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BEET LIGHT
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w. OVERHANGING STREET LIGHT
ON E SIDE OF MEADOW
PLACED BY CE
-7' FROM EOP TO EDGE OF POLE
GRAPIUC. SCALE
m 0 to w 40 so
( D1 Fzgr )
1 inch a 20 St
HMON
,v c o�tv,vv rvm , — rr
WATER TIGHT CAP AT END
STA 14+80 (23.5' RT)
LIGHTING NOTES:
STREET LIGHT STANDARD
°w
SEE DET. SHT 2 OF '2
t-
ont
=z"
1.
ono
STA 14+77 23.5' RT
�D ¢z
WOO
STREET LIGHT STANDARD
SERVICE CABINET
e
�L
SEE DET THIS SHT
_oN
•R &F TYP
2.
LUMINAIRES SHALL CONFORM TO CITY OF RENTON DETAILED SPECIFICATIONS,
WEST�rG1IOUSEBABBOLT -ONBREAKERS-
1 - 100/2 MAIN
GE MODEL NO.M -15OA2 OR EQUAL.
TYP
LOCATION
PSE
s - - - - - - - - - - - I .
T - - --
—EX dJP,TEB MEFEP
EXTEND 1 1/2" CONDUIT SCH 40
TO 2' BEYOND PVM 'T - PROVIDE
WATER TIGHT CAP AT END
ROLL'# 168 `
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
UNDERGROUND SERVICE (USA) vFD W, 0
gsF�
AVOID CUTTING UNDERGROUND 41 p:
UTILITY ONES. IVS COSTLY RECOMMENDED
FOR APPROVAL
Call 6 O :.F 2847
before you o Fss /OggS�EN�\��
Dig. BY f
EXPIRES 5 -13-01
sL,uw r»r vrn urLSS vc"m uo o�rtn
C`.r�. T- 2EPyledl
SC' YNEG OCT 4 200
LIGHTING NOTES:
CITY OF RENTOH PUBLIC WORKS
SERWCZ CABT FOR STRLLT LIGHTING CONTROL &TRAFFIC SIGNAL
COmPcxq wrSLTmDULE -
1.
BEFORE ORDERING THE FOLLOWING PRODUCTS, THE CONTRACTOR SHALL
SUBMIT THE MANUFACTURERS SPECIFICATION BULLETIN FOR CITY'S STAMP OF
EXIST PP
APPROVAL: STREET LIGHT STANDARD (POLE), LUMINAIRE, CONDUCTORS, SPLICE
(D ME ERBASE :IM,124P,a JAW. AW#121314,(WITHBYPASSBLOCKS)
(CONTRACTOR To VFS2IFY wrrm SERVTNG UTILITY)
HAS STREET LIGHT
KITS, FUSE KITS, CONDUITS, JUNCTION BOXES, CONTACTOR CABINETS.
O PANELBOARD 120240 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER BUS
2.
LUMINAIRES SHALL CONFORM TO CITY OF RENTON DETAILED SPECIFICATIONS,
WEST�rG1IOUSEBABBOLT -ONBREAKERS-
1 - 100/2 MAIN
GE MODEL NO.M -15OA2 OR EQUAL.
_ -202 ILLU1.9111LAXION r3E
- I - SIGNAL BRAN
LSPL
3.
ANY FACILITIES OR FIXTURES NOT DETAILED ON SHEET LIGHTING - 2 SHALL
15/1 -ITCH
1 - Isn crolvrRCL CKrsi(wrrcH -
8'9 "t FROM POLE EDGE TO LAMP
STILL CONFORM TO CITY OF RENTON SPECIFICATIONS.
O CONTACIORLIGETING RATED. 2 POLE. 12o VAC COIL. TE/GOULDffi=.EB32..
REQUIRED
4.
CONTRACTOR IS REQUIRED TO INSTALL POLE I.D. NUMBERS PER CITY DECAL
-
4O TEMAINAL BLOCK TO REMOTE PHOTO EL EL'*'"LC CELL -
13+00
NUMBERING SYSTEM AND AS DIRECTED BY THE TRAFFIC ENGINEER.
21'f MOUNTING HEIGHT, -18' TO CT,THEN -3' MORE
5.
