HomeMy WebLinkAboutzT-3663SetM
M
EX SSMH _
RIM EL = 390.58
INV EL = 380.48'
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PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM
II`
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`- _- ______ _ --- ____ /_ /__________ _________ ______ ___ _
UEN AVE NE
2 +00 3 +00 �7
- — — ` WCR 19,1C,1D
SEE DETAIL -
SHEET C6 -13
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EX SSMH _ _tt 30'
RIM EL = 387.02'
INV EL = 374.42' _19
I- - - - - - - - - -- -7
I I
I I
I I
I I
LOT 1
5,013. s.E I
I I
L J
I \
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LOT 2
1 4,666. s.f. \
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9
LEGEND
ALUMINUM DAVIT STYLE LIGHT STANDARD
® CONCRE7E PAD
JUIVC77ON BOX
NOTES.
O1. INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 100 WATT
HP SODIUM VAPOR /LUMINAIRE & LAMP - 30' MOUN77NG HEIGHT
LUMINAIRE TO BE M25OA2, MC III DISTRIBUTION FLAT LENS
W/ CUTOFF OP77CS.
OINSTALL ALT. 'B" JUNCTION BOX.
OINSTALL CONCRETE PAD
1 II I
jHE
COVERED CAR
\
1
\
PORT
STA 3 +18, 23'RT
STREET LIGHI #1 I I
L-
N
M
N
S00'20'01 "E+ 657.47'(CALC) _ s +o� _ 5+60.72
_ ___
- _ N
.;I
15' SANITARY SEWER STA 4 +90, 3'RT
ACCESS EASEMENT EX. STREET IGHT
� I
LUA 07- 140 —SHPL
GRAPHIC SCALE
20 0 t0 20 Q w
IN FEET )
1 inch = 20 It
4 +00
o
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
LOT 5
LOT 4 1 1 5,774. s f. LOT 6
1 5,770. s.f. I 1 6,933. s.f.
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I 1
I I I I I I
2 +00
_ _ _ _ _ _ _ _ _ _ _,— _ — _ _
N00'12'14"'w f I 303.85'
15' TR[E RESERVATII
EASEMI
18
LUMINAIRE SCHEDULE
5'
0' SANITARY EASEMENT
CONTRACTOR CABINET ID# 0042.
POLE I.D.#
POLE LOCA77ON
MH
ARM LENGTH
LUMINAIRE
C.R. POLE ID #
1
STA 3 +18, 23' RT
25'
8'
150
QUEEN AVE NE
CONDUIT & WIRING SCHEDULE
RUN NO.
CONDUIT
SCHEDULE
1
2" PVC — SCH. 40
1 — #8 GROUND
2 — #8 T.H.W. CU.
12' ALL SURFACE
J CCESS ROAD
I0)
I �
00
OD
U)
10' SANITARY EASEMENT
ONE LANE PLAT
+03.84
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555
T- 366301
RECOMMENDED
FOR APPROVAL
BY DATE
B DATE
BY DATE
BY DATE
BY DATE
i - 3663 v!
co Co
3 N
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W
jKJ sg
J a I
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F-
0
X
W
a N
i
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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 ON ALL THRU
WIRE RUNS 2' MIN. GROUT
UNDER POLE BASE
PAD CONCRETE
#8 BARE
COPPER
GROUND WIRE
2- (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTRAC-
5/8'x8'
COPPER -CLAD
GROUND ROD-
DQ
e °d o
or
O D
D°
STREET LIGHT
- GROUND
CLAMP
CONCRETE
FOUNDATION
TO LUMINAIRE
4'
3' SQ, OR DIA.
TYPICAL LIGHTING
UNDERGROUND SYSTEM
Ov O Ov
D 0 OO
4 Ad
1, t' D
a % O D
� o
0
ITEM
BOX TYPE
•
TYPE 2
AL3ERNAlE A
D
Notes
Outside length
...
o o D
d D o
O
4' DEEP
pva
17"
Oa O
DOe nvD
pe
18"
pe O
p
° DD
° vo
o
A
O
Inside Width
v0
pe e
14"
Dp a
v
dF,
II ■ii
j,
18"
5/8'x8'
COPPER -CLAD
GROUND ROD-
DQ
e °d o
or
O D
D°
STREET LIGHT
- GROUND
CLAMP
CONCRETE
FOUNDATION
TO LUMINAIRE
4'
3' SQ, OR DIA.
