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LUMINAIRE SCHEDULE
LUMINAIRE
NO.
CITY I.D.
N0.
LAMP
WATTAGE
POLE LOCATION
(STATION)
C OF POLE
TO C OF ROAD
ARM
LENGTH
MOUNTING
HIEGHT
CIRCUIT
NO.
REMARKS
1
4347E
200 WATT
21 +88
28.50 RT
12"
30'
A -1
5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENT REQLIIRE-
2
4345E
200 WATT
23 +75
28.50" RT
12"
30'
A -1
3
4
4343E
4341E
200 WATT
200 WATT
25 +60
27 +45
28.50" RT
28.50' RT
12'
12'
30,
30'
A -1
A -1
9. ALL CONDUIT COVER SHALL BE 24 INCHES.
5
4339£
200 WATT
29 +30
28.50' RT
12'
30'
A -1
6
7
4337E
4335E
200 WATT
200 WATT
31 +15
32 +75
28.50" RT
28.50' RT
12'
12"
30"
30'
A -I
A -1
8
4333E
200 WATT
34 +62
28.50' RT
12'
30'
A -1
9
4331E
200 WATT
36 +50
28.50' RT
1 12'
30,
A -1
WIRE NOTES
RUN NO.
CONDUCTORS
CONDUIT
Q7
1111. 2
2" PVC, SCH 40
Q2
2 NO. 8
1 -112" PVC, SCH 40
QEMPTY
1 -112" PVC, SCH 40
4L
2 NO. 8
2" PVC, SCH 80
PORTIONS SECTION 16, TWP. 23 N., RGE. 5 E., W.M.
,IE° CEMETARY
STANDARD DETAIL ✓R -35
(TYP.)
SERVICE CABINET
TYNE III SINGLE -PHASE 120/240 VOLT GROUNDED NEUTRAL
BREAKER AND CONTACTOR SCHEDULE
CIRCUIT NO. MAIN BRANCH CONTACTOR REMARKS
BREAKER BREAKER AMPS
AMPS AMPS
MAIN 100
A -1 20 30 240 ✓OL TS
0000A
m
i
f
CONSTRUCTION NOTES
7D INSTALL STREET LIGHTING CABINET FOUNDATION AT STA 22 +00, 28 FT RT. IN57ALL
STREET LIGHTING CABINET (SEE DETAIL SHEET 4 -11)
O2 INSTALL LUMINAIRE POLE FOUNDATION WITH CONCRETE PAD AND TYPE 1 JUNCTION BOX (SEE
DETAIL SHEET 4 -5). INSTALL LUMINAIRE POLE AND LUMINAIRE (SEE LUMINAIRE '
O3 INSTALL TYPE 1 JUNCTION BOX,
O4 EXTEND EMPTY CONDUIT 2 FT BEYOND END OF SIDEWALK. PROWOE WATERPROOF CAP. AND INSTALL
A TYPE I JUNCTION BOX FOR FUTURE USE.
IN T. 32 +3302 EDMONDS AVE NE
0 +00 CEDAR CREST PARKWAY
QQ � � P7 32 +6731
�0
i
V�
Im IIII �
I —
1 I Ill III I 2 1 —
J PC = 33 +70.06
f z SCH 80 Pvc 1
CONDUIT 4 1 I
SEE DAVE HAMLIN 1
\ FOR /MPRONMENTS
TO NE 3RD STREET
1
rt
0
1 r f llj \
STA. 37 +32.63'.
END OF CONSTRUCTION. V f
SEE DAVE HAMLIN & i
ASSOCIATES PLANS FOR r f ✓r
NE 3RD STREET. J< 1
i xff'
fo s p - /
` INSTALL STREET LIGHT
Tr T R CITY- OF_RENTON
2
2 STANDARD DETAIL JR -1139—
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OSCALE: 1" = 40'
�--D 40 80
luul BENCHMARK AND DATUM
00 518" REBAR WITH CAP AT SE CORNER OF
INTERSECTION OF NE 3rd STREET AND
EDMONDS AVENUE NE.
=272,41
CITY
CITY OF F RENTON DATUM,
(USGS 1929 SEA LEVEL DATUM)
NOTE. FOR GRADING AND
EROSION CONTROL SEE
CEDAR CREST ROUGH
GRADING PLAN.
CAUTION
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTORS
RESPONSIBILITY TO FIELD VERIFY LOCA77ON
OF UTILITIES PRIOR TO PROCEEDING WITH
CONSTRUCTION.