EACH LIGHT POLE SHALL HAVE AN INDIVIDUAL 3' x 7' CONCRETE PAD WITH
O PHOTO- cEL LBYPASSSwTTCi-L SPST,15AMP,277VAC
POLE #(S): 319298, 166251
JUNCTION BOX AS DETAILED ON SHEET LIGHTING - 2. EACH JUNCTION BOX
O GROUND FAULT RECEPPACLB .L^.O VAC, DUPLEX, 20A
SHALL HAVE INDPADUAL 3' x 3' CONCRETE PAD AS ALSO DETAILED ON SHEET
LIGHTING - 2.
CABINET. NEMA 3R, PADMOU -Tr. #12 GA PREGALVADiZBD STEEL CONSTRUCT ION
I
I I
2 S(MEEN2D AND GASKET=) VENTS
DOORS: REAVY DUTY CONCEALED ,Ep.TGBS.(LIFI -OFF TYPE)
6.
PHOTOCELL SHALL BE INSTALLED ON LIGHT FIXTURE NO. 1 ONLY.
PADLOCCABLE STAINL ESS STEEL VAULT HANDLE & 3 POCVT LATCH
PcLxsr awxREGLAsswmDowINmsTERz>cm
7.
ALL FIXTURES INCLUDING POLES, JUNCTION BOXES, HANDHOLES AND CABINETS
CLOSED CELL KECPRMD3 G SKIET CARD HOLDMR
SHALL BE LOCATED BEHIND THE SIDEWALK EITHER IN THE RIGHT -OF -WAY OR
FLV1siPOLIMSrm POWDER COAT. ALUR$iUM OUTSIDE, WH —WSME
THE 10 FOOT UTILITY EASEMENT.
B.
THE LOCATION OF THE SERVICE POINT (POINT OF CONNECTION) TO PUGET POWER
>—
SHALL BE VERIFIED WITH THAT UTILITY.
(REMOTE)
L� :c
9.
?FIE CONTRACTOR SHALL NOTIFY ALL UTILITIES CONCERNING THEIR FACILITIES
LOCATED WITHIN THE PROJECT LIMITS 48 HOURS PRIOR TO EXCAVATING
47.1 A ,
AROUND OR UNDERGROUND CROSSING OF UTILITIES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES AND SHALL NOIFY
Lf
THE AFFECTED UTILITY AND THE CITY IMMEDIATELY UPON DAMAGE.
'
10.
AS -BUILT DRAWINGS SHALL BE REQUIRED UPON COMPLETION OF THE PROJECT.
Fc
0 :`� Lo .....
z•" �� wrrtnc SCHEM4T,C
SPECIAL
NOTES:
m
1.
CITY POWER (LIGHTING RUN) WILL NOT BE IN THE JOINT TRENCH WITH OTHER
z_
-_— OEAnntc ri
UTILITIES.
2.
LIGHTING RUNS WILL BE 2' DEEP, 2'f NORTH OF SOUTH EDGE OF SIDEWALK
LTL 71cTID PFA STAl II3ARD 9508 CITY OF RENTON
ON N. 32ND ST
sffi r SERVICE CABINET SERIES 47700 Rx
3.
LIGHTING POLES SHALL BE A MINIMUM OF 10' FROM LOT DRIVEWAYS 10'
- 9 -23 -91 M.E. BETS. (1:<,, 3 -1s9s)
RADIUS FROM POLE).
CABINET EQUIPMENT:
1.
PIN TUMBLER - TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR
CX -1 WITH 2 KEYS.
2.
12 GAUGE (MIN.) GALVANIZED SHEET STEEL.
3.
WELDED SEAM CONSTRUCTION.
4.
DOOR WITH CONCEALED HINGES (LEFT SIDE).
5.
INTERIOR - WHITE BAKED - ON ENAMEL.
6.
7.
EXTERIOR - GRAY - ETCH GALVANIZED SURFACE BEFORE PAINTING.
BOTTOM OPEN - 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES.
B.
4 %1" x 16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS.
9.
4 W TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES.
NOTES:
1.
PAD MOUNT DESIGN IS TYPICAL: CONTRACTOR SHALL UTILIZE
MANUFACTURER'S SPECIFICATIONS TO ASSURE PROPER FIT OF CABINET ON BASE
WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL SUBMIT FOR
APPROVAL A PROPOSED DESIGN WITH PLAN, ELEVATION AND ANY RELEVANT
SECTION VIEW.
2.
