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STATION EQUATION
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STA 38 +69.92 (CHELAN)
INSTALL STD MONUMENT
D -- -- - - 18 SD - - .._ 18�SD q
-- - - 99) "SD.. _
q � 81+00 82 +00 83 +00
ENE 10th STREET 2 1
STA 81 +97.39 =STA 10 +00 STA 83# 44.03 =STA 100 0
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POLE
CONDUIT &
WIRING
SCHEDULE
RUN
NO.
CONDUIT
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SCHEDULE
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100 WATTS
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2
- #8 T.H.W. CU.
LUMINAIRE SCHEDULE
POLE
POLE LOCATION
MH
ARM LENGTH
LUMINAIRE
C.R.POLE ID
1
STA 81 +14 - 25' LT
25'
8'
100 WATTS
38978
NE LOTH ST
5
STA 82 +74 -25' LT
25
8
100 WATTS
3899 B
NE LOTH ST
NO TES:
3 INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD 1 100 WATT
HP SODIUM VAPOR /LUMINAIRE & LAMP - 25' MOUNTING HEIGHT
LUMINAIRE TO BE M25OA2, MC 11l DISTRIBUTION FLAT LENS
W/ CUTOFF OPTICS.
OINSTALL ALT 'B" JUNCTION BOX.
OEXISTING STREET LIGHT CONTACTOR CABINET 106, 120/140 VOLT, TYPE III,
GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT BREAKERS. SEE DETAIL SHEET L -2
CONSTRUCTION NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH T iE CITY OF RENTON
STANDARD SPECIRCA77ONS AND THESE PLANS
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL
BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
J. INSTALL ALL STREET LIGH77NG MATERIALS SHIMy ON THE PLAN
EXCEPT AS NOTED. ALL MATERIALS SHALL it NEW AND OF THE BEST
AVAILABLE GRADE OR QUALITY, EXCEPT AS Ap7ED,
4. TIE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
FOR MATERIALS APPROVAL AT THE EARUESTPOSS/BLE DATE.
5. ALL WORK SHALL BE CONSISTANT III U77LIry. AGENCY REQUIREMENTS
THE CONTRACTOR SHALL CONTACT ALL PDUNENT UTUTY AGENCIES
FORTY EIGHT (48) HOURS BEFORE COMMENCRO WORK, AND SHALL
COORDINATE THE WORK WIN THE U77LI77ES T*oUGHOUT THE PROJECT
6. THE CONTRACTOR SHALL BE RESPONSIBLE F(il' ANY DAMAGE TO
EXIS71NG UTIUTffS THE CONTRACTOR SHALLNORFY THE AFFECTED
UTILITY COMPANY AND THE CITY OF RENTONIVMEDIA7ELY UPON DAMAG
7 THE CONTRACTOR SHALL N07IFY THE CITY OFRENTON CONSTRUC77ON
ENGINEERING DIVISION AT 277 -5570 FOR INS"EC770N PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMEN4VI; 11i NO WORK
SHALL BE COVERED UN77L IT HAS BEEN EXAWED BY THE ENGINEER.
LEGEND
® CONTACTOR CABINET 0042
® JUNC77ON BOX
ALUMINUM DAVIT STYLE LIGHT STANDARD
o ® CONCRETE PAD
RECOMMENDED
FOR APPROVAL;
w s.
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—DATE
_DATE
DATE
Isloomm
x F
FUSE K
KITS
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QUICK D
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10 AMP IN LINE FUSE
X $
$ �
KITS —
— S.E.C. OR EQUAL —
LLJ
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#8 BARIEII -III =IIII
COPPER
J U GROUND WIRE
co LLJ
z
J w O
Q � U
> N 2— (SIZED AS REQ'D)
LIGHTING SYSTEM
[] WIRES TO CONTACTOR
5/8 "x8'
g COPPER —CLAD
GROUND ROD—
V; N
z �!
Z
W Zvi W
Q2
Z5 Z
5' 9„
TO LUMINAIRE
1/4" MINIMUM
DRAIN HOLE
`— GROUND
CLAMP
4'
PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION
3' SQ. OR DIA.
