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ROADWAYI 11LLUM�NAT�ON
�-I'ONEY CREEK EAST
RENTON,
SHEET INDEX
IL1 COVER SHEET
ILL ILLUMINATION PLAN
IL3 ILLUMINATION PLAN
L4 DETAILS
11-5 DETAILS
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TRANSPORTATION ENGINEERING NORTHWEST, LLC �Z:; '•.��
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033 Ai _
PHONE: (425) 806 -9236 0 q
FAX: (360) 668-1133
CONTACT: CHRIS 61CKET, P.E.
EXPIRES 72/20/07
OIL 44 ,2-
CHECK FOR COMPLIANCE
TO CITY STANDARDS
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PORTION OF SE. 114, NE. 114, SEC. 4, T. 23 N, R. 5 E, W.M.
SEE SHEET IL3 FOR ILLUMINATION GENERAL NOTES, CONSTRUCTION NOTES,
LEGEND, POLE SCHEDULE, WIRE SCHEDULE, AND WIRING DIAGRAM.
ILLUMINATION WIRE SCHEDULE
NO
RACEWAY
CONDUIT
S2E '
EQUIP.
ILLUM GROUND
8 #8
PHOTOCELL
#14
POWER
#2
1
2" SCH40
2 1 1
2
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3
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TRANSPORTATION ENGINEERING NORTHWEST, LLC : , ., R'
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033 A.¢ _. s.. DATE
67 PHONE: (425) 806 -9236 y 3563 • `" �f DATE DATE -
FAX: (360) 668 -1133 Fs•�:�ST �_� t �f
CONTACT: CHRIS BICKET, P.E. S/onini. E� �•0® ,� !
EXPIRES 12/20/07 TT 71
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CONSTRUCTION NOTES
INSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE
SCHEDULE THIS SHEET, AND CITY OF RENTON STANDARD PLANS, SHEETS
IL4 AND IL5. TOP OF FOUNDATION SHALL BE FLUSH WITH TOP OF
SIDEWALK. THE POLE SHALL MEET ALL REQUIREMENTS OF A CITY OF
RENTON STANDARD ALUMINUM DAVIT POLE.
0 2 2 INSTALL CITY OF RENTON STANDARD SERVICE CABINET, PER CITY OF
RENTON STANDARDS (SEE SHEET IL4). 1201240Y POWER SOURCE TO BE
PROVIDED BY PUGET SOUND ENERGY. TRENCH AND PROVIDE CONDUIT
AND CONDUCTORS TO PUGET SOUND ENERGY POWER SOURCE. LOCATION
SHOWN IS APPROXIMATE, ACTUAL POWER SOURCE LOCATION MAY VARY.
THE CONTRACTOR SHALL COORDINATE POWER SOURCE LOCATION WITH PSE.
CABINET ID = #0114
ILLUMINATION LEGEND
®
TYPE 1 JUNCTION BOX
®
TYPE 2 JUNCTION BOX
�-
LUMINAIRE POLE
- - - --
CONDUIT /CONDUCTOR
®
ELECTRICAL SERVICE CABINET
OCONSTRUCTION
NOTE
POLE NO.
LUMINAIRE POLE NUMBER
AWIRE
NOTE
GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICAT IONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8 :30 AM TO 3 :30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS,
1- 800 - 424 -5555.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO
95% MAXIMUM DRY DENSITY MODIFIED PROCTOR.
10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE
SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE
EARLIEST POSSIBLE DATE.
W
ILLUMINATION POLE SCHEDULE
LUM.
20 60
SCALE: 1 " =20'
T ww'm
5 Sftd2
POLE
MOUNTING
ARM
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CITY OF RENTON
POLE NO.
ROAD
STATION
OFFSET
HEIGHT
LENGTH
CIRCUIT
WATTAGE
PHOTOMETRICS
COMMENT
LUMINAIRE ID
1
NE 23RD PLACE
34 +50.0
30.0' RT
25'
8'
A
100W
FLAT LENS
M -C -111
4970B
2
NE 23RD PLACE
35+77.0
22.0' LT
25'
8'
A
100W
FLAT LENS
M -C -Ill
4975B
3
NE 23RD PLACE
37 +51.0
22.0' LT
25'
8'
A
100W
FLAT LENS
M -C -III
INSTALL PHOTOCELL
4977B
4
NE 25TH COURT
1 +98.0
50.5' LT
25'
8'
A
100W
FLAT LENS
M -C -Ill
49858
5
NE 25TH COURT
1 +95.0
50.0' RT
25'
8'
A
t00W
FLAT LENS
M -C -111
4986B
6
NE 23RD PLACE
39 +38.5
22.0' RT
25'
8'
A
100W
FLAT LENS
M -C -ill
49808
7
NE 23RD PLACE
41 +01.5
22.0' RT
25'
8'
A
iDOW
FLAT LENS
M -C -111
49749
8
NE 25TH COURT
3 +58.0
24.0' RT
25'
8'
A
100W
FLAT LENS
M -C -111
48818
9
NE 25TH COURT
5 +05.0
24.0' LT
25'
8'
A
100W
FLAT LENS
M -C -111
49839
10
NE 25TH COURT
6 +75.5
24.0' LT
25'
8'
A
100W
FLAT LENS
M -C -111
49798
11
NE 25TH COURT
7 +28.0
83.0' RT
25'
8'
A
100W
FLAT LENS
M -C -111
49788
12
128TH AVENUE SE
11 +36.5
24.0' LT
25'
8'
A
f00W
FLAT LENS
M -C -111
49878
ILLUMINATION WIRE SCHEDULE
L, RACEWAY EQUIP.