CABINET SHALL BE ATTACHED WITH AASHTO M 164 CHEMICALLY BONDED
ANCHORS TO EXISTING PAD "MOUNTS. ANCHOR INSTALLATIONS SHALL BE PER
MANUFACTURER'S RECOMMENDATIONS IN DRY CONDITIONS,
T4ft Adp4k74 01191
9
ROLL'# 168 `
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
UNDERGROUND SERVICE (USA) vFD W, 0
gsF�
AVOID CUTTING UNDERGROUND 41 p:
UTILITY ONES. IVS COSTLY RECOMMENDED
FOR APPROVAL
Call 6 O :.F 2847
before you o Fss /OggS�EN�\��
Dig. BY f
EXPIRES 5 -13-01
sL,uw r»r vrn urLSS vc"m uo o�rtn
C`.r�. T- 2EPyledl
SC' YNEG OCT 4 200
I
I
F
I
EXIST PP
HAS STREET LIGHT
ON N SIDE OF N 32ND
PLACED BY CE
ii
5'7 "t FROM EDP TO EDGE OF POLE
li
8'9 "t FROM POLE EDGE TO LAMP
it
22't LAMP HEIGHT
13+00
21'f MOUNTING HEIGHT, -18' TO CT,THEN -3' MORE
�i
POLE #(S): 319298, 166251
LIGHT #: 10
I
I I
MAY HAVE PHOTO CELL ON TOP OF LAMP'
ROLL'# 168 `
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
UNDERGROUND SERVICE (USA) vFD W, 0
gsF�
AVOID CUTTING UNDERGROUND 41 p:
UTILITY ONES. IVS COSTLY RECOMMENDED
FOR APPROVAL
Call 6 O :.F 2847
before you o Fss /OggS�EN�\��
Dig. BY f
EXPIRES 5 -13-01
sL,uw r»r vrn urLSS vc"m uo o�rtn
C`.r�. T- 2EPyledl
SC' YNEG OCT 4 200
V4/ F
N �
1 0�0
i o
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a
U
WIRING COLOR CODE
¢ N A. WHITE JACKET (NEUTRA_;
g B. BLACK JACKET (UNE)
£I C. GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
19
TEST
G SMTCH AT Q TERMINBLOCK z
zH
1n
W cd
W R°
U H�h
Q
N
j 100 A MAIN BREAKER (MIN.)
2 POLE 240 VOLT
Q
m
I C
BRANCH BREAKERS
120/240 VOLT I z
16 POLE
DIAMETER = 7/8"
EPDXY FILL
INUNE SPLICE
MOUNTING
HEIGHT
15 FEET
UTILITY
�\
EPDXY FILL
PLUG (GFI)
LOAD LINE
JUNCTION BOX
'VF28C
1/4" „FUSE 1/4"
.`
STREET LIGHTING
1/8' OO O
4" CONCRETE PAD
CONTACTORS
BRANCH
BRKR. AMPS
CONTACTOR
AMPS
:.;= \\ y
SERVICE
WYE SPLICE
-
CUTTING RINGS
0036
CIRCUIT WIRES TO LIGHTING RUNS
PHOTO -CELL TO GROUND
J MOUNTED ON ROD
NEAREST
LUMINAIRE
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120-AW VOLT
N.T.S.
DWG, NAME: JR -10 SP PAGE: J011
SIZE AS REQUIRED
0.188 WALL BRACKET 8
ALUM. ALLOY 6063 -T6
O.D..
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
1/2" BNC LOCKBOLT
GR. 18 -8 S.S.
FLUSH JG;NT T7 1 -2"
4 -1/2" O.D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH
18' -3"
SHAFT
FUSE KIT
N.T.S.
SPLICE KIT
N.T.S.
DWG. NAME: JR -12 SP PAGE: J013
LEFT
BLANK
INTENTIONALLY
2-
�\
POLE LOCATION
TYPICAL DESIGN 'B'
ARM LGTH.
JUNCTION BOX
'VF28C
SPLICE KITS CLEAR EPDXY
THRU
25'
SPLICE KITS ON ALL
WIRE RUNS
150 WATTS
4" CONCRETE PAD
3'
BRANCH
BRKR. AMPS
CONTACTOR
AMPS
:.;= \\ y
SERVICE
100
-
#8 BARE COPPER
0036
GROUND WIRE
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR ABOVE.
NUMBERING EXAMPLES
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED
JLF 1 -3/4" TO 2"
IF
" TO 2 -7/8"
PLAN VIEW 2 -1/2' t4TO 3"
DECAL:
REFLECTORIZED GOTHIC GOLD
OR WHITE LEGEND ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
N.T.S.