TYPICAL LIGHTING
UNDERGROUND SYST'
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STREET LIGHT POLE JUNCTION BOX
PLAN VIEW SIDE VIEW
r �
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0
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FW-
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N
0
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TOP OF CONCRETE
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- IIII = I�Ii-
I =IIII= IIII
LIGHTING STANDARD & JUNCTION BOX
ov Oo O D v op °OV �C
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NOTE: CLASS 'B' CONCRETE D eo i ppeo
TO BE USED IN 4 0 0 0
CONSTRUCTION OF PAD 4 Ll
p
O D o Dv p v D 1 E
JUNCTION BOX DIMENSION TABLE
A BOX TYPE
R ITEM TYPE 1 1 TYPE 2
K ALTERNATE A ALTERNATE B
A Box Outside length 22" 22' 33"
B Box Outside Width 17" 17" 22 1/2"
C Box Inside Length 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 De th 12" 12" 12"
H Lid & Frame Depth 5 16" 5/16" 5/16"
J Wall Thickness. Min. 1 1/2- 1 1/2" 1 1/2"
K Wire Reinforcement I W -3 I W -2.5 W -2.5
L
Legend See Detail I See Detail See Detail
ITEM MATERIALS
Box 6000 PSI concrete See Notes
Frame Diamond Plate Steel - A786
Lid Support 1 8°MWro. Thick Steel C, L or T - A36
Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate
Reinforcement ASTM A -82 Steel
* GALVANIZED STEEL
Z
,
PLAN VIEW
x
V
���
K
kA' �
ELEVATION VIEW
DEEP
8° GRAVEL PAD
COMPACTED
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/
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
I� '-
DIAM�'ETJMW 7/8"
.
LOAD LINE
1/4" FUSE 1/4 1 "
1/8'
® /8,.
CUTTING RINGS
FUSE KIT
3/8 °x2" LONG PIN HEX
1/2" DIA HOLES SECURITY SCREW SS (TYR)
AND COUNTERSINK
/a°
GALVANIZED STEEL
BAR i° WIDE
1/2° THICK
DRILL & THREAD
FOR 3/8° DIA BOLTS
HAND HOLE LOCKING DEVICE
TYPE I AND 11
MOUNTING
HEIGHT
15 FEET
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 RE(
8
4 -1�
O.D. 2" N.P.S.
SIIPFITTER
5' -9" RADIUS
1' -2"
SL
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS g" O.D.
BASE FLANGE ALLOY 356 —T6 WTH��— GROUND LUG
BOLT COVERS & S.S. SCREWS 1'-6"
�I
1--11-1/4"
-- 1 1 -1 /4" SQ,
11" TO 12" DIA.
BOLT CIRCLE
4" CONCRETE PAD 4 1/2" OF BOLT ABOVE MIN
FINISHED GRADE (4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH
NUTS AND WASHERS 4'
14"
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 f
OR ABOVE. NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY
OWNED
TRAFFIC
FLOW
PLAN VIEW
LETTER
PREFIXED
PUGET POWER
OWNED
T=3 3
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
DECAL NUMBERING SYSTEM
BY DATE
BY DATE
BY DATE o ozuTE
BY DATE ^
BY DATE
LIGHT
Q��T'- 33860
H
2'
5' 9„
TO LUMINAIRE
1/4" MINIMUM
DRAIN HOLE
`— GROUND
CLAMP
4'
PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION
3' SQ. OR DIA.
TYPICAL LIGHTING
UNDERGROUND SYST'
Q ti l o ov o Oo
d O p O D O o v Dv Op
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, ev4
W Do0 Oep D ° � p 0
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STREET LIGHT POLE JUNCTION BOX
PLAN VIEW SIDE VIEW
r �
O
z
0
a.
a
FW-
0
N
0
N_
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
- IIII = I�Ii-
I =IIII= IIII
LIGHTING STANDARD & JUNCTION BOX
ov Oo O D v op °OV �C
o v
° D ovp
o e e 4
NOTE: CLASS 'B' CONCRETE D eo i ppeo
TO BE USED IN 4 0 0 0
CONSTRUCTION OF PAD 4 Ll
p
O D o Dv p v D 1 E
JUNCTION BOX DIMENSION TABLE
A BOX TYPE
R ITEM TYPE 1 1 TYPE 2
K ALTERNATE A ALTERNATE B
A Box Outside length 22" 22' 33"
B Box Outside Width 17" 17" 22 1/2"
C Box Inside Length 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 De th 12" 12" 12"
H Lid & Frame Depth 5 16" 5/16" 5/16"
J Wall Thickness. Min. 1 1/2- 1 1/2" 1 1/2"
K Wire Reinforcement I W -3 I W -2.5 W -2.5
L
Legend See Detail I See Detail See Detail
ITEM MATERIALS
Box 6000 PSI concrete See Notes
Frame Diamond Plate Steel - A786
Lid Support 1 8°MWro. Thick Steel C, L or T - A36
Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate
Reinforcement ASTM A -82 Steel
* GALVANIZED STEEL
Z
,
PLAN VIEW
x
V
���
K
kA' �
ELEVATION VIEW
DEEP
8° GRAVEL PAD
COMPACTED
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/
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
I� '-
DIAM�'ETJMW 7/8"
.
