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N 73,000
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# E -5 -416
EXISTING 1 -6" CONDUIT FROM
# SUA 1235 MEDIUM VOLTAGE POWER POLE
GAO m
OPIV INTERCEPT EXISTING 3"
G PVC AND REROUTE
CIRCUITING TO NEW /
POLE LOCATION
N' 73,000
C CB GF .- EXISTING C18 +50
` �8p 3" PVC'SCHEDULE 80 / JB
MH
\ rRW =
G B\
\ VALV �MH / EW CROGSING PKW 11 +30
— RIMH = 17.24�� PVC SCHEDULE 80, #8 AWG
COMM
2 - 4" CONDUIT r 5 \\ HH
1 - 2" CONDUIT PROPERTY LINE
LO i AS �p \ / G�\
i�DE— —�_ �_ - --- IRR
F POLE _ -E (3)- i \ 4 GV
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EXISTING 1 -6" CONDUIT FROM a 5 \ SDMH 4 RELOCATE POLE °o
o MEDIUM VOLTAGE POWER POLE a \ ® -N'tT`- - AND CIRCUITING O
- - - -- ------- e - - - - -- 5 - -- _ EXI TING/ 3 5�, 17 w
w � MH -- -1 - -- --
OTES:
R
A
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FOR SURVEY CONTROL
INFORMATION, REFER
TO DRAWING G5.
FOR GENERAL DRAWING
NOTES AND SYMBOLS,
REFER TO DRAWINGS
v
G4 AND G7.
°
PROVIDE CITY OF RENTO
LIGHTING STANDARDS,
SEE DETAIL SHEETS
Fill
6E(L)804 AND 6E(L)805.
'�
RELOCATE ONE EXISTING
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CITY OF RENTON LIGHT
�l�_I
STANDARD AND JUNCTION
W
BOX. REROUTE EXISTING
3" PVC CONDUIT TO
NEW POLE LOCATION.
1
INSTALL NEW GROUND
°
W
ROD & POLE GROUND-
I
R1`
ING AT RELOC:,TED
POLE 13.
A
PROVIDE 1 1/2" PVC,
2 NO. 8 AWG AND
$
1 NO. 8 BARE GROUND.
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FIELD ROUTE CONDUIT T
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AVOID INTERRUPTING
PAVEMENT TO REMAIN
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7 68 6 70 z O
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Day :i RECORD DRAWING INFORMATION COMPILED KEY PLAN
FROM CONTRACTOR'S RECORDS. LICENSEE SCALE: NONE
�i IS NOT RESPONSIBLE FOR ACCURACY OR "g
p iG�024 COMPLETENESS OF CONTRACTOR'S RECORDS.
AS-BU LT J
TONAL �1 Q ^------------ - - - - -, S. 1/2, SEC. 24,123r., R 4E., WX Nm
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Day :i RECORD DRAWING INFORMATION COMPILED KEY PLAN
FROM CONTRACTOR'S RECORDS. LICENSEE SCALE: NONE
�i IS NOT RESPONSIBLE FOR ACCURACY OR "g
p iG�024 COMPLETENESS OF CONTRACTOR'S RECORDS.
AS-BU LT J
TONAL �1 Q ^------------ - - - - -, S. 1/2, SEC. 24,123r., R 4E., WX Nm
e RECORD -DRAWING i N.1/2, SEC. 25, T. 23N., K f-, W.M. R
EXPIRES: 10/05/ p�
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53 nx R01
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN " 1 B"
JUNCTION BOX
GROUND LUG I 4" MINIMUM
SPLICE KITS DRAIN HOLE Pil CLEAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS 2" MIN. GROUT TOP OF CONCRETE
4" CONCRETE UNDER POLE BASE �BEUNEIOWITO
PAD / 0 PCURB SIDEWALK
5" a.,
-i1�1 = 1111 -1111
8 BARE
° >= 1111 - 1111 =111L=
IIII= illllllllll
I I II'_ -11
_
OFFSET
RT OR LT
III-
HEIGHT
AT LUM.