TYPICAL LIGHTING
UNDERGROUND SYSTEM
Ov O Ov
D 0 OO
4 Ad
1, t' D
a % O D
� o
0
JUNCTION BOX
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB,
ITEM
BOX TYPE
•
TYPE 2
AL3ERNAlE A
D
Notes
Outside length
...
o o D
d D o
O
4' DEEP
pva
17"
Oa O
DOe nvD
pe
18"
pe O
p
JUNCTION BOX
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB,
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTI ❑N BOX
pv a° u �p °OV v
c D v
D
A e ° D Oe d
D � D
NOTE CLASS 'B' CONCRETE
TO BE USED IN 4 ' o o e0
CONSTRUCTION OF PAD d
o °
O D° Dv o v D
JUNCTION BOX DIMENSION TABLE
M
ITEM
BOX TYPE
1'
TYPE 2
AL3ERNAlE A
D
Notes
Outside length
22"
o o D
d D o
O
4' DEEP
pva
17"
Oa O
DOe nvD
pe
18"
pe O
p
° DD
° vo
o
A
O
Inside Width
v0
pe e
14"
Dp a
v
dF,
e
18"
18"
0
26 1 2"
Width
peo
�v
o.
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTI ❑N BOX
pv a° u �p °OV v
c D v
D
A e ° D Oe d
D � D
NOTE CLASS 'B' CONCRETE
TO BE USED IN 4 ' o o e0
CONSTRUCTION OF PAD d
o °
O D° Dv o v D
JUNCTION BOX DIMENSION TABLE
M
ITEM
BOX TYPE
TYPE 1
TYPE 2
AL3ERNAlE A
ALTERNATE B
Notes
Outside length
22"
22"
33"
Support
Outside Width
17"
17"
22 1/2"
Diamond Plate Steel
Inside Len th
18"
19"
28"
Steel Wire or Tee
Inside Width
13"
14"
17"
dF,
Len th
k1forcement
18"
18"
26 1 2"
Width
13"
13"
17"
i
N
De th
12"
12"
12"
d Frame De th
5 16"
5 16"
5 16"
Thickness
Win.
1 1 2"
1 1 2"
1 1 2"
Reinforcement
W -3
W -2.5
W -2.5
end
See
Detail
See
Detail
ISee
Detail
•
•
•
ITEM
MATERIALS
N
Box
6000
PSI
concrete See
Notes
Frame
Diamond Plate Steel -
A786
Ud
Support
1 nk. Thick Sted C, L or L
- A36
Lid
Diamond Plate Steel
-
A786
Anchors
h
Steel Wire or Tee
Plate
Reinforcement
ASTM A -82 Steel
' GALVANIZED STEEL
1'
A
C
L I
E LL j
PLAN VIEW
V A, -K
ELEVATION MEW
N
6" GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
JUNCTION BOX DETAILS
LUA 07- 140 —SHPL
SIZE AS REQUIRED
2" N.P.S. SLIPFITTER
CONSTRUCTION NOTES
1. ALL WORK SHALL BE IN ACCORDANCE {NTH THE CITY OF REN70N
STANDARD SPECIFICA BONS AND THESE PLANS
2 THE LOCA77ONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL
BE VERIRED IN THE FIELD BY THE CON7RACTOR AS NECESSARY.
3 INSTALL ALL STREET LICH77NG MATERIALS SHOWN ON THE PLANS
EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST
AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
5 ALL WORK SHALL BE CON57STOT WITH U71UTY AGENCY REQUIREMENTS
THE C0N7RAC70R SHALL CONTACT ALL PER77NENF UTILITY AGENCIES
FORTY EIGHT (48) HOURS BEFORE COMMENCING Wt7RK, AND SHALL
COORDINATE THE WORK WITH THE U77UIIES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXIS77NG U77LI77ES THE CONTRACTOR SHALL N077FY ]H£ AFFECTED
U77LITY COMPANY AND THE CITY OF RLNTON IMMEDIATELY UPON DAMAGE
7 THE CONTRACTOR SHALL NOTIFY THE CITY OF R£NTON CONS7RUC7I0N
ENGINEERING DINSION AT 277 -5570 FOR INSPEC77ON PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK
SHALL BE COVERED UN77L IT HAS BEEN EXAMINED BY THE ENGINEER.