CONDUIT ILLUM GROUND PHOTOCELL POWER
NO SIZE 8 #8 #14 #2
1 2" SCH40 2 1
2 2" SCH80 2 1 N
3 2" SCH40 EMPTY SPARE WITH PULL ROPE
4 2" SCH40 2 1 3
5 2" SCH40 1 3
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20 60
SCALE: 1 " =20'
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CHECK FOR COMPLIANCE
TO CITY STANDARDS
TRANSPORTATION ENGINEERING NORTHWEST, LLC
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033
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4 DATE'/
PHONE: (425) 806 -9236
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FAX: (360) 668-1133
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CONTACT: CHRIS BICKET, P.E.
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KITS - S.E.C. OR EWAL
TYPICAL DESIGN °B"
JUNCTION BOX
GROUND LUG 1/4' HOLE
SPLICE KITS. DRAM HOLE
CLEAR EPDXY SPLICE
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WIRES TO CONTACTOR
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5 /B"z8 ". FOUNDATION y
COPPER -CLAD J � � SO. OR DIA� a�
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pslE REV6pN. gT DWG.. NAME JR -06 SP PAGE-J007
'.S: \OPROTO \RENTON \BRH \JR 06
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD -
VARIABLE 3 -0"
1' -6• MIN.
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TYPICAL JUNCTION BOX "C"
CONCRETE PAD
1
4'-0' i s -.D° �.I TYPICAL CONCRETE PAD DETAILS
I I \j ADOPTED
L______J L__J CITY OF RENTON
♦ o
FRONT VIEW SIDE VIEW = Standard pleav
E`N� ISP DATE: 5/91
DATE REVISION BY APPR' DWG. NAME: JR -36A SP PAGE: J015
S: \0PROTO \RENTON \BRH \,R2 -36A
SIM AS MIUIREO
0.188 WALL BRACKET
2'
ALUM- ALLOY 6063 -T6
4 -1/2.
O.D. '2' N.P.S.
SUPFITTER
5' -9" RRADIUS
'1/2" BNC LOCKBOLT
GR. 18 -8 S.S.
FLUSH JOINT 1 -2
4-1/2' O.D / 7 V -7
TAPERED ALUM. POLE
0: 188 WALL ALLOY 6063 -T6
SATIN. GROUND. FINISH 25' -0"
18' -3'
SHAFT
151 HANDHOLE 4"x6'- OPENING.
W /COVER AND S.S. SCREWS 8' O.D.
BASE FLANGE ALLOY 356 T6 WITH GROUND LUG.
BOLT COVERS & S.S SCREWS V -6•
1- 11- 1 /4 ° SO.
11" TO 12" DIA
BOLT CIRCLE Tq�
4' CONCRETE PAD °'P (4) 1/2' GRADE
ABOVE STANDARD 25 FOOT DAVIT POLE
(4) 1' BNC GALV. STEEL ADOPTED
ANCHOR BOLTS WITH CITY OF RENTON
NUTS AND WASHERS +
4" ,pO Standard plans
NS IST DATE: 9/91
DATE REVISION BY k PR7311 DWG. NAME: JR -01 SP PAGE: J002
LIGHTING STANDARD & JUNCTION BOX
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NOTE CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD °
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GATE R-10N tN M DWG. NAME: JR -07 SP PAGE: JO08
S: \OPROTO \RENTON \BRH \JR -07
�S��p •• g CHECK FOR COMPLIANCE.
TRANSPORTATION EUGINEERING NORTHWEST, LLC °�Z�\•� °� WASti A. TO CITY STANDARDS
816 SIXTH STREET SOUTH m /�'+• ar..�+ DATE
KIRKLAND, WA 98033
PHONE: (425) 806 -9236 0 •. pF 3563 DATE Q470
FAX. (360) 668 -1133 FSS �!sT `���d° DATE
CONTACT: CHRIS BRCKET, P.E. �ONAI.
EXPIRES 12// 2° -0/ 0/07
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WITH LOCIQdUT
SINGE OR DOABLE MAST 3 - j
ARM AS REOUIRED
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE STRAIN RELIEF DETAIL
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCIAT.