DWG. NAME: JR -09A SP PAGE: J009
FUSE KITS QUICK DISCONNECT
10 AMP IN LINE FUSE KITS TO LUMINAIRE
S.E.C. OR EQUAL -�
"LUG 1/4" MINIMUM
DRAIN HOLE
2" TOP OF CONCRETE
UND FOUNDATION TO
BE LEVEL WITH
rFh TOP OF SIDEWALK
II II OR CURB.
II II
GROUND II II
CLAMP II II 4
'ONDUIT II I II
:M
w 2 - LIGHTING SYSTEM
U
WIRES TO CONTACTOR
151 HANDHOLE. 4 "x6" OPENING
(SIZED AS REQ'D.) CONCRETE
W /COVER AND S.S. SCREWS 8" O.D.
FOUNDATION
SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
AFAM
�v
'1(7
z
aJ
I 1
PLAN VIEW
INDIVIDUAL JUNCTION B0X
NOTE:
CLASS 'B' CONCRETE TO BE USED
IN CONSTRUCTION OF PAD
CONCRETE PAD DETAILS
N.T.S.
DWG. NAME: JR -07 SP PAGE: J008
LUMINAIRE SCHEDULE
�\
POLE LOCATION
HEIGHT
ARM LGTH.
LUMINAIRE
'VF28C
N4 32ND STRT
25'
10'
150 WATTS
SERVICE &
CIRCUIT NO.
3'
BRANCH
BRKR. AMPS
CONTACTOR
AMPS
STREET LIGHT
DECAL NO.
SERVICE
100
-
-
0036
>
STREET LIGHT POLE
JUNCTION 80X
PLAN VIEW
SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
AFAM
�v
'1(7
z
aJ
I 1
PLAN VIEW
INDIVIDUAL JUNCTION B0X
NOTE:
CLASS 'B' CONCRETE TO BE USED
IN CONSTRUCTION OF PAD
CONCRETE PAD DETAILS
N.T.S.
DWG. NAME: JR -07 SP PAGE: J008
LUMINAIRE SCHEDULE
POLE I.D. #
POLE LOCATION
HEIGHT
ARM LGTH.
LUMINAIRE
'VF28C
N4 32ND STRT
25'
10'
150 WATTS
SERVICE &
CIRCUIT NO.
MAIN BP,KR.
AMPS
BRANCH
BRKR. AMPS
CONTACTOR
AMPS
STREET LIGHT
DECAL NO.
ROLL # 168' wf
I
m
4" CONCRETE PAD n FINISHED GRADE
BASE FLANGE ALLOY 356 -T6 WITH
BOLT COVERS & S.S. SCREWS
11" TO 12" DIA.
BOLT CIRCLE
GROUND LUG
I
1 -11 -1/4 SQ.
/-4 1/2" OF BOLT ABOVE
3' SQ. OR DIA.
5/8 "x8' COPPER CLAD
GROUND ROD
TYPICAL LIGHTING UNDERGROUND SYSTEM
AI T C
SERVICE CABINET
BREAKER /CONTACTOR SCHEDULE
(4) i" BNC GALV. STEEL
ANCHOR BOLTS WITH AVOID CUTTING UNDERGROUND
O
4, UTILITY LINES. ITS COSTLY
SERVICE &
CIRCUIT NO.
MAIN BP,KR.
AMPS
BRANCH
BRKR. AMPS
CONTACTOR
AMPS
STREET LIGHT
DECAL NO.
SERVICE
100
-
-
0036
>
before you
STANDARD 25 FOOT DAVIT POLE PN1D W Cq
Dig.
ROLL # 168' wf
I
4" CONCRETE PAD n FINISHED GRADE
(4) i" BNC GALV. STEEL
ANCHOR BOLTS WITH AVOID CUTTING UNDERGROUND
O
4, UTILITY LINES. ITS COSTLY
zo
NUTS AND WASHERS a �^1
°aa DWG. NAME: JR -06 SP PAGE: J007 r
>
before you
STANDARD 25 FOOT DAVIT POLE PN1D W Cq
Dig.