EPDXY FILL EPDXY FILL
INLINE SPLICE
WYE SPLICE
SPLICE KIT
1
0.188 WALL BRACKET
ALUM. ALLOY 6063 -T6
BRACKET MAZE
1/2" BNC LOCKBOLT
GR, 18 -8 SS.
2" BY 3/4" REDUCING WASHER
FLUSH JOINT
3/4" ROMEX CONNECTOR 4 -1/2" O.D.
SINGLE OR DOUBLE MAST WITH LOCKNUT
ARM AS REQUIRED 3/ °
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE TAPERED ALUM. POLE
BETWEEN LUMINARIES WHEN BOTH LUMINARIES 0188 WALL ALLOY 6063 -TG
ARE ON SAME CIRCUIT SATIN GROUND FINISH
MAST ARM WIRING DETAIL
151 HANDHOLE. 4 °x6' OPENING
W /COVER AND S.S. SCREWS
BASE FLANGE ALLOY 356 -T6 WITH
BOLT COVERS & S.S. SCREWS
4 -1 ,�2Y L
D.D. 2' N.P.S.
SLIPFITTER
SL
iROUND LU
I1 -1/4' SO.
11" TO 12' DIA.
BOLT CIRCLE
4" CONCRETE PAD 4 1/2' OF BOLT ABOVE
FINISHED GRADE
(4) 1' BNC GALV. Sfl
ANCHOR BOLTS WIT
NUTS AND WASHERS ;
STANDARD DAVIT POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 °F
OR ABOVE, NUMBERING EXAMPLES
ua m TYPE 'I' BOX
0 TYPE 'II' BOX
e x xS /t6, iIAN
HOOK DETAIL PLAN SYMBOLS
(2 Noolw per W)
Form - Letters with 1/8" Weld ` T z
-
Bead. Grind off Diamond r .�. x m
Pattern before forming
letters. ILLUMINATION SYSTEM LEGEND
T- 366302
I TRAFFIC
FLOW
PLAN VIEW
LETTER
PREFIXED
PUGET POWER
OWNED
DECAL
REFLECTORIZED
GOTHIC GOLD 27e-3°
OR WHITE LEGEND
ON BLACK
BACKGROUND
DECAL NUMBERING SYSTEM
RECOMMENDED
FOR APPROVAL
BY DATE
B DATE
BY DATE
BY DATE
BY DATE
FZYL]
N
_L_j
at
at
A
LETTER
�O
3^
SUFFIXED
2�
�a
CITY
OWNED
2j
W
h
�<
CURB
MOUNTING
dF,
Qg
�e
15EIFEET
sg
ua m TYPE 'I' BOX
0 TYPE 'II' BOX
e x xS /t6, iIAN
HOOK DETAIL PLAN SYMBOLS
(2 Noolw per W)
Form - Letters with 1/8" Weld ` T z
-
Bead. Grind off Diamond r .�. x m
Pattern before forming
letters. ILLUMINATION SYSTEM LEGEND
T- 366302
I TRAFFIC
FLOW
PLAN VIEW
LETTER
PREFIXED
PUGET POWER
OWNED
DECAL
REFLECTORIZED
GOTHIC GOLD 27e-3°
OR WHITE LEGEND
ON BLACK
BACKGROUND
DECAL NUMBERING SYSTEM
RECOMMENDED
FOR APPROVAL
BY DATE
B DATE
BY DATE
BY DATE
BY DATE
FZYL]
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0
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N S2�
II 7r�
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NNL 0
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EX S!
RIM E
INV E
O
O
M
EX SSMI
RIM EL
INV EL
PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN
I
23 N., RNG 5 E., WM
LEGEND
ALUMINUM DAVIT STYLE LIGHT STANDARD
o ® CONCREIE PAD
XNC7I0N BOX
NOTES.
Ol INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 100 WATT
HP SODIUM VAPOR /LUMINAIRE & LAMP — 30' MOUNTING HEIGHT
LUMINAIRE TO BE M25OA2, MC N DISTRIBUTION FLAT LENS
W/ CUTOFF OP77CS
OINSTALL ALT. B" JUNCTION BOX.
OINSTALL CONCRETE PAD
LUMINAIRE SCHEDULE
CONTRACTOR CABINET ID# 0042.
POLE LD.#
I POLE LOCA77ON
MH
ARM LENGTH
LUMINAIRE
C.R. POLE ID #
1
STA 3 +18, 23' RT
25'
8'
150
Luv!