ROUND WIRE
LUMMINAREi
TYPE
II II
II II
CIRCUIT
NO.
GROUND
II II
1 1 +63
CLAMP
4
2- (SIZED AS REQ'D}
PVC CONDUIT
II II 1
LIGHTING SYSTEM
SYSTEM
#3
WIRES TO CONTACTOR
P
CITY CODE, AND PER 1996 N.E.C. AND ALL OTHER APPLICABLE
4.5 RT
CONCRETE
35' -0"
10-0"
FOUNDATION
250
5 /8"x8'
2# 8+
�-3' SQ. OR DIA.
COPPER -CLAD
10 +5
-
GROUND ROD
2152F
35' -0"
SECTION
TYPICAL LIGHTING UNDERGROUND SYSTEM
SCALE:NONE
TYPICAL
6E(L)6 6E L)804
�7
4' DEEP
°fin °a°
Dep ° n°
STREET LIGHT POLE JUNCTION BOX
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD
DETAIL CONCRETE PADS
SCALEAONE 6E(L)804 6E L)804
TYP. CONC. PAD
R/W LINE
- - - - -- - -- SIDEWALK
w CURB
I N
(LROADWAY
I �
CURB
SIDEWALK
mu R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
- TAPERED ALUM. POLE 2' MAX. 1
'T' WALL ALLOY 6063 -T6 OVERHANG
SATIN GROUND FINISH
- HANDHOLE 4 "x6" 'H'
OPENING W /COVER SL'
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
TRENCH
LOCATION
TYPICAL STREET CROSS SECTION
H 1 25' 30' 1 35' 1 40'
1 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219
DETAIL LIGHT BASE & JUNCTION BOX LOCATIONS
SCALE:NONE 6E(L)6 6E(L)804
7Ro -4/ -?313
RI:
RENTON LUMINAIRE PLAN SCHEDULE
PLAN
NO.
STA.
NO.
OFFSET
RT OR LT
I.D. DECAL
N0.
HEIGHT
AT LUM.
ARM
LENGTH
LUMMINAREi
TYPE
HIPS
WATTS
CIRCUIT
NO.
CONDUCTOR
QTY E
^"mm
1 1 +63
1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT
48.0 LT
215OF
35' -0"
10-0"
F7
250
#3
2# 8+
P
CITY CODE, AND PER 1996 N.E.C. AND ALL OTHER APPLICABLE
4.5 RT
2151 F
35' -0"
10-0"
F7
250
#3
2# 8+
1 1 +15
4
10 +5
m �
0.5 RT
2152F
35' -0"
10-O"
F1
250
#3
2# 8+
<
1
1 /
L
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
° 00
EXPIRES: 10/05/97
1
(LORI PITZER � Juy 16, 19 97 1
00
UTILITIES.
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+ DENOTES 1 #10 GREEN GROUND TO BE INCLUDED
LIGHTING FIXTURE SCHEDULE
F1 STREET LIGHTING LUMINAIRE WITH INTEGRAL BALLAST, 250 W- HIPS LAMP, IES TYPE III DISTRIBUTION
& WITH CUTOFF OPTICS ON 35FT POLE.
GE (LUMINAIRE MDCL25S3H 1 2FMC32 AND VALMONT POLE #1 1 -35010 1 2
BALLAST SHALL BE HPF REACTOR OR LAG TYPE-
0
7 -p" VARIABLE MIN
SIZE AS f~-1
REQUIRED 2" N.P.S.
SLIPFITTER Q 1'- 0
0.188 WALL BRACKET 8'I z 1 1'
ALUM. ALLOY 6063 -T6 4 -1/2" 4'T L�
O.D.: J.
1/2'" BNC LOCKBOLT S' -9" RADIUS - - - --
GR. 18 -8 S.S. !
