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A PORTION of the S.E. 1/4, SECTION 4, TOWNSHII�23-1\1. RANGE 5 E W.M.
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STREET LIGHT GENERAL NOTES:
\ D �� \ 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND
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SPECIFICATIONS AND THESE PLANS.
valves oo 15.010, N00005'32"E 639.88'
Redmond Ave + I , - . - . - / - 2. UNLESS OTHERWISE NOTED, THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE
90.0, 80.0' 500' 50. 0'
Northeast EXACT LOCATION WILL BE ESTABLISHED BY THE ENGINEER OR INSPECTOR IN THE FIELD.
3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS, EXCEPT WHERE NOTED. ALL
0 . . .... MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY,
I\�° ` % z \ 1 ! / I 1125 / r, ! I \
1 i 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL
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AT THE EARLIEST POSSIBLE DATE.
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I-_ STA 1+60, 23.5' LT 01
0 L0 LUMINAIRE AND POLE #2 6 5, ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR
161' U-)r '
I ! / / SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND SHALL
(SEE SCHEDULE THIS SHT
COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT.
/T A T
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE
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90.0, 17 N I �Ti V CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
U, I R A/ DAMAGE.
Power box�o 11 1 C�
SEE NOTES 00
SEE NC 1 60.0' 1 0) 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION FOR
TYPE
E 11 INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL
Q) YPE 11 �NCTION BOX
�-q IT HAS BEEN EXAMINED BY THE INSPECTOR.
Powe
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golle 0
II �U-) 'q- e_1% 8. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE NOTED.
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20,0' GE OF 30%
S OPE
Q) 3' PUBLIC EASEMENT/ 9. ALL CONDUIT COVER SHALL BE 24 TNCHES.
Water U)III SE NOTES
90.0,
meter 0.
+ - �7- 10 S_BL
�C\ C�-
U)
Water Cd
meter I III I 0 - �' fie\ _ \
[ SE NOTE
15 ` \� _
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Z�_
INSTALL SERVICE CABNET
0
II ICABINET NUMBERS. SE�RV�CE
420
0 CABLES ('3�#2's) AND C STA 1-54, 21.r,
ON D 1'J T R45.&
(2" SCH. 80) SHALL CONNECT OLUMINAIRE AND POLE 4 3 9671- - -- - - - - - - - - - - - - -
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R50.50 SEE NCTES
7-11 S
FROM SERVICE\\CABINET TO (SEE SCHEDULE
TO P. SI.V . \
NEAREST P.S.E. 'POWER SOURCE. ��STA-2+7_7, 40.5' LT
TRIANS� R dER
SEE NOTES LUMINAIRE AND POLEff4
4- (SEE SCHEDULE THIS SHT.)
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__6 CT S
SEE NOTES L�
�'_Azl * L\1 c T. V
C-4 3' PUBLIC EASEMENT SEE NOTES
-JI I
T STA 2+50, 26.0 L
0
LUMINAIRE AND POLE #1 I I i I (� - 1
W1 PHOTOCELL (SEE z
SCHEDULE THIS SHT.) ---TYPE JUNCTION BOX��-// 3' PUBLIC EASEMENT . - \ 1
-S S S S S
51 0+50 1+50 2+ 5 2 3+00
o, 40 1; 1 �50
+ R W.- 15' DRAINAGE EASEMENT_ \ 1 1
+00 4
Queen �venue Northeast
W_ W W W IN
W W 1-FI _143
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i III+ 43' S00007'43"W 315.02
Power
Water I I I iXIST. HOUSE '�o
meter pole 6® t-0
TJ B I / 1 '�
0-100/
STREET LIGHTING
g 0-
LUMINAIRE SCHEDULE - - 0 lz�
CJB
POLE POLE PO -POLE MOUNTING ARM CIRCUIT -0-M M E N _T_,S
TRACT "B" 0
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Water N 0. I.D.CATION OFFSET HEIGHT LENGTH N 0.
