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25'
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CHELAN -AVE NE -
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LUMINAIRE TO BE M250AZ MC N DISTRIBUTION FLAT LENS
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CONSTRUCTION NOTES
3 INSTALL STREET LIGHT CONTACTOR CABINET #0106, 120/140 VOLT,
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1. ALL WORK SHALL BE IN ACCORDANCE W H THE CITY OF RENTON
GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT BREAKERS. SEE DETAIL SHEET 16
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I\- #164.43'
100 w /photo cell
3895 B
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EX WIRE FENCE -
S88 °31'46 "E
,
STA 1+07 - 23'RT
TL # 102305913
8'
NOTES:
THAT PORTION OF THE NE 1/4 OF THE NW 1/4
1 - #8 GROUND
-
CHELAN AVE NE
2 #8 T.H.W. CU.
IOINSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 100 WATT
OF SECTION 10, TWN 23 N, RANGE 5 E, W.M.
25'
'
100 w /photo cell
S
CHELAN -AVE NE -
HP SODIUM VAPOR /LUMINAIR.E & LAMP - 25' MOUNTING HEIGHT
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GRAPHIC SCALE
LUMINAIRE TO BE M250AZ MC N DISTRIBUTION FLAT LENS
FOUND 5/8' REBAR
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W/ CUTOFF OPTICS
CAP
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1 inch = 20 ft.
EX CYCLONE FENCE
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CONSTRUCTION NOTES
3 INSTALL STREET LIGHT CONTACTOR CABINET #0106, 120/140 VOLT,
O
TYPE III,
1. ALL WORK SHALL BE IN ACCORDANCE W H THE CITY OF RENTON
GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT BREAKERS. SEE DETAIL SHEET 16
X
I
STANDARD SPECIRCA71ONS AND THESE PLANS
I
N E . 12TH S T,
20'JOINT' USE
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CD
2. 7HE L�OCA77ONS OF FEATURES SHORN ARE APPROXIMATE AND SHALL
BE VERIFIED IN THE FIELD BY 7HE C0N7RACTOR AS NECESSARY.
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EASEMENT FOR I
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J. INSTALL ALL STREET LIGH7/NG MATERIALS SHOWN ON THE PLANS,
EXCEPT AS NO7ED. ALL MA7ERIALS SHALL BE NEW AND OF 7HE BEST
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LOTS 4 & 5
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AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTO.
LEGEND
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® MON IN CASE v '
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4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
MON #159 D 1-1/2"
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5. ALL WORK SHALL RF CONSISTANT µ17H U77LITY AGENCY REQUIREMENTS
THE CON7RACTOR SHALL CONTACT ALL PER77NBVT U77LITY AGENCIES
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BRASS DISC W PUNCH MARK
BRASS
FOUND REBAR �' CAP �� O
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FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL
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6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE 70
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L S #9470
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LIMITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE.
> NE (6/17/05)
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7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTRUC77ON
%ENGINEERING DIIRSION AT 277 -5570 FOR /NSPEC770N PURPOSES
Q I N=186,373.1000 (K C A S)
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TWENTY -FOUR (24)'. HOURS BEFORE COMMENCING WORK. NO .WORK
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C.R. POLE ID #
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25'
8'
100 w /photo cell
3895 B
1 - f8 GROUND
2 - #8 TH.W. CU.
NE LOTH STREET
3 - #12 Photocell
2
STA 1+07 - 23'RT
25'
8'
100 w /photo cell
3896 B
1 - #8 GROUND
-
CHELAN AVE NE
2 #8 T.H.W. CU.
3
STA 2 +58 -23 RT
25'
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3894 B
CHELAN -AVE NE -
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RUN NO.