FLUSH JOINT I f 1' -2" FRONT VIEW SIDE VIEW
4 -1/2" O.D. TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
TAPERED ALUM. POLE
0.219 WALL ALLOY 6063 -T6
SATIN GROUND FINISH 350" 4,41 3'-0"-----
_
28' -3 !' f
SHAFT
L - J
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
151 HANDHOLE 4 "x6° OPENING
W /COVER AND S.S. SCREWS - 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH ` GROUN LUG
BOLT COVERS & S.S. SCREWS
J 1.-- 11 -1/4' SQ.
11" TO 12" DIA.
BOLT CIRCLE 4 1 2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
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GENERAL NOTES
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1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT
�.
N T
"C"
J
CITY OF RENTON'S STREET LIGHTING GUIDELINES & STANDARDS, RENTON
23230:2
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�"
P
CITY CODE, AND PER 1996 N.E.C. AND ALL OTHER APPLICABLE
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1 1
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CODES & REGULATIONS.
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2. CONTRACTOR SHALL MAINTAIN CLEARANCES FROM FEATURES AS
m �
%
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND ANY
CrSI0NSA1 FL
m
A
OTHER FEATURES. CLEARANCE FROM FACE OF CURB TO BE 2FT MIN.
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3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
° 00
EXPIRES: 10/05/97
1
(LORI PITZER � Juy 16, 19 97 1
00
UTILITIES.
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4. ALL WIRING SHALL BE SOLID COPPER WITH TYPE USE- RHH(XLP)
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INSULATION.
5. ALL EQUIPMENT FURNISHED SHALL BE GUARANTEED AGAINST
COMPONENT FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING
ACCEPTANCE BY THE CITY.
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6. CONTINUITY & MEGGER TESTS SHALL BE CONDUCTED AND ANY DEFECTS
NOTED SHALL BE CORRECTED BEFORE FINAL ACCEPTANCE.
7. CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4 DIGITS
AND ONE LETTER ON EACH LIGHT POLE. SEE DECAL NUMBERING
r
v
SYSTEM ON DETAIL SHEET.
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8. THE CONTRACTOR SHALL SUBMIT TO THE CITY OF RENTON TRAFFIC
A
=
ENGINEER A REQUEST FOR MATERIALS APPROVAL AT THE EARLIEST
POSSIBLE DATE. MATERIALS LIST SHALL COVER: 1. STREET LIGHT
STANDARD, 2. LUMINAIRE, 3. CONDUCTORS, 4. JUNCTION BOXES,
>°
5. CONDUIT, 6. CONTROL CONTACTOR CABINET, 7. FUSING AND
SPLICING MATERIALS, 9. I.D. DECAL MARK FOR POLES, 10. VAULTS.
9. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE
APPLICABLE SECTIONS OF WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS 1996 EDITION. WHERE
DIFFERENCES OCCUR BETWEEN DRAWINGS AND THESE REFERENCED
^
SPECIFICATIONS, THE DRAWINGS SHALL TAKE PRECEDENCE.
°
U
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE
o
POWER CO. FOR SERVICE WORK. PROVIDE & INSTALL ALL MATERIAL
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NOT PROVIDED BY POWER CO. INCLUDE ALL POWER CO. CHARGES IN
THE BID PRICE.
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1 1. CONDUIT SHALL BE SCHEDULE 40 RIGID PVC FOR 240 VOLT AND
D F
BELOW AT ALL UNDERGROUND AREAS EXCEPT UNDER ROADWAYS.
ca
CONDUIT UNDER ROADWAYS SHALL BE SCHEDULE 80 RIGID PVC.
9
12. CONDUIT SHALL BE RIGID GALVANIZED STEEL FOR VOLTAGES ABOVE
-
240V AT ALL UNDERGROUND AREAS.
"
13. ALL JUNCTION BOXES SHALL BE WASH. D.O.T. TYPE I WITH HOT
DIPPED GALVANIZED LID & FRAME. SEE J -BOX DETAILS.
N
14. ALL LIGHTING CONTACTORS SHALL BE 30A SILVER CONTACTS, SEE
3 ago
WIRING SCHEMATIC. LIGHTING CIRCUITS SHALL BE SERVED FROM
a
20A 2P BREAKERS, SEE WIRING SCHEMATIC.