N.T.S. NOTE:
DWG. NAME: JR -01 SP PAGE: J002 RECOMMENDED
I -
EXISTING UTILITY LOCATIONS 'S R HEREON ARE APPROXIMATE ONLY. FOR APPROVAL _
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 2847
REPRESENTATION
ALL DETAILS SHOWN ON THIS PLAN ARE FROM THE CITY OF RENTON'S GROUND °TITIONS'PR'DR TO AT ALLGNG ING UnUT1ES ND BY `` °� �: �,51E;E:
�SSYONA
EUTIU
L••E�G`�
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR 6'. 81�
NOT SHOWN OR BEFORE NOT .' 1 IN THEIR PROPER LocATION.
CALL BEFORE YOU DIG: T- 800 - 424 -5555. BY
STANDARD DETAILS AND HAVE NOT BEEN CHANGED BY THE DESIGN ENGINEER
Z6
Z
UNDERGROUND SERVICE (USA) EXPIRES 5 -13 -01
,. sruw ror vwn uMtss 9aEn ,uo o
7- 2K}'j%oZ SC'3NEGOCT 42wC �r
ROLL # 168' wf
° o LIGHTING NOTES:
N
o Z
(j o C= OF I ENT'®N PUBLIC WORIC.S
W a o W 5 Su VICrCABZrr 11Srxx Y-MUTINOCONTRoL&TRA CSmGNw 1. BEFORE ORDERING THE FOLLOWING PRODUCTS, THE CONTRACTOR SHALL
o "
COMPONENT Scl- iPDCn.E SUBMIT THE MANUFACTURERS SPECIFICATION BULLETIN FOR CITY'S STAMP OF
MBrBZBASE:IOOAMP -s sAw,Awr12131a, APPROVAL: STREET LIGHT STANDARD (_POLE). LUMINAIRE, CONDUCTORS, SPLICE
(CONTRACTOR TO VERIFY W . A SERVING L(Wr TI'17 ' S BLOCxs) KITS, FUSE KITS, CONDUITS, JUNCTION BOXES, CONTACTOR CABINETS.
I ♦� PANELBOARD: 120240 VAC, 100 AMP, I PHASE- 3 WIRE, COPPER BUS 2. LUMINAIRES SHALL CONFORM TO CITY OF RENTON DETAILED SPECIFICATIONS,
�
VIES INCHOUSEBABBOLT- ONBRFA : GE MODEL NO.M -15OA2 OR EQUAL.
I - 10az MAUI
- 20/2 BZ.UbIINATION BRANCH 3. ANY FACILITIES OR FIXTURES NOT DETAILED ON SHEET LIGHTING - 2 SHALL
EXIST PP - 3 -sw1 SIGNAL BRANCH
W. OVERHANGING STREET LIGHT I - 1511 CONTROL. CSCrBRANCH STILL CONFORM TO CITY OF RENTON SPECIFICATIONS.
LW ON E SIDE OF MEADOW O COFACTOR: LIGHTING RATED ,2POLE,120 VAC COIL, TE /GOULD#=2 Ea320AA 4. CONTRACTOR IS REQUIRED TO INSTALL POLE I.D. NUMBERS PER CITY DECAL
O PLACED BY CE - QUnu� NUMBERING SYSTEM AND AS DIRECTED BY THE TRAFFIC ENGINEER.
Z I -1' FROM EOP TO EDGE OF POLE Q TERx wAL BLOCK To PtrmoTE PHOTO EI.ECr1uc CELL -
A 5. EACH LIGHT POLE SHALL HAVE AN INDIVIDUAL 3' x 7' CONCRETE PAD WITH
r €[ Q PHoro- cm.LBYPAss swrra� srsT, is AMP, z7-7 vwc JUNCTION BOX AS DETAILED ON SHEET LIGHTING - 2. EACH JUNCTION BOX
® O6 GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX 20 A SHALL HAVE INDIVIDUAL 3' x 3' CONCRETE PAD AS ALSO DETAILED ON SHEET
LIGHTING - 2.
CAB24ET: NEMA 3R. PADMOUNT, #12 GA PREGALVANTLED STEEL CONSTRUCTION
2SC7=*= AND GA«DVENM 6. PHOTOCELL SHALL BE INSTALLED ON LIGHT FIXTURE NO. 1 ON .Y.
DOORS: HEAVY DUTY CXONC Z 1T= HINGFS (LIFT�4'F TYPE)
a G4 PALO(XAHLESr SSWnSOWWINVA�RIDOOR POLrTLArcx 7. ALL FIXTURES INCLUDING POLES, JUNCTION BOXES, HANDHOLES AND CABINETS
AI 1s oo GRAPHIC SCALE ���NE�c•«. CARDHOLDER
Z SHALL BE LOCATED BEHIND THE SIDEWALK EITHER IN THE RIGHT -OF -WAY OR
FL`II58:POLYESTERPOWDPRCOAT. ALLIMIIiL)MOLTrSIDE, WHTi- c.LYSIDE THE 10 FOOT UTILITY EASEMENT.