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Q PC STA 2 +03.24, 18'LT 2
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(RENTON) NE 10th STREET T /C= 430.30 1 I
N= 183,691.4502 RENTDN L =47.95 STA 2 +50.57(NE 10TH sT)=
N E= 1,300,377.4087 ( RENTON-
R=30 00 STA a +29.50 (CHELAN)
� Delta =91 "34'24" INSTALL STD MONUMENT
STATION EQUATION
N WEST 1/4 OF SEC 10 -23 -5 STA 0 +00 AHEAD=
FND 1 -1/2" BRASS DISC W /PUNCH STA 14 +76.22 BACK
° � MEASURED DISTANCE
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OR APPROVAL
a' .3 2 -3 + -00 L-_� � Y T DATE
Y DATE L
PT STA 2 +92340, 18'LT IF3Y Y DATE _
-ND OF CURB R =20'
T/C = 432.36 DATE —
Y DATE-
11 IT (-I IT
CO :T -hut' in"aw
FUSE KITS
XQUICK DISCONNECT
I.00 - 10 AMP IN LINE FUSE TO LUMINAIRE
x g KITS - S.E.C. OR EQUAL
x \ 2' N.P.S. SLiPFITTER
x TYPICAL DESIGN 'B°
JUNCTION BOX
x
1/4° MINIP1UM BRACKET CABLE
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE
KITS ON ALL THRU ?° BY 3/4 REDUCING WASHER
V) WIRE RUNS 2' MIN. GROUT VFOUNDATION OP OF CONCRETE
_ UNDER POLE BASE TO
Q C/) CONCRETE E LEVEL WITH 3/4' ROMEX CONNECTOR
J PAD WITH LOCKNUT
OP OF SIDEWALK SINGLE OR DOUBLE MAST r Q 5" 9, R CURB. 3/4'
ARM AS REQUIRED i
c� 0 1111= =1111 =1111-
LLJ cr-
O z z —1111 — III —1111 c° °O = IIII —IIiI =III = I -_ ii- 1111 -1111 FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
= O
COPPER e� ° 111- 1111- 1111 -1111 BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
COPPED WIRE o "° 1111= ARE ON SAME CIRCUIT
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~ PVC CONDUIT
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LIGHTING SYSTEM
WIRES TO CONTACTOR
CONCRETE
N FOUNDATION
M 5/8'x8' I _�
o COPPER -CLAD 3' SO. OR DIA.
M a a o GROUND ROD EPDXY FILL EPDXY FILL
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UNDERGROUND SYSTEM
SPLICE KIT
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STREET LIGHT POLE JUNCTION BOX ° °e o° e o CUTTING RINGS
PLAN VIEW SIDE VIEW FUSE KIT
LIGHTING STANDARD & JUNCTI ❑N B ❑X
D °
NOTE CLASS 'B' CONCRETE D D
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TO BE USED IN a d° J o o E
CONSTRUCTION OF PAD a m o
O o 0 ov v v E
3/8 "X2" LONG PIN HEX
_ 1/2" DIA HOLES SECURITY SCREW SS (TYP)
1 AND COUNTERSINK
JUNCTION BOX DIMENSION TABLE PLAN VIEW
1/4
A
R ITEM
K
BOX TYPE
TYPE 1
ALTERNATE A ALTERNATE B
-TYPE 2
A Box Outside length
22"
22"
33"
B Box Outside Width
17"
17"
22 1/2-
C Box inside Len th
18"
19"
28"
D 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"
1 12"
H Lid & Frame De th
5 16"
5 16"
5/16"
J Wall Thickness Min.
1 1/2 "
1 1 2 "'
1 1 2"
K Wire Reinforcement
W -3
W -2.5 1
W -.5
2
L Legend I
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 Steel C, L or L - A36
• Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate
Reinforcement I ASTM A -82 Steel
*GALVANIZED, STEEL
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ELEVATION VIEW
3"
2 `� off DUff__"� M
MIN
Wp
6" GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
JUNCTION BOX DETAILS
GALVANIZED STEEL
BAR 1" WIDE
1/2" THICK
DRILL & THREAD
FOR 3/8" DIA BOLTS
HAND HOLE LOCKING DEVICE
TYPE I AND ll
SIZE AS REQUIRED
01188 WALL BRACKET
ALUM. ALLOY 6063 -TG
4 -1/2' 2" N.P.S.
O.D.
SLIPFITTER
112' BNC LOCKBOLT 5' -9" RADIUS
GR. 18 -8 S.S. \-1-
FLUSH JOINT
4 -1/2' O.D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH
H
SL
151 HANDHOLE. 4'x6` OPENING
W /COVER AND S.S. SCREWS 8' O.D.