LOAD LINE
1/4" FUSE 1/4 1 "
1/8'
® /8,.
CUTTING RINGS
FUSE KIT
3/8 °x2" LONG PIN HEX
1/2" DIA HOLES SECURITY SCREW SS (TYR)
AND COUNTERSINK
/a°
GALVANIZED STEEL
BAR i° WIDE
1/2° THICK
DRILL & THREAD
FOR 3/8° DIA BOLTS
HAND HOLE LOCKING DEVICE
TYPE I AND 11
MOUNTING
HEIGHT
15 FEET
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 RE(
8
4 -1�
O.D. 2" N.P.S.
SIIPFITTER
5' -9" RADIUS
1' -2"
SL
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS g" O.D.
BASE FLANGE ALLOY 356 —T6 WTH��— GROUND LUG
BOLT COVERS & S.S. SCREWS 1'-6"
�I
1--11-1/4"
-- 1 1 -1 /4" SQ,
11" TO 12" DIA.
BOLT CIRCLE
4" CONCRETE PAD 4 1/2" OF BOLT ABOVE MIN
FINISHED GRADE (4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH
NUTS AND WASHERS 4'
14"
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 f
OR ABOVE. NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY
OWNED
TRAFFIC
FLOW
PLAN VIEW
LETTER
PREFIXED
PUGET POWER
OWNED
T=3 3
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
DECAL NUMBERING SYSTEM
BY DATE
BY DATE
BY DATE o ozuTE
BY DATE ^
BY DATE
LIGHT
Q��T'- 33860
H
2'
0
a.
a
FW-
0
N
0
N_
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
- IIII = I�Ii-
I =IIII= IIII
LIGHTING STANDARD & JUNCTION BOX
ov Oo O D v op °OV �C
o v
° D ovp
o e e 4
NOTE: CLASS 'B' CONCRETE D eo i ppeo
TO BE USED IN 4 0 0 0
CONSTRUCTION OF PAD 4 Ll
p
O D o Dv p v D 1 E
JUNCTION BOX DIMENSION TABLE
A BOX TYPE
R ITEM TYPE 1 1 TYPE 2
K ALTERNATE A ALTERNATE B
A Box Outside length 22" 22' 33"
B Box Outside Width 17" 17" 22 1/2"
C Box Inside Length 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 De th 12" 12" 12"
H Lid & Frame Depth 5 16" 5/16" 5/16"
J Wall Thickness. Min. 1 1/2- 1 1/2" 1 1/2"
K Wire Reinforcement I W -3 I W -2.5 W -2.5
L
Legend See Detail I See Detail See Detail
ITEM MATERIALS
Box 6000 PSI concrete See Notes
Frame Diamond Plate Steel - A786
Lid Support 1 8°MWro. Thick Steel C, L or T - A36
Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate
Reinforcement ASTM A -82 Steel
* GALVANIZED STEEL
Z
,
PLAN VIEW
x
V
���
K
kA' �
ELEVATION VIEW
DEEP
8° GRAVEL PAD
COMPACTED
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/
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
I� '-
DIAM�'ETJMW 7/8"
.
LOAD LINE
1/4" FUSE 1/4 1 "
1/8'
® /8,.
CUTTING RINGS
FUSE KIT
3/8 °x2" LONG PIN HEX
1/2" DIA HOLES SECURITY SCREW SS (TYR)
AND COUNTERSINK
/a°
GALVANIZED STEEL
BAR i° WIDE
1/2° THICK
DRILL & THREAD
FOR 3/8° DIA BOLTS
HAND HOLE LOCKING DEVICE
TYPE I AND 11
MOUNTING
HEIGHT
15 FEET
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 RE(
8
4 -1�
O.D. 2" N.P.S.
SIIPFITTER
5' -9" RADIUS
1' -2"
SL
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS g" O.D.