Z.i Z m o o zo a m 8. THE LOCATION OF THE SERVICE POINT (POINT OF CONNECTION) TO PUGET POWER
E- SHALL BE VERIFIED WITH THAT UTILITY.
IN T'lSET) � i 1 inch = 20 tt .� 9. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES CONCERNING THEIR FACILITIES
LOCATED WITHIN THE PROJECT LIMITS 48 HOURS PRIOR TO EXCAVATING
AROUND OR UNDERGROUND CROSSING OF UTILITIES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES AND SHALL NOTIFY
HJ?70lI e - "°" "r`" THE AFFECTED UTILITY AND THE CITY IMMEDIATELY UPON DAMAGE.
10. AS -BUILT DRAWINGS SHALL BE REQUIRED UPON COMPLETION OF THE PROJECT.
EXIST PP 11 EXTEND 1 1 2" CONDUIT SCH 40 NO STREET LIGHT TO 2 BEYOND PVM'T - PROVIDE SPECIAL NOTES:
WATER TIGHT CAP AT END 6_�zr _ -}- -I z. wiai is scHeMan�
N
1. CITY POWER (LIGHTING RUN) WILL NOT BE IN THE JOINT TRENCH WITH OTHER,
N i z oewc"ao rT UTILITIES.
I �- a � I I I
' o o 2. LIGHTING RUNS WILL BE 2' DEEP, 2'f NORTH OF SOUTH EDGE OF SIDEWALK
`o "Z- Q ` ON N. 32ND ST,
UL T TOTED PER STANDARA #508 CITY OF RENTON.
.a.e bA s� era. SERVICE CABINET SERMS 47700 -F-.' 3. LIGHTING POLES SHALL BE A MINIMUM OF 10' FROM' LOT DRIVEWAYS (10'
°o z ° Z h STA 14 +80 23.5' RT
W o a r n STREET LIGHT STANDARD o 9 -23 -91 M £:BI"Tr (Re ced3 -1699) RADIUS FROM POLE).
' o rn v l SEE DET. SHT 2 OF 2 0
z
e
=z� CABINET EQUIPMENT:
W �
00 �QZ
h.G.j 1. PIN TUMBLER - TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR
U �,o STA 14 +80 19.5' RT) STA 14 +77 (23.5' RT) �C?� PSE TRANSFORMER VAULT CX -1 WI1N 2 KEYS.
2 TYPE 1 J -BOX STREET LIGHT STANDARD' Nw °� APPROXIMATE LOCATION 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL.
�LW _ SERVICE CABINET �aW COORD.,WITH PSE 3. WELDED SEAM CONSTRUCTION.
I SEE DET THIS SHT ^o1 4. DOOR WITH CONCEALED HINGES (LEFT SIDE).
!R &F TYP 5. INTERIOR - WHITE BAKED ON ENAMEL.
a SSS TYP 6. EXTERIOR - GRAY - ETCH GALVANIZED' SURFACE BEFORE PAINTING.
' 7. BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES.
z 7 t = W 9. 4 "' TRIANGULAR SHED ANCHOR BOLTS NUTS AND WASHERS.
�$ O m L
8. 4 x 16 GALVANIZED
SHAPED CORNER LOCK-DOWN PLATES.
NOTES:
1. PAD MOUNT DESIGN IS TYPICAL: CONTRACTOR SHALL UTILIZE
_ _ o r - -- -- MANUFACTURER'S SPECIFICATIONS TO ASSURE PROPER FIT OF CABINET ON BASE
o WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL SUBMIT FOR
' R ��° L. N VIEW. PROPOSED DESIGN WITH PL ELEVATION AND ANY RELEVANT
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EXIST PP 1 L�J - - - - - -- 2. CABINET SHALL BE ATTACHED WITH AASHTO M 164 CHEMICALLY BONDED
NO STREET LIGHT e -
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DE OF N 32ND I ANCHORS TO EXISTING PAD MOUNTS. ANCHOR INSTALLATIONS SHALL BE PER
ON N S
MANUFACTURER'S RECOMMENDATIONS IN DRY CONDITIONS.
