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APPROX. LOCATION OF EXSTINC UTILITY POLL
I CONT ACTOR TO PROVIDE NECESSARY WIRE &r CONDUIT
--- - - - - -_ - j -- �,-- +- --
SHATTUCK AVE. S.
4-,= 00 N 01 28'22 ' E 4- -
- — — — — — 3- 00 00
STREETvSIGN SEE
LEGEND
SH T 7 OF 24 FOR DETAIL.
CONTRACTOR CABINET f0005 ® SERVICE CABINET
STA. 6 +43.7, 17' RT
® JUNCTION BOX
ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT
HP SODIUM VAPOR /LUMINA/RE & LAMP - 25' MOUNTING HEIGHT
LUMINAIRE TO BE M - C - 11 DISTRIBUTION FLAT LENS - GE
M25OA2 W/ CUTOFF OPTICS.
CONDUIT
CONCRETE PAD
STREET SIGN, SEE DETAIL SHT. 7 OF 24
SYMBOLS NOT TO SCALE
T. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STATION MONUMENTS
STANDARD SPECIRCA77ONS AND THESE PLANS. ® To BE7R=LED
2 THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BENCH MARK
BE VERIFIED IN THE FlELD BY THE CONTRACTOR AS NECESSARY. CITY CONTROL MON #1160
J INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS S114 COR SECTION 19 -23 -5
EXCEPT AS NOTED. ALL MA7ERIALS SHALL BE NEW AND OF 7HE BEST FOUND 112° BRASS BUTTON W /PUNCH
AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. IN CONCRETE IN CASE (7196)
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON ELEVATION = 18.85
FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DA 7F.
5 ALL WORK SHALL BE CONS/STANT WITH UTILITY AGENCY REQUIREMENTS
THE CONTRACTOR SHALL CONTACT ALL PER77NENT U77LITY AGENCIES
FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL
COORDINA7E THE WORK WITH 7HE U77LI77ES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXIS77NG URLIAES THE CON7RACTOR SHALL N077FY THE AFFECTED
U77LITY COMPANY AND 7HE CITY OF RENTON IMMEDIATELY UPON DAMAGE
7 THE CONTRACTOR SHALL N077FY THE CITY OF RENTON CONS7RUC77ON
ENGINEERING DIVISION AT 277 -5570 FOR INSPEC77ON PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK
SHALL BE COVERED UN77L IT HAS BEEN EXAMINED BY THE ENGINEER.
REPLOTTED JAN. 1998 FOR ASBU /LT
LOCATION OF STREET LIGHTS
SCALE: 1 " = 20'
20 1 o To 20 40 80
A 0�
Eew Nz AS BUILT BASED ON FIELD SURVEY PERFORMED
&9470 r,FI� BY TOUMA ENGINEERS, DEC. 1997
ORAL 1$
PORTION OF SW 114 OF THE SE 1 /4 OF SEC 19, TWN 23 N., R 5E., W.M.
L �T3, 7- -2 aooS T
ROLL158
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