BASE FLANGE ALLOY 356 —T6 WTH��— GROUND LUG
BOLT COVERS & S.S. SCREWS 1'-6"
�I
1--11-1/4"
-- 1 1 -1 /4" SQ,
11" TO 12" DIA.
BOLT CIRCLE
4" CONCRETE PAD 4 1/2" OF BOLT ABOVE MIN
FINISHED GRADE (4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH
NUTS AND WASHERS 4'
14"
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 f
OR ABOVE. NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY
OWNED
TRAFFIC
FLOW
PLAN VIEW
LETTER
PREFIXED
PUGET POWER
OWNED
T=3 3
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
DECAL NUMBERING SYSTEM
BY DATE
BY DATE
BY DATE o ozuTE
BY DATE ^
BY DATE
LIGHT
Q��T'- 33860
H
2'
ITEM MATERIALS
Box 6000 PSI concrete See Notes
Frame Diamond Plate Steel - A786
Lid Support 1 8°MWro. Thick Steel C, L or T - A36
Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate
Reinforcement ASTM A -82 Steel
* GALVANIZED STEEL
Z
,
PLAN VIEW
x
V
���
K
kA' �
ELEVATION VIEW
DEEP
8° GRAVEL PAD
COMPACTED
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/
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
I� '-
DIAM�'ETJMW 7/8"
.
LOAD LINE
1/4" FUSE 1/4 1 "
1/8'
® /8,.
CUTTING RINGS
FUSE KIT
3/8 °x2" LONG PIN HEX
1/2" DIA HOLES SECURITY SCREW SS (TYR)
AND COUNTERSINK
/a°
GALVANIZED STEEL
BAR i° WIDE
1/2° THICK
DRILL & THREAD
FOR 3/8° DIA BOLTS
HAND HOLE LOCKING DEVICE
TYPE I AND 11
MOUNTING
HEIGHT
15 FEET
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 RE(
8
4 -1�
O.D. 2" N.P.S.
SIIPFITTER
5' -9" RADIUS
1' -2"
SL
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS g" O.D.
BASE FLANGE ALLOY 356 —T6 WTH��— GROUND LUG
BOLT COVERS & S.S. SCREWS 1'-6"
�I
1--11-1/4"
-- 1 1 -1 /4" SQ,
11" TO 12" DIA.
BOLT CIRCLE
4" CONCRETE PAD 4 1/2" OF BOLT ABOVE MIN
FINISHED GRADE (4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH
NUTS AND WASHERS 4'
14"
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 f
OR ABOVE. NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY
OWNED
TRAFFIC
FLOW
PLAN VIEW
LETTER
PREFIXED
PUGET POWER
OWNED
T=3 3
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
DECAL NUMBERING SYSTEM
BY DATE
BY DATE
BY DATE o ozuTE
BY DATE ^
BY DATE
LIGHT
Q��T'- 33860
H
2'
* GALVANIZED STEEL
Z
,
PLAN VIEW
x
V
���
K
kA' �
ELEVATION VIEW
DEEP
8° GRAVEL PAD
COMPACTED
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/
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
I� '-
DIAM�'ETJMW 7/8"
.
LOAD LINE
1/4" FUSE 1/4 1 "
1/8'
® /8,.
CUTTING RINGS
FUSE KIT
3/8 °x2" LONG PIN HEX
1/2" DIA HOLES SECURITY SCREW SS (TYR)
AND COUNTERSINK
/a°
GALVANIZED STEEL
BAR i° WIDE
1/2° THICK
DRILL & THREAD
FOR 3/8° DIA BOLTS
HAND HOLE LOCKING DEVICE
TYPE I AND 11
MOUNTING
HEIGHT
15 FEET
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 RE(
8
4 -1�
O.D. 2" N.P.S.
SIIPFITTER
5' -9" RADIUS
1' -2"
SL
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS g" O.D.
BASE FLANGE ALLOY 356 —T6 WTH��— GROUND LUG
BOLT COVERS & S.S. SCREWS 1'-6"
�I
1--11-1/4"
-- 1 1 -1 /4" SQ,
11" TO 12" DIA.