PLACED BY CE
17'f FROM EDGES j
EASEMENT POLE ON GRAVEL DRIVE
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TO 2' BEYOND PVM'T - PROVIDE
WATER TIGHT CAP AT END
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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 -
EXIST PP GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
Z REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
_O �:_:i HAS STREET LIGHT O I` HEREON. THE ENGINEER ASSUMES NO RESPONSIBWTY FOR UTIUTIES
rn - { ON N SIDE OF N 32ND (� S 1 NOT SHOWN OR UTIURES NOT SHOWN IN THEIR PROPER LOCATON.
PLACED BY CE P�� Zq� , / CALL BEFORE YOU DIG: 1-800-424-5555 ( 4 C5
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5'7 "t FROM EOP TO EDGE OF POLE UNDERGROUND SERVICE (USA)
8'9 "t FROM POLE EDGE TO LAMP ��.JOHy OPgfDWA�yq;Fi
22't LAMP HEIGHT �p� ewnS Oy AVOID CUTTING UNDERGROUND
21't MOUNTING HEIGHT, -18' TO CT,THEN -3' MORE o unun uNES Irs cosTLr RECOMMENDED
13-+00 - Call FOR APPROVAL �3*
POLE #(S): 319298„ 166251
LIGHT #: 10 �0� •ro,srE ��Jem BY �'" *. C/ S 84 ..;t� 4
MAY HAVE PHOTO CELL ON TOP OF LAMP °Na1LAxDy before you o �SONAi E��k
EXPIRES g 21'O�j Dig. BY
EXPIRES 5/ -13 -01
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o N A. WHITE JACKET (NEUTRAL)
a0 m £ : w B. BLACK JACKET (LINE) 100 A MAIN BREAKER (MIN.)
c a o C. GREEN JACKET (GROUND) 2 POLE 240 VOLT
D. RED JACKET (LOAD) I /_
f E. GREEN OR BARE WIRE (GROUND) Tn rR
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR ABOVE.
NUMBERING EXAMPLES
I 7'
/
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4" CONCRETE PAD FINISHED GRADE.
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BRANCH BREAKERS
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STANDARD 25 FOOT DAVIT POLE
F.-
120/240 VOLT
OVAL LAND'J
AS IS (�-�" D
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N.T.S.
EPDXY FILL
NOTE:
PIRES 9-21 03
LETTER LETTER
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DWG'. NAME: JR -01 SP PAGE: J002
ECOMMENDED
TEST
16 POLE
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-
OR APPROVAL
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ALL DETAILS SHOWN ON THIS PLAN ARE FROM THE CITY OF RENTON S
CTYFIXED PUGETE POWER
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STANDARD DETAILS AND HAVE NOT :BEEN!, CHANGED BY THE DESIGN ENGINEER
A
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SWITCH
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A
B
DIAMETER = 7/8"
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EXPIRES 5 -13-01
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OWNED OWNED
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SCANNED FEB 15 2002 A n T- �41,� �'� C
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B
CURB
STREET LIGHT POLE
JUNCTION BOX
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A
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INLINE SPLICE
PLAN VIEW
TERMINAL
BLOCK
B
1 -3/4"
TO 2"
B
B
4 -7/8 "
MOUNTING
HEIGHT
5 FEET
UL
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B B B
UTILITY
PLUG (GFI)
LOAD LINE
1/4.. FUSE 1/4..
EPDXY FILL
2..
PLAN VIEW 2
TO
-1/2°
HT. 2 -7/8.,
3"
-� 1
4" DEEP
A
A
A
STREET LIGHTING
1/8" QO
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B
CONTACTORS
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B B B B
WYE SPLICE
III III
D
CUTTING RINGS
1 1IIIII
III 4�--
A
CIRCUIT WIRES TO LIGHTING RUNS
DECAL:
REFLECTORIZED GOTHIC GOLD
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PHOTO -CELL
TO GROUND
OR WHITE LEGEND ON BLACK
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MOUNTED ON
ROD
FUSE KIT
SPLICE KIT
BACKGROUND
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NEAREST
LUMINAIRE
N.T.S.
N.T.S.
I
SIDE VIEW
STREET LIGHTING CONTACTOR
CABINET
STREET LIGHT STANDARD
N
WIRING SCHEMATIC
DECAL NUMBERING SYSTEM
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N.T.S.