�\ D C)
15. STREET LIGHTING CONTACTOR CABINET SHALL BE SKYLINE PRODUCT
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OR EQUAL, SEE DETAILS.
3 00
16.ALL POLES SHALL BE GROUNDED SEPARATELY, SEE DETAILS.
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17. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY POWER, TELEPHONE
o°
AND CABLE SERVICES WITH UTILITY COMPANIES PRIOR TO CONSTRUCTION,
°
AND COORDINATE SCHEDULES WITH USERS AND UTILITY COMPANIES TO
PROVIDE CONTINUOUS SERVICE WITH MINIMUM INTERUPTION.
0
18. SW 16TH STREET CONTRACTOR SHALL FURNISH AND INSTALL
�
COMPLETE STREET LIGHTING SYSTEM IN OPERATING CONDITION.
CONTRACTOR SHALL PROVIDE REMAINING TRENCHING, EXCAVATION
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9
FOR UTILITY CONDUITS, VAULTS & PULLBOXES, ALONG WITH BACKFILL
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AND COMPACTION WITHIN PROJECT POINTS OF INTERFACE. PSP &L
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VAULTS, US WEST PULLBOXES, TCI PULLBOXES, UTILITY COMPANY
70 =
o Em
CONDUITS, INTERFACE CONNECTIONS, CABLES AND PULLING SHALL BE
C7 m
PROTECTED FROM DAMAGE DURING CONSTRUCTION.
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151 HANDHOLE 4 "x6° OPENING
W /COVER AND S.S. SCREWS - 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH ` GROUN LUG
BOLT COVERS & S.S. SCREWS
J 1.-- 11 -1/4' SQ.
11" TO 12" DIA.
BOLT CIRCLE 4 1 2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
CONCRETE PAD
i 4' -0° �- 3'-0
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4'
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23230:2
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m m
coKNDW
TYPICAL JUNCTION BOX
CONCRETE PAD
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1 1
fTl �
CO K
F_
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151 HANDHOLE 4 "x6° OPENING
W /COVER AND S.S. SCREWS - 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH ` GROUN LUG
BOLT COVERS & S.S. SCREWS
J 1.-- 11 -1/4' SQ.
11" TO 12" DIA.
BOLT CIRCLE 4 1 2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
CONCRETE PAD
i 4' -0° �- 3'-0
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'------------ -----�
RECOMMENDED ev 1
APPROVAL
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FRONT VIEW SIDE VIEW
40
IFOR
9Y
4'
"C"
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4"
TYPICAL JUNCTION BOX
CONCRETE PAD
H 9�
i- --- -
1 1
NUTS AND WASHERS
1
CONSTRUCTION SET 1
DETAIL r4_'�
DETAIL TYPICAL CONCRETE PAD 5
CrSI0NSA1 FL
1
f
STANDARD 35 FOOT DAVIT POLE
1 /
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SCALE: NONE 6E(L)6 6E L)804
SCALE: NONE 6E(L)804 6EL)804
EXPIRES: 10/05/97
1
(LORI PITZER � Juy 16, 19 97 1
00
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INSTALL DECAL NUMBERS
VERTICALY. INSTALL
IN VERY DRY WEATHER 50' F
OR ABOVE.
NUMBERING EXAMPLES
LETTER
LETTER
BOX TYPE
1
IERNATE B
SUFFIXED
PREFIXED
22"
CITY
PUGET POWER
B Box Outside Width
OWNED
OWNED
22 1/27
C Box Inside Length
1 3/4 -2"
19"
28"
D Box Inside Width
MOUNTING
HEIGHT
q!
17"
15 FEET
,
18"
26 1/2"
+
N
13"
45'
M
N N
1 12"
TRAFFIC
FLOW
DECAL:
H Lid & Frame De th
5 16"
REFLECTORIZED
5 16
J Wall Th ickness Min.