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s'ONA� E�
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CEDAR CREST
DESIGNED
DRAWN
O
—4j- 45 i CRECKED.
NO. REVISION By APPR. DATE APPROVED.
I I TI I II I A I I Ii I I� 1
19 18 17 16 15 14 13 12 11 10 9 8 7 6
R, 18.1 .0 4 9
4 6 7 8 9 10
"
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�igRS OF
TRIAD ASSOCIATES. -;
11814 115th Ave. NE 15 Oregon Ave
Kirkland WA 98034 Suite 306 ,
206.821.8448 Tacoma, WA 98409
Fax 206.821.3481 206.474.2460 T
Fax 206.474.2480 ,
Land Sumying Civil Engineering -
land Use Plannin Project Management' ,
Le W—j a Architecture Site
STREET LIGHTING NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARDS SPECIFICATIONS AND THESE PLANS.
2. THE LOCA77ONS OF FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY.
J. INSTALL ALL STREET LIGHTING MATERIALS AS SHOWN ON THE
PLANS, EXCEPT WHERE NOTED. ALL MATERIALS SHALL BE NEW
AND OF THE BEST AVAILABLE GRADE OR QUALITY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF
i
RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE
DATE.
ASSOCIATES
SIGNALIZATION
5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENT REQLIIRE-
Tr
MENTS THE CONTRACTOR SHALL CONTRACT ALL PERTINENT
UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND
Q
SHALL COORDINATE THE WORK WITH THE UTILITIES THROUGHT THE
PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES
TO EXISTING UTILITIES THE CONTRACTOR SHALL NOTIFY THE
AFFECTED UTILITY COMPANY AND THE CITY IMMEOIETLY UPON
=
ANY DAMAGE.
7 THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTIS FIELD
INSPECTION DIVISION (277 -5570) FOR INSPECTION PURPOSES,
24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE
COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER,
8. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS NOTED
OTHERWISE.
3
i
9. ALL CONDUIT COVER SHALL BE 24 INCHES.
!
10. JUNCTION BOXES SHALL NOT BE INSTALLED IN WALKWAYS OR
vE NE
SIDEWALK AREAS UNLESS APPROVED BY THE ENGINEER.
11. JUNCTION BOX AND CONDUIT RUNS ARE SHOWN SCHEMATICALLY
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ff /�j
AND MAY BE ADJUSTED WITH THE APPROVAL OF THE ENGINEER,
T 22*T7
REC()-
®
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I'1i(JVgL J�pFltvASyM!
-
BY•�.
�,fgFC(STEAV'� Vim?
s'ONA� E�
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CEDAR CREST
DESIGNED
DRAWN
O
—4j- 45 i CRECKED.
NO. REVISION By APPR. DATE APPROVED.
I I TI I II I A I I Ii I I� 1
19 18 17 16 15 14 13 12 11 10 9 8 7 6
R, 18.1 .0 4 9
4 6 7 8 9 10
"
`y,0 pS50Cl4T
®® m
�igRS OF
TRIAD ASSOCIATES. -;
11814 115th Ave. NE 15 Oregon Ave
Kirkland WA 98034 Suite 306 ,
206.821.8448 Tacoma, WA 98409
Fax 206.821.3481 206.474.2460 T
Fax 206.474.2480 ,
Land Sumying Civil Engineering -
land Use Plannin Project Management' ,
Le W—j a Architecture Site
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STAMP NOT VALID
UNLESS SIGNED AND DAM
ER
95 -123 uu
DATE. FitE NAME
SHEET NUMBER r W
SCALE. ciE�D BooK. PacE.
7 Of %
SHEET: OF. /
I I it i i i 1 1 it
11 12 13 14 15 16 17 18 19
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NO.
2
3
DATE
J -iB -96
5-2J-96
REVISION
aD0E0 STREET
RENSED PER CITY
GGVnNO P[AN
COMMENTS
BY CK
i
PROJECT MANAGER
DESIGNED.
CADR
CHECKER
BRUCE KNOnt TON
MM
MW8
DATE:
09112195
SCALE:
HORIZ 1"--40'
'
VERT_ 1 " =10'
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7//7/9,6
STAMP NOT VALID
UNLESS SIGNED AND DAM
ER
95 -123 uu
DATE. FitE NAME
SHEET NUMBER r W
SCALE. ciE�D BooK. PacE.
7 Of %
SHEET: OF. /
I I it i i i 1 1 it
11 12 13 14 15 16 17 18 19