LIGHTING STANDARD & JUNCTION BOX'
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TYPE III SERVICE 120,1240'
VOLT
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SIZE AS REQUIRED
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0.188 WALL BRACKET
2.
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ALUM. ALLOY 6063 -T6
O.D. 2" N.P.S.
O.D.
FUSE KITS QUICK DISCONNECT
1'
SLIPFITTER
10 AMP IN LINE FUSE KITS
S.E.C. OR EQUAL
TO LUMINAIRE
is'
0
1/2" BNC LOCKBOLT
-s° RAs
PLAN VIEW
LEFT
GR. 18 -8 S.S.
_
JUNCTION BOX BOXN
'B'
BLANK
FLUSH JOINT
1 -2
GROUND LUG
DRAIN HOLE
INDIVIDUAL JUNCTION BOX
4-1/2
N_=
INTENTIONALLY
SPLICE KITS CLEAR EPDXY
2" MIN. GROUT
TOP OF CONCRETE
S ON ALL THRU
WIRE RUNS
UNDER POLE BASE
WIOIT O
NOTE:
o yg
BE LEVEL
CLASS 'B' CONCRETE TO BE USED
4" CONCRETE PAD
TOP OF SIDEWALK
OR CURB.
N CONSTRUCTION OF PAD
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063
-T6
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11
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II
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CONCRETE PAD DETAILS
SATIN GROUND FINISH
25'
-0"
� �
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N.T.S.
18._3„
#8 BARE COPPER
SHAFT
GROUND WIRE
II
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DWG. NAME: I JR -07 SP PAGE:: J008
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GROUND
II
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II
4'
LUMINAIRE SCHEDULE
POLE
I.D. # POLE
LOCATION
I HEIGHT ARM
_GTHLl
LUMINAIRE
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VONDUIT
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II II
II II
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14 +77 23' RT
25'
10'
150 WATTS
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2 - LIGHTING SYSTEM
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SYSTEM
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N. 32ND ST
WIRES TO CONTACTOR
0
151 HANDHOLE'. 4 "x6"
OPENING
(SIZED AS REO'D.)
CONCRETE
W /COVER AND.. S.S. SCREWS
8" O.D.
FOUNDATION
}
/1
3' SQ. OR DIA.
SERVICE CABINET
m
BASE FLANGE ALLOY 356 -T6 WITH
GROUND. LUG
5 8 "x8' COPPER CLAD
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BREAKER /CONTACTOR SCHEDULE
BOLT COVERS & S.S. SCREWS
GROUND ROD
SERVICE
CIRCUIT
& MAIN
NO.
BRKR.
AMPS
BRANCH CONTACTOR
BRKR. AMPS AMPS
STREET LIGHT
DECAL NO.
11" TO 12" DIA.
�11 -1/4 SQ.
TYPICAL LIGHTING UNDERGROUND SYSTEM
SERVICE
100
-
-
0036
BOLT CIRCLE
4 1/2" OF BOLT ABOVE
NTS
4" CONCRETE PAD FINISHED GRADE.
'
(4) 1° BNC GALV. STEEL ^,"
ANCHOR BOLTS WITH
E A O
UVOIDYCUT�NGIYSUNDERGROUND
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4'
NUTS AND WASHERS �_ ___j
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DWG. NAME: JR -06
SP PAGE :. J007
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Call
befor you
STANDARD 25 FOOT DAVIT POLE
OVAL LAND'J
AS IS (�-�" D
Pv \D W. CA
N.T.S.
NOTE:
PIRES 9-21 03
J
O�bF wa�J sFi
DWG'. NAME: JR -01 SP PAGE: J002
ECOMMENDED
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-
OR APPROVAL
�C
_
O q 2$477 p • I
ALL DETAILS SHOWN ON THIS PLAN ARE FROM THE CITY OF RENTON S
GROUND..UTIIJTIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
BY C:e
— -
B LJ/
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�,«
'n�••fC /, STCR :'
•
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STANDARD DETAILS AND HAVE NOT :BEEN!, CHANGED BY THE DESIGN ENGINEER
NOT SHOWN 'OR UTILITIES NOT: SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU. DIG: 1- 800 -424 -5555
BY
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uNOERCRaurlo SERVICE (usA)
sr.un
EXPIRES 5 -13-01
wr vwu uss uo o.rtn
SCANNED FEB 15 2002 A n T- �41,� �'� C
i° = J'7 S�a� SC" ME L. OCT, 4 Zuu7
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