GOTHIC GOLD
1 1 2"
1 1 2"
OR WHITE LEGEND
W -3
W -2.5
ON BLACK
L Le end
STREET LIGHT
See Detail
DETAIL
STANDARD DECAL NUMBERING SYSTEM
SCALE: NONE
6E(L)805 6E (L)805
2" N.P.S. SLIPFITTER
BRACKET CABLE 2
2" BY 314" REDUCING WASHER
314" ROMEX CONNECTOR
WITH LOCKNUT
SINGLE OR DOUBLE MAST 3/4"
ARM AS REQUIRED, ^` /1
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
JUNCTION BOX DIMENSION TABLE
M
A ITEM
K
TYPE
ALTERNATE A
BOX TYPE
1
IERNATE B
TYPE 2
A Box Outside length
22"
22""
33"
B Box Outside Width
17"
17'
22 1/27
C Box Inside Length
18"
19"
28"
D Box Inside Width
13"
147
17"
E Lid Length
1-8
18"
26 1/2"
F Lid Width
13"
13"
17'
G Box Depth
1 12"
12"
12"
H Lid & Frame De th
5 16"
5 16
5 16
J Wall Th ickness Min.
1 1/2
1 1 2"
1 1 2"
K Wire Reinforcement
W -3
W -2.5
W -2.5
L Le end
I See Detail
See Detail
See Detoil
A
C I
i
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M L LJ
PLAN VIEW
1
T
Y K
ELEVATION VIEW
ITEM MATERIALS
Box 6000 PSI concrete See Notes
• Frame Diamond Plate Steel - A786
• Lid Support 1 BVn. Thick Sled C, L or T. - A36
• Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate Tnim
Reinforcement I ASTM A -82 Steel �m
*GALVANIZED STEEL
LEGEND DETAILcwk u F—�
SIGNALS T SZ g
LIGHTING TYPICAL JUNCTION BOX INSTALLATION DETAILS
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
-row "s U A' raa T-11 -r m TYPE '1' BOX
"A' TYPE �i- � -r{�� o TYPE 'll' BOX
xi /6. r,ay
L , HOOK DETAIL PLAN SYMBOLS
ILLUMINATION SYSTEM LEGEND c2"
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers_
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete witF fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
DETAIL JUNCTION BOX
SCALE: NONE 6E( )6 6E L)805
EPDXY EPDXY FILL
INLINE SPLICE
E SP ICE
SPLICE KIT
Tr my
`DIAMETER = 7/8"
4 -7/5'
LOAD LINE
1/4 ", FUSE 1/4"
1/8„ Oo 0 1/8..
CUTTING RINGS
FUSE KIT
DETAIL FUSE KIT & SPLICE KR 3
SCALE: NONE 6E(L)804 6E L)805
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FUSE KITS
PLAN
SIA.
QUICK DISCONNECT
II
II
10 AMP IN LINE FUSE
COPPER
TO LUMiNAIRE
KITS - S.E.C. OR EQUAL
=1111
No.
TYPICAL DESIGN "113"
RT OR LT
GROUND
JUNCTION BOX —
LENGTH
TYPE
II_
NO.
1 /4" MINIMUM
SPLICE KITS GROUND LUG
1 1 +63
DRAIN HOLE?
CLEAR EPDXY SPLICE
KITS ON ALL THRU
35' -0"
/
WIRE RUNS 2" MIN. GROUT
250
TOP OF CONCRETE
4" CONCRETE UNDER POLE BASE i
0.219
FOUNDATION TO
�_
PAD \ 1 �
5" q
1 1
it
DE LOF WITH
TOP OF SIDEWALK
OR Cvi'.B.
#8 BARE
=4FOUNDATION-
PLAN
SIA.
1111 -1111 -1111=
111= IIII- 11�I,
II
II
il- 1111= 1111-
_
COPPER
HIPS
CIRCUIT
=1111
No.
No.
RT OR LT
GROUND
AT LUM.
LENGTH
TYPE
II_
NO.