BASE FLANGE ALLOY 356 -T6 WITH - GROUND LU
BOLT COVERS & S.S. SCREWS 1'-6'
1-11 -1/4" SQ,
11' TO 12" DIA.
BOLT CIRCLE
4" CONCRETE PAD 4 112' OF BOLT ABOVE
FINISHED GRADE
(4) l' BNC GALV. STEEL
ANCHOR BOLTS WITH
NUTS AND WASHERS 4,'
4" °
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY.. INSTALL
IN DRY WEATHER 50 °F
OR ABOVE. NUMBERING EXAMPLES
DECAL NUMBERING SYSTEM
2°
T- 332��2
RECOMMENDED
LETTER LETTER
FOR APPROVAL
SUFFIXED PREFIXED
BY
DATE
CITY PUGET POWER
OWNED OWNED
BY
DATE
CURB
MOUNTINGOF,
DATE
90001 SITE
HEIGHT
BY
Cq�
15 FEET
BY
DATE
45
TRAFFIC DECAL1
FLOW RELECTORIZED
GOTHIC GOLD
LIGH
OR WHITE LEGEND
-
ON LACK
PLAN VIEW BACKGROUND
DECAL NUMBERING SYSTEM
2°
T- 332��2
RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
90001 SITE
BY
DATE
15';
BY
DATE
LIGH
-
cD:T- 3525D2 JUts 4 x aul
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NOTES:
49. 225 AMP COPPER BUSSING, 18 PLC PANEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BAB1050)
53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE- (MS- 24 -TB)
56. HUBBELL SWITCH (CS1201 -1)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1)
58. SQUARE D LIGHTING CONTACTOR
(9810DPA32V02UI)
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64, STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (51-7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1"X.25" GASKET
21.00"
FRONT
T 10.50" 1
O "
8.00 CD 1.00" TYP
I
.25'
Q
— 13.00 "°" I 4.00"
-21.00"
BOTTOM
2"
TYP
SIDE
CITY OF REN TON
DISTRIBUTOR: TACOMA ELECTRIC SUPPLIES
MATERIAL: .125, 5052 -H -32 ALUM.
11.1-1 1 1 SERVICE CABINET
z
24`7 39
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RECOMMENDED
a
L
BY
DATE
BY
DATE
i—
DATE
BY
DATE
BY
DATE
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NOTES:
49. 225 AMP COPPER BUSSING, 18 PLC PANEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BAB1050)
53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE- (MS- 24 -TB)
56. HUBBELL SWITCH (CS1201 -1)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1)
58. SQUARE D LIGHTING CONTACTOR
(9810DPA32V02UI)
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64, STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (51-7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1"X.25" GASKET
21.00"
FRONT
T 10.50" 1
O "
8.00 CD 1.00" TYP
I
.25'
Q
— 13.00 "°" I 4.00"
-21.00"
BOTTOM
2"
TYP
SIDE
CITY OF REN TON
DISTRIBUTOR: TACOMA ELECTRIC SUPPLIES
MATERIAL: .125, 5052 -H -32 ALUM.
11.1-1 1 1 SERVICE CABINET
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24`7 39
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RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
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NOTES.
THAT PORTION OF THE NE 1/4 OF THE NW 1/4
0 1 INSTALL ALUMINUM DAVIT STYLE LIGHT STA OF SECTION 10, TWN 23 N2
STANDARD W1 100 WATT RANGE 5 E2 W.M.
HP SODIUM VAPORILUA41NAIRE & LAMP — 25' MOUNTING HEIGHT
LUMINAIRE TO BE M250A2, MC N DISTRIBUTION FLAT LENS
W1 CUTOFF OPTICS. FOUND 5/8 REBAR
CAP
(D INSTALL ALT "B" JUNCTION Box.
) INSTALL STREET LIGHT CONTACTOR CABINET #0106, 120/140 VOLT, TYPE III, EX CYCLONE FENCE
GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT 'BREAKERS. SEE DETAIL qHP-P-T lk ",4
NE. 12T
H QT
20 JOINT USE
EASEMENT FOR
—1,
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POLE LOCATION
MH
ARM LENGTH
0
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NE 10TH STREET
2
STA 1+11 —23RT
0
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CN
STA 2+58 —23 'RT
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NOTES.