QUEEN AVE NE
n>
cy y
�I+
Q
Q
CONDUIT & WIRING SCHEDULE
RUN NO.
CONDUIT
SCHEDULE
A
2" PVC — SCH. 40
1 — #8 GROUND
2 — #8 T.H. W. CU.
LUA 07- 140 -SHPL
4 lll�
GRAPHIC SCALE
za 0 10 20 w w
( IN FEET )
1 inch = 20 ft.
I
i
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N
M
N
657.47'(CALC) s +oo 5+60.72
N �
____ _____ Ag{N � ________ _____
SEWER STA 4 +90,
MENT EX. STREET f3'RT
IGHT
VCE •1✓
v
I1f
O
EASEMENT
LAT 0
"AS— BUILT" NOTE: -Wvvl"
"AS— BUILT" IS BASED ON AN ACTUAL FILED SURVEY PERFORMED BY TOUMA
ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE
CONTRACTOR. THE "AS— BUILT" INFORMATION ARE NOTED BY HAND ON THE
ORIGINAL MYLAR.
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL: AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: I- 800- 424 -5555
T- 366303
RECOMMENDED
FOR APPROVAL
DATE
DATE
DATE
DATE
DATE
A13.' �j =3lo�O 3c�3
0
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0
Z
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FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN 'B'
JUNCTION BOX
SPLICE KITS
CLEAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS
CONCRETE
-1111 =1111 -1111
f8 BARE
"COPPER
&ROUND WIRE--'
GROUND LUG
2' MIN. GROUT
UNDER POLE BASE
— GROUND
CLAMP
TO LUMINAIRE
1/4' MINIMUM
DRAIN HOLE
'III
(SIZED AS REQ'D)
LIGHTING SYSTEM
WES TO CONTRACI
5/8'X8'
COPPER -CLAD
GROUND ROD-
PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION
T 3' SQ, OR DIA.
TYPICAL LIGHTING
UNDERGROUND SYSTEM
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
III -1�I1=
i1= 1111 -1111
6
G 4 e 0 OpODe O o O 4 Do O O Ge. D 0 ° O e c I o O ° O v
OO e e v O O e o e
e
v o4 v ev
e °Q ° ° O D ° O 3'
4 0 v0
O
oe
v 0 0 c c
O eo o v ov o Oo 0
e o
STREET LIGHT POLE JUNCTION BOX �° oeo0eo
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTI ❑N BOX
Dv
u d
NOTE CLASS 'B' CONCRETE o D
TO BE USED IN a e o o eo
CONSTRUCTION OF PAD a °
e t,
O o 0 ov v v o
1'
JUNCTION BOX DIMENSION TABLE
n
R
K
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
Box Outside Width
17"
17"
22 1/2-
C
,
18"
19"
28"
D
Box Inside Width
13"
14"
17"
E
Lid Length
18"
18"
��II
■ii�l��
Lid Width
1 13"
— GROUND
CLAMP
TO LUMINAIRE
1/4' MINIMUM
DRAIN HOLE
'III
(SIZED AS REQ'D)
LIGHTING SYSTEM
WES TO CONTRACI
5/8'X8'
COPPER -CLAD
GROUND ROD-
PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION
T 3' SQ, OR DIA.
TYPICAL LIGHTING
UNDERGROUND SYSTEM
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
III -1�I1=
i1= 1111 -1111
6
G 4 e 0 OpODe O o O 4 Do O O Ge. D 0 ° O e c I o O ° O v
OO e e v O O e o e
e
v o4 v ev
e °Q ° ° O D ° O 3'
4 0 v0
O
oe
v 0 0 c c
O eo o v ov o Oo 0
e o
STREET LIGHT POLE JUNCTION BOX �° oeo0eo
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTI ❑N BOX
Dv
u d
NOTE CLASS 'B' CONCRETE o D
TO BE USED IN a e o o eo
CONSTRUCTION OF PAD a °
e t,
O o 0 ov v v o
1'
JUNCTION BOX DIMENSION TABLE
n
R
K
ITEM
BOX TYPE
TYPE 1
TYPE 2
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
1 13"
13"
17"
G
Box Depth
1 12"
12"
12"
H
Lid & Frame
Depth
5/16"
1 5/16"
5/16-
J
Wall Thickness
Min.
