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°° Northeast box
2' retaining wall
Flow line of
extruded curb
Ex SANITARY SEWER MANHOLE
RIM 435.33
8" PVC IE 421 19 N
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STREET SIGHT GENERAL NOTES:
r OF- 1 ALL WORKS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND
S�A / SPECIFICATIONS
� \ ' �� ' „ AND THESE PLANS.
V VeS N00 05 32 E 639.88
Redmond Ave ± _ -�-- __ ,
I ,, 90.0 \ 80.0 50� � 50.0' 2. UNLESS OTHERWISE NOTED, THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE
Northeast EXACT LOCATION WILL BE ESTABLISHED BY THE ENGINEER OR INSPECTOR IN THE FIELD.
a
3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS EXCEPT WHERE NOTED. ALL
Q 30 MATERIALS SHALL BE NEW AND OF THE PEST AVAILABLE GRADE OR QUALITY.
z I � � I � 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL
AT THE EARLIEST POSSIBLE DATE.
I� A
ST 1+60, 23.5 LT
LUMINAIRE AND POLE �2 ,°n i1 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR
SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOUR M
l U I (SEE SCHEDULE THIS SHT.)j COORDINATE THE WORK WITH T S BEFORE COMMENCING WORK AND SHALL
� HE UTILITIES THROUGHOUT THE PROJECT.
TA T
I 90.0' i p 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE
r. I N ITV CONTRACTOR SHALL NOTIFY THE AFFECTED P
UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
Power box � II I I R A •
-i-� NOTES o, � DAMAGE.
� u I � Q) 60.0 I rn / \ I 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION FOR
TYPE II ,}UNCTION BOX �' � - -"""`
INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL
IT HAS BEEN EXAMINED BY THE INSPECTOR.
P aW e °
g°�e $. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE
o f I o ' NOTED.
20.0 \ E GE OF 30%
I (10 3' PUBLIC EASEMENY / 0 S OPE
9. ALL CONDUIT COVER SHALL BE 24 INCHES.
-911 I \ cv
Water CD U, i s NOTES
meter 8 I 90.0'
Water
meter .-4_..,
INSTALL SERVICE CAB!NE ► c°o
I a II I I I I^ Sri ►BINET NUMBERS. SERti:C-
..Q 0 CABLES 3 2's AND CONDUIT STA 1-- 54, 21.5' LT 2 0
(2 SCH. 80 SHALL CONNE --- ._ _. -- - -- --
( ) C-- LUMINAIRE AND POLE//#,3 � \ R45. 0 4
TO P. Sl.r.
�- FROM SERVICE\CABINET TO / SEE SCHEDU! F THIS' SuT. R50.50 s NOTES \
TR NSA R ER NEAREST P.S.E. POWER SOURCE..- �- 2 +-� 40..E LT �`--
� SEE NOTES I LUMINAIRE AND POL"4
a n I NOTES (SEE SCHEDULE THIS SHT.)
J \ 9EE !vo s 3 PUBLIC EASEMENT SEE NOTES
STA 2 +50, 26.0 LT I 1 I V)
LUMINAIRE AND POLE #1 I � + •t / -•�
W/ PHOTOCELL (SEE
SCHEDULE THIS SHT.) B -- � � 3 PUBLIC EASEMENT
� I TYP JUNCTION ONS
II I �-
I 5 s �� s - s s s s i \
I + p 2+ � 2 +50 3 +00
N W -I- 15' DRAINAGE EASEMENT
I I
Queen"�A+Venue Northeast
I W\ W W
W W W W
I + ICI '1 43' 430 --.- S00 07 43 "W 315-02
Water I Power I I X-1 ST. HOUSE 1
O / 1
meter cn pole I O
,n
T i � STREET LIGHTING 3Q _ o -� o � \ ► r
J B)g� N I O -o o
CJB V I I _LUMINAIRE SCHEDULE p
C7
�---11I �, I ' POLE POLE PO - 'POLE MOUNTING ARM CIRCUIT C0�11vIEQlT$ -- "B" � =�
I -.� TRACT
I I Water N0. I. I �
a I D CATION OFFSET HEIGHT LENGTH N0.
I I meter �
1 2z-74 � STA 2 +50 26.0 ' LT 25 DRAINGE P ND
8 A -1 NE 19th ST. I
Drivewa
o cn I I
2 22-772_ B STA 1+60 23.5 LT 25 8 A -1 NE 19th ST. p
I 3 I I 3 22ZCQ 6 STA 1+ 54 21.5 LT 25 8 A -2 QUEEN AVE NE
Ex CATCH BASIN STA 2 +77 40.5 LT 25 8 A -2 QUEEN AVE NE Ca
RIM 433.89
„ -:3 Ex Hydrant
12 ADS IE 429.95 NW CA /+
J._ � WIRING SCHEDULE
12 „ ADS IE 429.90 E JP. � G ,
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w
0
v I I �
- /
RUN N0. CONDUIT SIZE CONDUCTOR COMMENTS LUMINAIRE: Ga s
_ ME-XLP INSTALL NEW FLAT LENS ker /
Edge of 'asphalt COBRA HEAD, � G �, I m G �
Sign 3 - #10 AWG (USE -XLP) PHOTOCELL ) 100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III r- P is, t s / ..
j G
3 1
BARE GROUND GROUND
DISTRIBUTION ON 25 DAVIT POLE WITH 8 ARM. 0) Gas
1-#8
ALSO INSTALL WSDOT TYPE II JUNCTION BOX 00 --
r 2 SCH. 40 2 - #8 AWG USE -XLP LIGHTING Z G Posts
..._ 1•- Q�,� (SEE CITY STD. PLAN #J-11a) AND FOUNDATION G
Sidewalk 1-#8 BARE GROUND GROUND 0
2 SCH. 40 OPEN PULL WIRE SPARE
CONTACTOR CABINET
CONTACTOR CABINET 0 CURB RETURN 0 INTERSECTION
SERVICE CABINET I.D. N0.0092 100 AMP
CIRCUIT A -1: 20 A BRANCH BREAKER
40A
3 O/
db
r
CONTACTOR
CIRCUIT A -2: 20 A BRANCH BREAKER
� Flow line of u,
a vertical curb �
° & gutter Water valve ,- Queen Avenue = Mail
GRAPHIC SCALE
20 0 10 20 40
1 inch 20' ft.
C •gyp ; T= 3 ZW
i ^� "f
0
RECOMMENDED FOR APPROVAL
BY.
B1:' - DATE.•
80 �
BY. DATE.•
i? •' DA
G 1- cow
PAD. POLE SHALL MAINTAIN MIN. 10 CLEARANCE I
TO ANY DRIVEWAY. INSTALL PHOTOCELL ON
LUMINAIRE.
40 A CONTACTOR STREET LIGHT SPECIFICATIONS
A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 -N., RANGE 5 E., W W
ROLL200
Of wAsq/
r£.•
8" PVC IE 421.04 W
Z 8" PVC IE 420.99 E
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N 00' 0 7' 43 "E .324.41
CITY OF RENTON'
DEPARTMENT OF PUBLIC WORKS
STREET MGHT P
SUNSET CREST SHORT PLAT
DESIGNED: JJJ DATE: 2/10/05 flti NI►ME:
DRAWN: JJJ
aiEacEO: JJJ SCALE: 1' =20' nao soar: Pte:
APPROVED: SFIEE T: 11 OF
'
�� ' 20734 lv�
IFS �Gj LUA 04 -119
ENGINEER: •
EXPIRES: 3 ! 2oos JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850-0934
N0. REVISION By APPR. DAZE Fox NO. (253) 850-0155
: 12