THAT PORTION OF THE NE 1/4 OF THE NW 1/4
0 1 INSTALL ALUMINUM DAVIT STYLE LIGHT STA OF SECTION 10, TWN 23 N2
STANDARD W1 100 WATT RANGE 5 E2 W.M.
HP SODIUM VAPORILUA41NAIRE & LAMP — 25' MOUNTING HEIGHT
LUMINAIRE TO BE M250A2, MC N DISTRIBUTION FLAT LENS
W1 CUTOFF OPTICS. FOUND 5/8 REBAR
CAP
(D INSTALL ALT "B" JUNCTION Box.
) INSTALL STREET LIGHT CONTACTOR CABINET #0106, 120/140 VOLT, TYPE III, EX CYCLONE FENCE
GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT 'BREAKERS. SEE DETAIL qHP-P-T lk ",4
NE. 12T
H QT
20 JOINT USE
EASEMENT FOR
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POLE LOCATION
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ARM LENGTH
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STA 2+58 —23 'RT
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LEGEND
N.W. CORNER SEC 10-23-5 MON IN CASE
SURFACE BRASS MONUMENT
C.O.R. MON #159 FND 1-1/2 cy
BRASS DISC W/PUNCH MARK FOUND REBA R & CAP
0 N)
4274:�7 CO
ON 4 "X4" OR IRON PIPE
CON MON W/CASE
0 SET 112"REBAR & CAP
AT NN 12TH ST & UNION AVE
LS #9470
NE (6/17/05)
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25'
8,
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2
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2
80
CHELAN AVE NE
STA 2+58 —23 'RT
25'
81
CHELAN AVE NE I
I
LUMINAIRE
100 w1photo cell
100 w1photo cell
100 w1photo cell
0
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FOUND 5/8 vREBAR
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W/PUNCH MARK ON 4"X4" CONr
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(6/17/05)
N=183,691.4502 (RENTON) Ya
CN E=1,300,377.4087 (RENTM_
7
CN WEST 1/4 OF SEC 10-23-5
FND 1-1/2 P) BRASS DISC W/PUNCH
MARK ON 4)X4$) CONC MON W/CASE
A� M o? 30591 33
- 11 164_4.E y
B BARRIE
AR
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PC STA 2+03.24, 181T DETAIL 2
BEGIN CURB R=30'
T/C =430.30 STATION EQUATION
N E 10th STREET jZ.9 C
L=47.95 STA 2+50.57(NE 10TH ST)=
R=30.00 STA 4+29.50 (CHELAN)
STATION EQUATION _____LeIta=91*34'24" INSTALL STD MONUME_NT
STA 0+00 AHEAD=
STA 14+76.22 BACK
MEASURED DISTANCE
7-7TW A \/F QF-
GRAPHIC SCALE
20 0 10 20 40
IN FEET
I inch = 20 ft.
CONSTRUCTION NOTES
1. ALL WORK SHALL BE IN ACCORDANCE W THE CITY OF RENTON
STANDARD SPECIRCA 77ONS AND THESE PLANS
i
2 THE LOCA 77ONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL
O BE VERIFIED IN THE FIELD By THE CON7RACTOR AS NECESSARY
0--) 1
Lo 3 INSTALL ALL STREET LIGH77NG MATERIALS SHOWN ON THE PLANS,
CD EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST
CNn AVAILABLE GRADE OR QUALITY, EXCEPT AS N070.
11
O
4- THL CON7RACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
iy
FOR MA 7FRIALS APPROVAL A T THE EARLIEST POSSIBLE DA IF
5 ALL WORK SHALL BE CONSISTANT WITH UTILITY AGENCY REQUIREMENTS
THE CON7RACTOR SHALL CONTACT ALL PER77NENT U77LITY AGENCIES
FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL
COORDINA IF THE WORK WITH THE U77LI77ES THROUGHOUT THE PROJECT
6. THE CONTRACTOR SHAH BE RESPONSIBLE FOR ANY DAMAGE TO
EXIS77NG U77LI77ES THE CONTRACTOR SHALL N077FY THE AFFECTED
,U77LITY COMPANY AND THE CITY OF RENTON IMmEDIA L y UPON DAM/{
MoW
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTTUC770N
ENGINEERING DIVISION AT 277 -5570 FOR INSPEC 770N PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK NO WORK
SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED By THE ENGINEER.