1
1/2-
1 1/2-
1 1 2"
K
Wire Reinforcement
W -3
I W -2.5
I W -2.5
L
Le end
See
Detail
See Detail
ee
Mal
s
GALVANIZED STEEL
1'
.I E Lin
PLAN VIEW
4' DEEP
■t
N
ELEVATION VIEW
6" GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
JUNCTION BOX DETAILS
CONSTRUCTION NOTES
1. ALL KVRK SHALL BE IN ACCORDANCE WIN THE CITY OF REN70N
STANDARD SPEanCA170JVS AND THESE PLANS
2 THE LOCATIONS OF FEATURES SNOW) ARE APPROXIMATE AND SHALL
BE WRIF1ED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
J INSTALL ALL STREET LIGHTING MATERIALS SHOW ON THE PLANS,
EXCEPT AS N070.. ALL MATERIALS SHALL BE NEW AND OF THE BEST
AVAILABLE GRADE OR OUAUTY, EXCEPT AS NOTED.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
FOR MATERIALS APPROVAL AT THE EARLIEST P0557BLE DATE.
5. ALL WORK SHALL BE COV57S7ENT WIN UTILITY AGENCY REQUIREMENTS
THE CONTRACTOR SHALL CONTACT ALL PERTINENT URUTY AGENCIES
FORTY L76HT (48) HOURS BEFORE COMMENCING NORK, AND SHALL
COORDINATE THE WJRK WTH THE U71LI77ES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING UTILITIES THE CONTRACTOR SHALL N077FY THE AFFECTED
UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTRUCTION
ENGINEERING OfRSION AT 277 -5570 FOR INSPECTION PURPOSES
TWENTY -FOUR (14) HOURS BEFORE COMMENCING NRK. NO KVK
SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY 7HE ENGNEER.
EPDXY FILL EPDXY FILL
INLINE SPLICE
WYE SPLICE
SPLICE KIT
1
2' N,P,S. SLIPFITTER
BRACKET CABLE
2' BY
3/4
0,188 WALL BRACKET
ALUM, ALLOY 6063 -T6
1/2' BNC LOCKBOLT
GR. 18 -8 S.S.
3/4' REDUCING WASHER
FLUSH JOINT
' ROMEX CONNECTOR 4 -1/2' O. D,
SINGLE OR DOUBLE MAST 3/ WITH LOCKNUT
ARM AS REQUIRED
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE RED ALUM. POLE
TAPE
BETWEEN LUMINARIES WHEN BOTH LUMINARIES TAPE WALL ALLOY 6063 -T6
ARE ON SAME CIRCUIT SATIN GROUND FINISH
LUA 07- 140 -SHPL
SIZE AS REQ----UIIRRED
,- 2°
I
-2' N.P.S.
SLIPFITTER
RRAAIDIUS
T
lil
MAST ARM WIRING DETAIL
ud M TYPE 'I' BOX
12 TYPE 'II' BOX
c x z3 /t8, 11nnq
HOOK DETAIL PLAN SYMBOLS
(2 Moot W DC)
151 HANDHOLE, 4'x6' OPENING
W /COVER AND S.S, SCREWS 8` OD
SL
BASE FLANGE ALLOY WITH i--rcu
�� VIVO LV
SCREWS
BOLT COVERS & S.S. SCREWS
X11 -1/4" SQ.
11' TO 12' DIA.
BOLT CIRCLE
4' CONCRETE PAD 4 1/2' OF BOLT ABOVE
FINISHED GRADE
(4) 1' BNC GALV. STEEL a -�
ANCHOR BOLTS WITH
NUTS AND WASHERS " F 4,'
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 °F
DR ABOVE. NUMBERING EXAMPLES
ITEM
q
MATERIALS
WI%
O
Box
6000
PSI
concrete See Notes
Frame
Diamond Plate Steel - A786
Lid
Su rt
1 81fin Thad Steil C, L or T. - A36
Lid
Diamond Plate Steel
- A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM
A -82 Steel
GALVANIZED STEEL
1'
.I E Lin
PLAN VIEW
4' DEEP
■t
N
ELEVATION VIEW
6" GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
JUNCTION BOX DETAILS
CONSTRUCTION NOTES
1. ALL KVRK SHALL BE IN ACCORDANCE WIN THE CITY OF REN70N
STANDARD SPEanCA170JVS AND THESE PLANS
2 THE LOCATIONS OF FEATURES SNOW) ARE APPROXIMATE AND SHALL
BE WRIF1ED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
J INSTALL ALL STREET LIGHTING MATERIALS SHOW ON THE PLANS,
EXCEPT AS N070.. ALL MATERIALS SHALL BE NEW AND OF THE BEST
AVAILABLE GRADE OR OUAUTY, EXCEPT AS NOTED.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
FOR MATERIALS APPROVAL AT THE EARLIEST P0557BLE DATE.