0 -
> meter o(_0
1 2,2-77 4 E> STA 2+50 26.0' LT 25 8$ A-: NE 19th ST. DRAINGE P ND
Driveway
2 22_772. B STA 1+60 23.5' LT 25' 8) A-1 NE 19th ST. 0
3 II 3 22-7(a 3 STA 11+54 21.5' LT 25' -2 8' A QUEEN AVE NE CN W }
4 2--3S3 B STA 2+77 40.5' LT 25' 8' A-2 QUEEN AVE NE CC (D
Ex CATCH BASIN cl )3
RIM 433.9 Ex Hydrant
12" ADS I8E 429.95 NW
12" ADS IE 429.90 E WIRING SCHEDULE 3;:
0 ' ® /'
110
LUMINAIRE:
t RUN NO. CONDUIT SIZE CONDUCTOR COMMENTS -4- Gas r k�, e G
-L��7 7- INSTALL NEW FLAT LENS COBRA HEAD, G rnj,
2_#8 AWTTM -XLP) ;ts
Edge of E 1,00 W., HPS, 240 V., MEDIUM CUTOFF TYPE III S� / ,
Sign 3-#10 AWG (USE-XLP) PHOTOCELL u 'DISTRIBUTION ON 25' DAVIT POLE WITH 8' ARM, 0-) 0M G a sI \_ _ _ _
1-#8 BARE GROUND GROUND ALSO INSTALL WSDOT TYPE 11 JUNCTION BOX 00 Grr,arker---------
2" SCH, 40 2-#8 AWG3 (USE XLP) LIGHTING t\�posts
1-#8 BARE GROUND) GROUND (SEE CITY STD. PLAN #J-11a) AND FOUNDATION
--
Sidewalk "- PAD. POLE SHALL MAINTAIN MIN. 10' CLEARANCE ' 1
I 2 SCH 40 r)PP_KI PULL WIRE SPARE
Flow line of
vertical curb
gutter Water valve
Queen Avenue
Northeast
2' retaining wall
Flow line Of
extruded curb
Ex SANITARY SEWER MANHOLE
RIM 435.33
8" PVC IE 421.19 N
8" PVC IE 421.04 W
8" PVC IE 420.99 E
,=-rD -7-- 32_4IiII`_3CP/
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Mail
box
! U ANY DRIVEWAY. INSTALL PHO I U U U_ L. ON
CONTACTOR CABINET LUMINAIRE. G _t_f�5_
CONTACTOR CABINET @ CURB RETURN @ INTERSECTION
SERVICE CABINET I.D. NO.009Z , 100 AMP
3
CIRCUIT A1: 20 A BRANCH BREAKER r4p
40 A CONTACTOR
A--1: 2430
CIRCUIT A-2: 20 A BRANCH BREAKER
40 A CONTACTOR STRFET LIGHT SPECIFICATIONS
of WASN/
RECOMMENDED FOR APPROVAL UkLT-
20734
SUPX 15� 1 t-4 G, 2511 0,
BY: DATV_,L�L-ss/ V 1;) 0
GRAPHIC SCALE L - 015
BY. DATE.
'L 311 /=2Q�=06
20 0 10 20 40
A
BY: DATE'
IN FEET
1 inch = 20' ft. BY. DATE.'
NO.
REVISION
BY I APPR. I DATE
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N00*07'43"E 324.41
LUA 04-119
ENGINEER: 0
JA EGER EN GINEERIN G
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850-0934
Fax No. (253) 850-0155
-MAY 4 12006 0-5
C I r1P -Y' OF' RENTON
DEPARTMENT OF PUBLIC WORKS
STREET LIGHT PLAN
SUNSET CREST SHORT PLAT
DESIGNED: JJJ DATE: 2/10/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: 1"=20' FIELD BOOK: PAGE:
APPROVED: SHEET: 11 OF: 12
DIRECTOR OF PUBLIC WORKS
SCANNED OCT 2 8 260