E ND
(D
0 CONTACTOR CABINET 10042
0 JUNC77ON BOX
CA
ALUMINUM DAVIT STYLE LIGHT STANDARD
4s,
00
CONCRETE PAD
0
20'INGRESS/EGRESS EASEMENT
REC NO. 90 /
04111113 & 9005091478
35' DEDICATED T- 33250L
RIGHT OF WAY
80
(D
RECOMMENDED
3— - G - - FOR APPROVAL
8"_ 32,9 n
By DATE
— --------- — BY — —RATE
PT STA 2+92340, 181T BY
END OF CURB R=20' RATE
T/C =432.36
BY — —DATE
BY —DATE
NWO:
OR
0
Ln0
cW7
d
a
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS S.E.C, OR EQUAL -
TYPICAL DESIGN "B"
JUNCTION BOX
GROUND LUG
SPLICE KITS
CLEAR EPDXY SPLICE
KITS ❑N ALL THRU
WIRE RUNS 2" MIN, GROUT
�j UNDER POLE BASE
J P4'D CONCRETE
MATERIALS
1---
TYPE
TYPE
0
X
x
o 1
ITEM
x
CV r
Lid
X
a
A
Box Outside length_
W o
m
22"
x
(n d
F"
O
#8 BARE
° a
X
=
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS S.E.C, OR EQUAL -
TYPICAL DESIGN "B"
JUNCTION BOX
GROUND LUG
SPLICE KITS
CLEAR EPDXY SPLICE
KITS ❑N ALL THRU
WIRE RUNS 2" MIN, GROUT
�j UNDER POLE BASE
J P4'D CONCRETE
=r
� W
p
Uj
z
z
I IT
..
z
O
R
5/8"x8'
COPPER -CLAD
GROUND ROD -
o_
5"1 I9„
.�
MWOMM
PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION
TO LUMINAIRE
1/4" MINIMUM
DRAIN HOLE
4'
3 SQ. ❑R D IA,
TYPICAL LIGHTING
UNDERGROUND SYSTEM
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
O v pv O 017 Ov ��
4 e° O v D a D 4" DEEP
DO (� D Ov D O O d D O D v v D D DD O �D
4 dvao v0 D A o Dv dvd Ova 0 0 DOA e °D
Q °
p oO Do Dv o o p z_ o D D p O o ° e
d ° 0
O e d d � d o e
D D
D D D3' d o O v o
O O d v0
LD
O O O o Oo
DO
r> b, e d
O >1
OD o
I P CTIO od o e
STREET LGHT OLE JUNN BOX
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
A
o v 00 O° D o o v O C - - -�
0 D v --
° D O p
d e 4
D z D
NOTE: CLASS 'B' CONCRETE d o De°
TO BE USED IN a J O o
CONSTRUCTI ❑N ❑F PAD o ° D D d m o
o D O Dv v v D 1
1'
PLAN VItW
JUNCTION BOX DIMENSION TABLE
M
MATERIALS
1---
TYPE
TYPE
0
TYPE 2
A
ITEM
ALTERNATE A
®
Lid
ALTERNATE B
Ov
A
Box Outside length_
22"
22"
33"
B
F"
O
#8 BARE
° a
C
=
U
COPPER
GROUND WIRE
28"
D
--�
ED
14"
17"
E
Z
18"
Z
26 1 2"
F
Lid Width
O
W
c
O
U
G
Box De th
12"
12"
12"
H
Cn
5 16"
2- (SIZED AS REQ'D)
5/16
J
Wall Thickness ,Min.