I I
1
1 1 +63
48.0 LT
215OF
35' -0"
GROUND
F1
250
#3
2# 8+
0.219
CLvMP
34.5 RT
it
4'
2- (SIZED RE 'D
LIGHTING
WIRES TO
C CONDUIT
STEM
I I
#3
2# 8+
NCRETE
10 +57
40.5 RT
5/8"x8'
COPP E -LAD
U N DATIO N
�_3' SO. OR DIA�
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SECTION TYPICAL LIGHTING UNDERGROUND SYSTEM
SCALE:NONE
TYPICAL 6E( )6 6E L)804
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STREET LIGHT POLE JUNCTION BOX ° ° °
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD
DETAIL CONCRETE PADS 2
SCALEAONE 6E(L)804 6E L)804
TYP. CONC. PAD
R/W LINE
RENTON LUMINAIRE PLAN SCHEDULE
PLAN
SIA.
I OFFSET
I.D. DECAL
HEIGHT
ARM
LUMMINARE
HIPS
CIRCUIT
CONDUCTOR
No.
No.
RT OR LT
NO.
AT LUM.
LENGTH
TYPE
WATTS
NO.
QTY & SIZE
1
1 1 +63
48.0 LT
215OF
35' -0"
10' -0"
F1
250
#3
2# 8+
0.219
11+15 +15
34.5 RT
2151 F
35' -0"
10' -0"
F1
250
#3
2# 8+
4
10 +57
40.5 RT
2152F
35' -0"
10' -0"
F1
250
#3
2# 8+
DETAIL TYPICAL CONCRETE PAD S /�
ONAL
COMPLETENESS OF CONTRACTOR'S RECORDS
--------------
g SCALE:NONE 6E(L)6 6E L)804
SCALE: NONE
6E(L)6 6E L)804
SCALE: NONE 6E(L)804 6E L)804
EXPIRES: 10/05/
0.
M-.*
i ��1' 'r
RECORD ®� �IY
+ DENOTES 1 #10 GREEN GROUND TO BE INCLUDED
LIGHTING FIXTURE SCHEDULE
F1 STREET LIGHTING LUMINAIRE WITH INTEGRAL BALLAST, 250 W. HIPS LAMP, IES TYPE III DISTRIBUTION
& WITH CUTOFF OPTICS ON 35FT POLE.
GE LUMINAIRE # MDCL25S3H12FMC32 AND VALMONT POLE #11- 3501ODSO845
BALLAST SHALL BE HPF REACTOR OR LAG TYPE.
■
3' -0"
7' -0" VARIABLE MIN.
SIZE AS
REQUIRED 2" N.P.S.
0.188 WALL BRACKET g'» SLIPFITTER p 1' -6" p
ALUM. ALLOY 6063 -T6 4 -1/2" 4T
O.D. L
1/2° BNC LO 5'- RADIUS °l'° - - - -- ?'_•
GR. 18 -8 S.S.
FLUSH JOINT T� FRONT VIEW SIDE VIEW
4 -1/2" O.D. TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
GENERAL NOTES
1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT
CITY OF RENTON'S STREET LIGHTING GUIDELINES & STANDARDS, RENTON
CITY CODE, AND PER 1996 N.E.C. AND ALL OTHER APPLICABLE
CODES & REGULATIONS.
2. CONTRACTOR SHALL MAINTAIN CLEARANCES FROM FEATURES AS
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND ANY
OTHER FEATURES. CLEARANCE FROM FACE OF CURB TO BE 2FT MIN.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
UTILITIES.
4. ALL WIRING SHALL BE SOLID COPPER WITH TYPE USE- RHH(XLP)
INSULATION.
5. ALL EQUIPMENT FURNISHED SHALL BE GUARANTEED AGAINST
COMPONENT FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING
ACCEPTANCE BY THE CITY.
6. CONTINUITY & MEGGER TESTS SHALL BE CONDUCTED AND ANY DEFECTS
NOTED SHALL BE CORRECTED BEFORE FINAL ACCEPTANCE.
7. CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4 DICITS
AND ONE LETTER ON EACH LIGHT POLE. SEE DECAL NUMBERING
SYSTEM ON DETAIL SHEET.
8. THE CONTRACTOR SHALL SUBMIT TO THE CITY of RENTON TRAFFIC
ENGINEER A REQUEST FOR MATERIALS APPROVAL AT THE EARLIEST
POSSIBLE DATE. MATERIALS LIST SHALL COVER: 1. STREET LIGHT
STANDARD, 2. LUMINAIRE, 3. CONDUCTORS, 4. JUNCTION BOXES,
5. CONDUIT, 6. CONTROL CONTACTOR CABINET, 7. FUSING AND
SPLICING MATERIALS, 9. I.D. DECAL MARK FOR POLES, 10. VAULTS.
9, ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE
APPLICABLE SECTIONS OF WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS 1996 EDITION. WHERE
DIFFERENCES OCCUR BETWEEN DRAWINGS AND THESE REFERENCED
SPECIFICATIONS, THE DRAWINGS SHALL TAKE PRECEDENCE.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE
POWER CO. FOR SERVICE WORK. PROVIDE & INSTALL ALL MATERIAL
NOT PROVIDED BY POWER CO. INCLUDE ALL POWER CO. CHARGES IN
THE BID PRICE.
1 1. CONDUIT SHALL BE SCHEDULE 40 RIGID PVC FOR 240 VOLT AND
BELOW AT ALL UNDERGROUND AREAS EXCEPT UNDER ROADWAYS.
CONDUIT UNDER ROADWAYS SHALL BE SCHEDULE 80 RIGID PVC.
12. CONDUIT SHALL BE RIGID GALVANIZED STEEL FOR VOLTAGES ABOVE
240V AT ALL UNDERGROUND AREAS.
1 3. ALL JUNCTION BOXES SHALL BE WASH. D.O.T. TYPE I WITH HOT
DIPPED GALVANIZED LID & FRAME. SEE J -BOX DETAILS.
14.ALL LIGHTING CONTACTORS SHALL BE 30A SILVER CONTACTS, SEE
WIRING SCHEMATIC. LIGHTING CIRCUITS SHALL BE SERVED FROM
20A 2P BREAKERS, SEE WIRING SCHEMATIC.
15. STREET LIGHTING CONTACTOR CABINET SHALL BE SKYLINE PRODUCT
OR EQUAL, SEE DETAILS.
16.ALL POLES SHALL BE GROUNDED SEPARATELY, SEE DETAILS.
17.THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY POWER, TELEPHONE
AND CABLE SERVICES WITH UTILITY COMPANIES PRIOR TO CONSTRUCTION,
AND COORDINATE SCHEDULES WITH USERS AND UTILITY COMPANIES TO
PROVIDE CONTINUOUS SERVICE WITH MINIMUM INTERUPTION.
18. SW 16TH STREET CONTRACTOR SHALL FURNISH AND INSTALL
COMPLETE STREET LIGHTING SYSTEM IN OPERATING CONDITION.
CONTRACTOR SHALL PROVIDE REMAINING TRENCHING, EXCAVATION
FOR UTILITY CONDUITS, VAULTS & PULLBOXES, ALONG WITH BACKFILL
AND COMPACTION WITHIN PROJECT POINTS OF INTERFACE. PSP &L
TAPERED ALUM. POLE 2 MAx. VAULTS, US WEST PULLBOXES, TCI PULLBOXES, UTILITY COMPANY
- - - - - -- - - - - - -- SIDEWALK CONDUITS, INTERFACE CONNECTIONS, CABLES AND PULLING SHALL BE
CURB T' WALL ALLOY 6063 -T6 OVERHANG
w SATIN GROUND FINISH 1'_2' TAPERED ALUM. POLE PROTECTED FROM DAMAGE DURING CONSTRUCTION.