5. ALL WORK SHALL BE COV57S7ENT WIN UTILITY AGENCY REQUIREMENTS
THE CONTRACTOR SHALL CONTACT ALL PERTINENT URUTY AGENCIES
FORTY L76HT (48) HOURS BEFORE COMMENCING NORK, AND SHALL
COORDINATE THE WJRK WTH THE U71LI77ES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING UTILITIES THE CONTRACTOR SHALL N077FY THE AFFECTED
UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTRUCTION
ENGINEERING OfRSION AT 277 -5570 FOR INSPECTION PURPOSES
TWENTY -FOUR (14) HOURS BEFORE COMMENCING NRK. NO KVK
SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY 7HE ENGNEER.
EPDXY FILL EPDXY FILL
INLINE SPLICE
WYE SPLICE
SPLICE KIT
1
2' N,P,S. SLIPFITTER
BRACKET CABLE
2' BY
3/4
0,188 WALL BRACKET
ALUM, ALLOY 6063 -T6
1/2' BNC LOCKBOLT
GR. 18 -8 S.S.
3/4' REDUCING WASHER
FLUSH JOINT
' ROMEX CONNECTOR 4 -1/2' O. D,
SINGLE OR DOUBLE MAST 3/ WITH LOCKNUT
ARM AS REQUIRED
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE RED ALUM. POLE
TAPE
BETWEEN LUMINARIES WHEN BOTH LUMINARIES TAPE WALL ALLOY 6063 -T6
ARE ON SAME CIRCUIT SATIN GROUND FINISH
LUA 07- 140 -SHPL
SIZE AS REQ----UIIRRED
,- 2°
I
-2' N.P.S.
SLIPFITTER
RRAAIDIUS
T
lil
MAST ARM WIRING DETAIL
ud M TYPE 'I' BOX
12 TYPE 'II' BOX
c x z3 /t8, 11nnq
HOOK DETAIL PLAN SYMBOLS
(2 Moot W DC)
151 HANDHOLE, 4'x6' OPENING
W /COVER AND S.S, SCREWS 8` OD
SL
BASE FLANGE ALLOY WITH i--rcu
�� VIVO LV
SCREWS
BOLT COVERS & S.S. SCREWS
X11 -1/4" SQ.
11' TO 12' DIA.
BOLT CIRCLE
4' CONCRETE PAD 4 1/2' OF BOLT ABOVE
FINISHED GRADE
(4) 1' BNC GALV. STEEL a -�
ANCHOR BOLTS WITH
NUTS AND WASHERS " F 4,'
STANDARD DA VI T POLE
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 °F
DR ABOVE. NUMBERING EXAMPLES
a
L-j
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED o i
CURB
T=366304
MOUNTING d
Form - Letters with 1/8" Weld L T
Bead. Grind off Diamond r x m z
Pattern before forming
letters. ILLUMINATION SYSTEM LEGEND
- 45
a5 � �
TRAFFIC DECAL;
~POST ✓C-- RELECTORIZED 2, -2yz
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
PLAN VIEW BACKGROUND
DECAL NUMBERING SYSTEM
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
g<
� p
Cif z
C ~
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vCJ
L t
Cr l•-
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\+
2
W
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IL
Q
Q
:3
Z
g
a
a
L-j
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED o i
CURB
T=366304
MOUNTING d
Form - Letters with 1/8" Weld L T
Bead. Grind off Diamond r x m z
Pattern before forming
letters. ILLUMINATION SYSTEM LEGEND
- 45
a5 � �
TRAFFIC DECAL;
~POST ✓C-- RELECTORIZED 2, -2yz
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
PLAN VIEW BACKGROUND
DECAL NUMBERING SYSTEM
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
g<
� p
Cif z
C ~
_0
vCJ
L t
Cr l•-
Cn
o
0
I
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rn
q
jy
N
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.p
�z
no
h
N
� y
V
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w