LIGHTING SYSTEM
1 1 2"
1 1 2"
K
WIRES TO CONTACTOR -
=r
� W
p
Uj
z
z
I IT
..
z
O
R
5/8"x8'
COPPER -CLAD
GROUND ROD -
o_
5"1 I9„
.�
MWOMM
PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION
TO LUMINAIRE
1/4" MINIMUM
DRAIN HOLE
4'
3 SQ. ❑R D IA,
TYPICAL LIGHTING
UNDERGROUND SYSTEM
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
O v pv O 017 Ov ��
4 e° O v D a D 4" DEEP
DO (� D Ov D O O d D O D v v D D DD O �D
4 dvao v0 D A o Dv dvd Ova 0 0 DOA e °D
Q °
p oO Do Dv o o p z_ o D D p O o ° e
d ° 0
O e d d � d o e
D D
D D D3' d o O v o
O O d v0
LD
O O O o Oo
DO
r> b, e d
O >1
OD o
I P CTIO od o e
STREET LGHT OLE JUNN BOX
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
A
o v 00 O° D o o v O C - - -�
0 D v --
° D O p
d e 4
D z D
NOTE: CLASS 'B' CONCRETE d o De°
TO BE USED IN a J O o
CONSTRUCTI ❑N ❑F PAD o ° D D d m o
o D O Dv v v D 1
1'
PLAN VItW
JUNCTION BOX DIMENSION TABLE
M
MATERIALS
BOX
TYPE
TYPE
1
TYPE 2
A
ITEM
ALTERNATE A
K
Lid
ALTERNATE B
A786
A
Box Outside length_
22"
22"
33"
B
Box Outside Width
17"
17"
C
Box Inside Len th
18"
19"
28"
D
Box Inside Width
13"
14"
17"
E
Lid Len th
18"
18"
26 1 2"
F
Lid Width
13"
13"
17"
G
Box De th
12"
12"
12"
H
Ud & Frame De th
5 16"
5 16"'
5/16
J
Wall Thickness ,Min.
1 1 2"
1 1 2"
1 1 2"
K
Wire Reinforcement
W -3
W -2.5
W -2.5
L
Le end
See Detail
See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See
Notes
Frame
Diamond Plate Steel -
A786
Lid Support
1 8'Win. Thick Steel C, L or L - A36
Lid
Diamond Plate Steel -
A786
Anchors
Steel Wire or Tee
Plate
Reinforcement
ASTM A -82 Steel
* GALVANIZED STEEL
L
2"
MIN
TYP
ELEVATION VIEW
6" GRAVEL PAD
COMPACTED
3
TYPICAL JUNCTION BOX INSTALLATION DETAILS
JUNCTION BOX DETAILS
2" N,P,S, SLIPFITTER
BRACKET CABLE
2" BY 3/4" REDUCING WASHER
3/4" ROMEX CONNECTOR
SINGLE OR DOUBLE MAST WITH LOCKNUT
ARM AS REQUIRED 3/ r!e
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
1/2" DIA HOLES
AND COUNTERSII
GALVANIZED !
BAR 1" WIDE
1/2- THICK
ARM WIRING DETAII
HAND HOLE
TYPE
2" LONG PIN HEX
21TY SCREW SS (TYP)
THREAD
3" DIA BOLTS
LOCKING DEVICE
I AND 11
MOUNTING
HEIGHT
15 FEET
0.188 WALL BRACKET
ALUM, ALLOY 6063 -T6
1/2" BNC LOCKB ❑LT
GR, 18 -8 SS.
FLUSH JOINT
4 -1/2" ❑,D,
2°
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 ALLY 356 -T6 WITH
BOLT COVERS & S,S, SCREWS
11" TO 12" DIA.
BOLT CIRCLE
1/2" OF BOLT ABOVE
4" CONCRETE PAD 4
FINISHED GRADE
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4
NUTS AND WASHERS °° a
o °
4"
STANDARD DA V1 T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50° F
OR ABOVE, NUMBERING EXAMPLES
1 P
2 5
3 6
4 7
C 8
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED
T-3321,505
CURB
dF
4! '
TRAFFIC DECAL;
L��✓ — RELECTORIZED 2„ -2�2 a- „
GOTHIC GOLD 2'$ 3
OR WHITE LEGEND
ON BLACK
PLAN VIEW BACKGROUND
DECAL NUMBERING SYSTEM
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
ANIG
BY DATE 90001 SITE
T A Tr — OF: _
� I
0
0
0
W
d
a