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THAT PORTION OF THE NE 1/4 OF THE NW 1/4
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STANDARD W1 100 WATT RANGE 5 E2 W.M.
HP SODIUM VAPORILUA41NAIRE & LAMP — 25' MOUNTING HEIGHT
LUMINAIRE TO BE M250A2, MC N DISTRIBUTION FLAT LENS
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CAP
(D INSTALL ALT "B" JUNCTION Box.
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THAT PORTION OF THE NE 1/4 OF THE NW 1/4
0 1 INSTALL ALUMINUM DAVIT STYLE LIGHT STA OF SECTION 10, TWN 23 N2
STANDARD W1 100 WATT RANGE 5 E2 W.M.
HP SODIUM VAPORILUA41NAIRE & LAMP — 25' MOUNTING HEIGHT
LUMINAIRE TO BE M250A2, MC N DISTRIBUTION FLAT LENS
W1 CUTOFF OPTICS. FOUND 5/8 REBAR
CAP
(D INSTALL ALT "B" JUNCTION Box.
) INSTALL STREET LIGHT CONTACTOR CABINET #0106, 120/140 VOLT, TYPE III, EX CYCLONE FENCE
GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT 'BREAKERS. SEE DETAIL qHP-P-T lk ",4
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LEGEND
N.W. CORNER SEC 10-23-5 MON IN CASE
SURFACE BRASS MONUMENT
C.O.R. MON #159 FND 1-1/2 cy
BRASS DISC W/PUNCH MARK FOUND REBA R & CAP
0 N)
4274:�7 CO
ON 4 "X4" OR IRON PIPE
CON MON W/CASE
0 SET 112"REBAR & CAP
AT NN 12TH ST & UNION AVE
LS #9470
NE (6/17/05)
N-186,373.1000 (KCAS) SEC T1 ON CORNER
+ z
0
E=1671236.855 (KCAS) ;��
E:::--� 114 CORNER 0 0
0
LUA41NAIRF �rl-49-nl // r- 00 >
POLE LD.#
POLE LOCATION
MH
ARM LENGTH
STA 1+97 —26' L T
25'
8,
NE 10TH STREET
2
STA 1+11 —23RT
2
80
CHELAN AVE NE
STA 2+58 —23 'RT
25'
81
CHELAN AVE NE I
I
LUMINAIRE
100 w1photo cell
100 w1photo cell
100 w1photo cell
0
CD
FOUND 5/8 vREBAR
CAP
C
------------------------------ 7 0'$
w 7-10' w
7
W
t 1476-22' (CALC)
811 R. 50 WsT_",
MON #1848 FN [y T--T2-,"- BRA-S-S-- 0+
------- ------ 1+0
O�
C.
W/PUNCH MARK ON 4"X4" CONr
0 892.11 CD
mnr\i w /rA (zp-
(6/17/05)
N=183,691.4502 (RENTON) Ya
CN E=1,300,377.4087 (RENTM_
7
CN WEST 1/4 OF SEC 10-23-5
FND 1-1/2 P) BRASS DISC W/PUNCH
MARK ON 4)X4$) CONC MON W/CASE
A� M o? 30591 33
- 11 164_4.E y
B BARRIE
AR
I
PC STA 2+03.24, 181T DETAIL 2
BEGIN CURB R=30'
T/C =430.30 STATION EQUATION
N E 10th STREET jZ.9 C
L=47.95 STA 2+50.57(NE 10TH ST)=
R=30.00 STA 4+29.50 (CHELAN)
STATION EQUATION _____LeIta=91*34'24" INSTALL STD MONUME_NT
STA 0+00 AHEAD=
STA 14+76.22 BACK
MEASURED DISTANCE
7-7TW A \/F QF-
GRAPHIC SCALE
20 0 10 20 40
IN FEET
I inch = 20 ft.
CONSTRUCTION NOTES
1. ALL WORK SHALL BE IN ACCORDANCE W THE CITY OF RENTON
STANDARD SPECIRCA 77ONS AND THESE PLANS
i
2 THE LOCA 77ONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL
O BE VERIFIED IN THE FIELD By THE CON7RACTOR AS NECESSARY
0--) 1
Lo 3 INSTALL ALL STREET LIGH77NG MATERIALS SHOWN ON THE PLANS,
CD EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST
CNn AVAILABLE GRADE OR QUALITY, EXCEPT AS N070.
11
O
4- THL CON7RACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
iy
FOR MA 7FRIALS APPROVAL A T THE EARLIEST POSSIBLE DA IF
5 ALL WORK SHALL BE CONSISTANT WITH UTILITY AGENCY REQUIREMENTS
THE CON7RACTOR SHALL CONTACT ALL PER77NENT U77LITY AGENCIES
FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL
COORDINA IF THE WORK WITH THE U77LI77ES THROUGHOUT THE PROJECT
6. THE CONTRACTOR SHAH BE RESPONSIBLE FOR ANY DAMAGE TO
EXIS77NG U77LI77ES THE CONTRACTOR SHALL N077FY THE AFFECTED
,U77LITY COMPANY AND THE CITY OF RENTON IMmEDIA L y UPON DAM/{
MoW
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTTUC770N
ENGINEERING DIVISION AT 277 -5570 FOR INSPEC 770N PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK NO WORK
SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED By THE ENGINEER.
E ND
(D
0 CONTACTOR CABINET 10042
0 JUNC77ON BOX
CA
ALUMINUM DAVIT STYLE LIGHT STANDARD
4s,
00
CONCRETE PAD
0
20'INGRESS/EGRESS EASEMENT
REC NO. 90 /
04111113 & 9005091478
35' DEDICATED T- 33250L
RIGHT OF WAY
80
(D
RECOMMENDED
3— - G - - FOR APPROVAL
8"_ 32,9 n
By DATE
— --------- — BY — —RATE
PT STA 2+92340, 181T BY
END OF CURB R=20' RATE
T/C =432.36
BY — —DATE
BY —DATE
NWO:
OR