BOLT CIRCLE
4" CONCRETE PAD 4 1/2" OF BOLT ABOVE MIN
FINISHED GRADE (4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH
NUTS AND WASHERS 4'
14"
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 f
OR ABOVE. NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY
OWNED
TRAFFIC
FLOW
PLAN VIEW
LETTER
PREFIXED
PUGET POWER
OWNED
T=3 3
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
DECAL NUMBERING SYSTEM
BY DATE
BY DATE
BY DATE o ozuTE
BY DATE ^
BY DATE
LIGHT
Q��T'- 33860
H
2'
PLAN VIEW
x
V
���
K
kA' �
ELEVATION VIEW
DEEP
8° GRAVEL PAD
COMPACTED
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/
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
I� '-
DIAM�'ETJMW 7/8"
.
LOAD LINE
1/4" FUSE 1/4 1 "
1/8'
® /8,.
CUTTING RINGS
FUSE KIT
3/8 °x2" LONG PIN HEX
1/2" DIA HOLES SECURITY SCREW SS (TYR)
AND COUNTERSINK
/a°
GALVANIZED STEEL
BAR i° WIDE
1/2° THICK
DRILL & THREAD
FOR 3/8° DIA BOLTS
HAND HOLE LOCKING DEVICE
TYPE I AND 11
MOUNTING
HEIGHT
15 FEET
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 RE(
8
4 -1�
O.D. 2" N.P.S.
SIIPFITTER
5' -9" RADIUS
1' -2"
SL
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS g" O.D.
BASE FLANGE ALLOY 356 —T6 WTH��— GROUND LUG
BOLT COVERS & S.S. SCREWS 1'-6"
�I
1--11-1/4"
-- 1 1 -1 /4" SQ,
11" TO 12" DIA.
BOLT CIRCLE
4" CONCRETE PAD 4 1/2" OF BOLT ABOVE MIN
FINISHED GRADE (4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH
NUTS AND WASHERS 4'
14"
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 f
OR ABOVE. NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY
OWNED
TRAFFIC
FLOW
PLAN VIEW
LETTER
PREFIXED
PUGET POWER
OWNED
T=3 3
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
DECAL NUMBERING SYSTEM
BY DATE
BY DATE
BY DATE o ozuTE
BY DATE ^
BY DATE
LIGHT
Q��T'- 33860
H
2'
Q��T'- 33860
H
2'
a
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1 Qw
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SCHEDULE
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a
20"
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2" PVC -
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rn
3899 B
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SCHEDULE
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NO.
a
20"
SCHEDULE
1Q
100 WATTS
2" PVC -
. -5
W in
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W
Q
Q
"
2 PVC -
4Q
R
- #8 GROUND
2
100 WATTS
3899 B
a
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2" PVC -
SCH. 40
1
- #8 GROUND
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2
- #8 T.H.W. CU.
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LOT 6
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AI I
STA 40 +70.00 =STA 02 +29.94
11 (
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3 II
_I
I
I STA 40 +25, 23'LT EXISTING p
STREET CONTACTOR CABINET, II
120/240 VOLT, TYP 3,
GROUNDED NEUTRAL SERVICE, i I�
CABINET #106 ®II i
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LOT 2
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it
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SCHEDULE
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STA 81 +14 - 25' LT
SCHEDULE
8
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a
0
z
0
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d
z
LOT 6
I
AI I
STA 40 +70.00 =STA 02 +29.94
11 (
I I
I
I 711f I
3 II
_I
I
I STA 40 +25, 23'LT EXISTING p
STREET CONTACTOR CABINET, II
120/240 VOLT, TYP 3,
GROUNDED NEUTRAL SERVICE, i I�
CABINET #106 ®II i
LOT 3
Q)
LOT 2
z
ON
goop
JI
Ilf
cif
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WIRING
SCHEDULE
I (
NO.
CONDUIT
STA 81 +14 - 25' LT
SCHEDULE
1Q
100 WATTS
� f
W2950 - L 1
ww— _
STATION EQUATION
STA 80 +02.5(NE 10TH ST)=
STA 38 +69.92 (CHELAN)
INSTALL STD MONUMENT
I
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I
I
i
III
it
ul
I II
GRAPHIC SCALE
xo o m xo ao ea Ir ,
N Y BOON \�\
1 C� 1305 9139 IN FEET)
I inch = 20 ft.'s
I I I
C l' j J' _ O
LOT 8
I
I
I
I
I
LOT
(
I
I
LOT 4
I JA _:
STA 80 +13, 25'LT
STREET LIGHT #1
17
- - .I. --- -_1 /
O
I � Iii I II I
I i 8 I
I
I
LOT 3
!I
q I
O :II
i
° o O W
s
T _ OT 2 = Q
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'LOT 1
f �•
III
I mII
5 STA 82 +74, 2, 'I
STREET LIGHT 42 jl
�IL d
-6 1 I
Nr 5v� 2c, ��'
- Z C -- - --- I
BW.. _ __ —..___ .._ —_ —_ —�
1 &"SDI wv
_0 8SD C4
- -_ - - -- 2 - -_
' N E 10th STREET � 82 +00 I 83 +00—
2 STA 83 +44.03 =STA 100 0
STA 81 +97.39 =STA 10 +00
LUMINAIRE SCHEDULE
POLE
CONDUIT &
WIRING
SCHEDULE
RUN
NO.