MAST ARM WIRING DETAIL
Is�s�
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WINE SPUCE - - - -
WYE SPIKE
SPLICE KIT
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LOAD UNE
1/4v, FUSE 1/4
1/8' QO O
FUSE KR & SPLICE KR DETAILS
CU RINGS lm
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FUSS E KIT
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DATE RENSION 6/ DWG. NAME JR -12 SP PAGEJOI3
S \OPROTO \RENTON \BRH \JR 12
I
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY HEATHER.. 50' F
OR ABOVE
NUMBERING EXAMPLES
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED 3/4 ° -2"
D CAL:
RELECTORIZED
'2- 7
GOTHIC. GOLD 2'- 2 -1/2° /g-_g•
OR WHITE LEGENC
CURB ON BLACK
MOUNTING O�CgC BACKGROUND
15 FEET
I TRAFFIC
FLOW
PLAN VIEW
STREET LIGHT STANDARD
DECAL. NUMBERING SYSTEM
ADOPTED
CRT ➢P I¢NION
6lavderd PMm
IsT nATC 5/91
DATE REVISION BY — DWG. NAME: JR -09A. SP PAGE: J009
S: \OPROTO \RENTON \BRH \JR -09A
JUNCTION BOX DIMENSION TABLE
BOX 1YPE ��
REM TYPE 1 B TYPE 2
-I I
K = BIV i@i OE WIB E IWBIN
B = M 1 ]" 1 Y
" 2 1
C BOX B IDHCIH 18 199' 28' N OTES
D BOX Y WIOM 3 14" 17'
UD LENGTH 18" 18' 26 1/2- L " ALL DIMENSIONS ARE MINIMUM. EXACT CONFlGURATIONS VARY AMONG DIFFERENT MANUFACTURERS
F UD WIDTH 13 13" 17- THE NOTED UD THICKENERS OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2
G BOX UEPlH 12 12" 12 - BOXES SHALL BE 2891 MINIMUM OF OVERALL THICKNESS.. -
H 1M B TBAIff OFPIH 5 16 : 5 16 5 16
WLINIMl4 1 1 2 1 1 2 1 1 2' PLAN NEW UD SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME
K WIE W 3 W 2.5 W -25 4000 St CONCRETE IS ALLOWED IF DO % REINFORCEMENT CONSISTS OF 6 X 6 - W3 X W3 WELDED
L LEGEND SB:OEML YE OBM. 61E OLTM. 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
Y, WHEN NOTED IN THE CONTRACT TYPE 2 BOXES SHALL BE PRONDED WITH A 10 27 1/2/- 10
GAGE DIVIDER PLATE COMPLETE WITH FASTENERS
REM MA LS NON - CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL. EVALUATION WILL INCLUDE AN H -20.
BOX 6W0 P9 caKlElE RF M- ELEVATION VIEW LOAD TEST.
t FRAME tl.VIRD RATE. SIFFL A]8fi
i UD 9PPoRf 'ffi. ➢YT 5ffi t o L-,W 3° - 6' MIN.
t UD OWIB�U RATE STTL A]86 8 MAX.
ANCHORS I Steel Wre or Tee Pl-
ING ASIN A -82 Steel 2° g •GALVANIZED SIEB- MI .
TYP. BELL ENOS�
ON CONDUIT
6'GRAVEL PAD
COMPACTED
1' NOM. �1" NOM.
LEGEND DETAIL ol— U TYPICAL JUNCTION. BOX INSTALIATON DETAILS
SIGNALS T SI- NOM.
UGHTIN IS-LT
TELEMETRY
TELEM TRAFFIC SIGNAL SYSTEM LEGEND.
m. TYPE '1' BOX JUNCTION. BOX DETAILS
M TYPE 'tl' BOX
-FORM LETTERS E FORMING WELD Lixl 3/16, 1YONG PLAN SYMBOLS ADOPTED
BEAD. GRIND OFF DIAMOND NOM. HOOK DETAIL CffY RPNTBN
PATTERN BEFORE FORMING 4 _k, /z xooxs rm. �1 4
LETTERS. 91eO� pt°°e
i' NOM. 1" NOM. LSf WPE: t1 /9B
ILLUMINATION SYSTEM LEGEND GATE REVISION DWG. NAME: JR -36 SP PAGE:JO16
BY PR
S,\OPROTO \RENTON \BRH \JR -36
TRANSPORTATION ENGINEERING NORTHWEST, LLC
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033
PHONE. (425) 806 -9236
19 FAX. (360) 668 -1133
CONTACT. CHRIS OICKET, P.E.
ll'l]
OFy,?.F� ST6RrG =�
S /ONAL. E� °x..16 -d1
EXPIRES 12/20/07
CHECK FOR COMPLIANCE
TO CITY STANDARDS
Co GVF "I!�U
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