTEM LEGEND
�, o TELEMETRY
E N e 1' CONCRETE PAD DETAILS
i JUNCTION BOX DETAILS 00 ° °°
_W
mE
�'E ADOPTED 1' ADOPTED
�N Form Letters with 1 /$" Weld CITY OF RENTON PLAN VIEW CITY OF RENTON
Bead. Grind off Diamond I,- ,� A
,r .v V Pattern before forming �'i ♦ ♦ Standard plans + IR
Standard plans
a. ILLUMINATION SYSTEM LEGEND LST DATE:1 1 /89 T LST DATE: 10/30/96
s DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: JO fi DATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008
�r
T46kh.
EPDXY FILL EPDXY FILL
INLINE SPLICE
WYE SPLICE
SPLICE KIT FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS - S.E.C. OR UNDER EQUAL
_ _ = TYPICAL DESIGN "B"
.� JUNCTION BOX 1/4" MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE „
WIRE RU S L THRU 2 RUNS
Bi
�Lj TOP OF CONCRETE
a_ 4" CONCRETE BASE FOUNDATION TO
Q PAD TOP OF SIDEWALK
5 "
DIAMETER = 7/8" 9 OR CURB.
o III — _III =III
=1111 =III =III . =III IIII — - =11 =1111 III
8 GREEN .lII= IIII = IIII =IIII
O 4 7/8
r _ ROUND WIRE
M IIII=
LOAD LINE CLAMPD
4'
1/4 FUSE 1/4 2-(SIZED AS REQ'D ) PVC CONDUIT
111 LIGHTING SYSTEM
1 /8 ® 1 /8 WIRES G CONTACTOR SYSTEM RECOMMENDED FOR APPROVAL
CONCRETE N BY DATE
CUTTING RINGS 5/8 "x8' 3 SQ.
COPPER -CLAD �'"' OR DIA.
GROUND ROD BY DATE
0
(n BY DATE
FUSE KIT
Cr
�H
FUSE KIT do SPLICE KIT DETAILS TYPICAL LIGHTING UNDERGROUND SYSTEM
ADOPTED ADOPTED
HERMAN TRAFFIC ENGINEERING
4
cm or 11=11m Off or �rroir 15324 S Southeast 133rd Court Renton Washington 98059
TiQr • lei • �
� � L E
Lff Ms I > /s /" % 425-277-1740 tel . 42 5.2 77- 5 718 fax hteflcomcast. net Vrwas
DWG. NAME: JR -12 SP PAGE: JO 13 DATE 113Y kAPPR DWG. NAME: JR -06 SP PAGE: J007
.2 DOT
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