CONDUIT
STA 81 +14 - 25' LT
SCHEDULE
1Q
100 WATTS
2" PVC -
SCH. 80
3
- #2 SERVICE
Q
"
2 PVC -
SCH.80
1
- #8 GROUND
2
100 WATTS
3899 B
2
- e TH. W. cu.
3Q
2" PVC -
SCH. 40
1
- #8 GROUND
2
- #8 T.H.W. CU.
LUMINAIRE SCHEDULE
POLE
POLE LOCATION
MH
ARM LENGTH
LUMINAIRE
C.R.POLE ID
1
STA 81 +14 - 25' LT
25'
8'
100 WATTS
3897 B
NE 10TH ST
5
STA 82 +74 -25' LT
25'
8
100 WATTS
3899 B
NE 10TH ST
NO TES:
OINSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 100 WATT
HP SODIUM VAPOR /LUMINAIRE & LAMP — 25' MOUNTING HEIGHT
LUMINAIRE TO BE M250A2, MC TIT DISTRIBUTION FLAT LENS
W/ CUTOFF OPTICS.
OINSTALL ALT. 'B" JUNCTION BOX
OEXISTING STREET LIGHT CONTACTOR CABINET 106, 120/140 VOLT, TYPE III,
GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT BREAKERS. SEE DETAIL SHEET L -2
CONSTRUCTION NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARD SPECIRCA77ONS AND THESE PLANS
2 THE LOCATIONS OF FEATURES SHOWN ARE AFPROX/MAIE AND SHALL
BE VERIFIED IN THE RELO BY THE COWRAC�W AS NECESSARY.
J. INSTALL ALL STREET UGH77NG MATERIALS SH4Wy ON THE PLANS,
EXCEPT AS NOTED. ALL MATERIALS SHALL :X NEW AND OF 7HE BEST
AVA4ABLE GRADE OR QUALITY" EXCEPT AS LOTTED,
4. THE CONTRACTOR SHALL SUBMIT A REQUEST r0 THE CITY OF RENTON
FOR MATERIALS APPROVAL AT THE EARUESTPOSS/BLE DA 7E.
5. ALL WORK SHALL BE CONSISTANT WITH U77LI7Y AGENCY REQUIREMENIS
THE CONTRACTOR SHALL CONTACT ALL PERILNENT UTILITY AGENCIES
FORTY EIGHT (46) HOURS BEFORE COMMENCU WORK, AND SHALL
COORDINAIE 7HE WORK WITH THE U77LI77ES >RROUGHOUT THE PROJECT.
6. 7HE CONTRACTOR SHALL BE RESPONSIBLE F017 ANY DAMAGE 70
EXIS77NG U77LI77ES THE CONTRACTOR SHALLN077FY THE AFFECTED
UTILITY COMPANY AND ME CITY OF RENTONIMMETIA TEL Y UPON DAMAGE.
7 7HE CONTRACTOR SHALL N077FY THE CITY OFRENTON CONSTRUCTION
ENGINEERING DIVISION AT 277 -5570 FOR INSpEC77ON PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMENpNG WORK. NO WORK
SHALL BE COVERED UN77L IT HAS BEEN EXAMNED BY THE ENGINEER.
LEGEND
® CONTACTOR CABINET 10042
® JUNCTION BOX
ALUMINUM DAVIT STYLE LJGHT STANDARD
M CONCRETE PAD
RECOMMENDED
FOR APPROVAL
T=338603 BY %TES
BY �- a�- DATE 61-1
BY SATE
R. D
�4�'oF waSN �s BY DATE
AS—BUILT
o� �o BY DATE
DATE: �Sirogy3 A�
BENCHMARK SURVEYING LLC L I
aQ: -33g 3 (fD;7- .33-eGoI