HANDHOLE 4 °x6° H' 0.219 WALL ALLOY 6063 -T6 - -3' -0' 77'a
r - — CLROADWAY OPENING W /COVER 'SL' GROUND FINISH 35' -0" 41
& S.S. SCREWS. ' SSAFT T
GROUND LUG
CURB INSIDE POLE
SIDEWALK 1 -6 1 FRONT VIEW SIDE VIEW
R/W LINE TYPICAL JUNCTION BOX "B"
10' MIN. TRENCH 151 HANDAND 4"x6" C OPENING CONCRETE PAD —BU LT
CLEARANCE FROM DRIVEWAY LOCATION W /COVER AND S.S. SCREWS � 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH ` GROUN LUG
TYPICAL PLAN VIEW TYPICAL STREET CROSS SECTION BOLT COVERS & S.S. SCREWS V-6, T�-Q•
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CONCRETE PAD
RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
crst4�°
ASS
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DETAIL LIGHT BASE & JUNCTION BOX LOCATIONS r3__
DETAIL
STANDARD 35 FOOT DAVIT POLE 4
DETAIL TYPICAL CONCRETE PAD S /�
ONAL
COMPLETENESS OF CONTRACTOR'S RECORDS
--------------
g SCALE:NONE 6E(L)6 6E L)804
SCALE: NONE
6E(L)6 6E L)804
SCALE: NONE 6E(L)804 6E L)804
EXPIRES: 10/05/
0.
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MOUNTING
HEIGHT
15 FEET
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INSTALL DECAL NUMBERS
V ERTICALY. INSTALL
IN VERY CRY WEATHER 50' F
OR ABOVE.
NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY
OWNED
10 45°�
TRAFFIC/
FLOW
LETTER
PREFIXED
PUGET POWER
OWNED
1 3/4 -2"
N � M
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DECAL: N
REFLECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
STREET LIGHT
DETAIL STANDARD DECAL NUMBERING SYSTEM ($
SCALE: NONE 6E(L)805 6E L)805
2" N.P.S. SUPFITTER
— BRACKET CABLE 2
2" BY 3/4" REDUCING WASHER
3/4" ROMEX CONNECTOR
T WITH LOCKNUT
SINGLE OR DOUBLE MAST 3iq
ARM AS REQUIRED
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
DETAIL STRAIN RELIEF 6
SCALE: NONE 6E(L)804 6E L)805
7RO °7C / -2J27
JUNCTION BOX DIMENSION TABLE
M
A ITEM
R
K
TYPE
ALTERNATE A
BOX TYPE
1
ALTERNATE B
TYPE 2
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 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 Legend I
See Detail I
See Detail
See Detail
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PLAN VIEW
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ITEM MATERIALS ELEVATION VIEW
Box 6000 PSI concrete See Notes
* Frame Diamond Plate Steel - A786
* Lid Support 1 8'Min. Thick Sled C, L or L - A36 1
Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate a f
Reinforcement ASTM A -82 Steel
*GALVANIZED STEEL - „o,,,, fi�^Pe
LEGEND DETAIL(— u — N
LIGHTING T S1.6 TYPICAL JUNCTION BOX INSTALLATION DETAILS
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
L° m TYPE '1' BOX
letters riU f /8' waN G°n° afi Pamard f "rm�n9 T-11!
TYPE 'll' BOX
e x x3 /tfi. llo,q
L HOOK DETAIL PLAN SYMBOLS
ILLUMINATION SYSTEM LEGEND
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners ov °-ali minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2” 10
gage divider plate complete wit F fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Locd Test.
DETAIL JUNCTION BOX 4
SCALE: NONE 6E(L)6 6E L)805
• .•.T FILL
INLINE SPLICE
WYE SPLICE
SPLICE KIT
—DIAMETER = 7/8"
4_7/8••
LOAD LINE
1 /q^ FUSE 1/4"
i
1/8" po 0 1/8"
CUTTING RINGS
FUSE KIT
DETAIL FUSE KIT Ac SPLICE KIT 3
SCALE: NONE 6E(L)804 6F_(L)805
TAL232305
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