HomeMy WebLinkAboutzT-2246SetSEC. 10 TWP. 23 N. RGE. 5 E. W.M.
STREET LIGHTING NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARD SPECIFICATIONS AND THESE PLANS AND THE LATEST
EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
AND MUNICIPAL CONSTRUCTION BY WSDOT AND APWA
WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO OBTAIN COPIES OF THESE DOCUMENTS. IN
THE CASE OF CONFLICTS, THE STANDARDS AND SPECIFICATIONS
OF THE CITY OF RENTON SHALL BE USED.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY. FOR UTILITY LOCATE CALL 1- 800 - 424 -5555.
3. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE
GRADE OR QUALITY, EXCEPT AS NOTED. AL(K)EQUIPMENT
FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT
FAILURE FOR A PERIOD OF ONE YE ^,R FOLLOWING ACCEPTANCE
BY THE CITY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF
RENTON TRAFFIC ENGINEER FOR MATERIAL APPROVAL AT THE
EARLIEST POSSIBLE DATE.
5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY
AGENCY'S REQUIREMENTS. THE CONTRACTOR SHALL CONTACT
ALL PERTINENT UTILITY AGENCIES FORTY -EIGHT (48) HOURS
BEFORE COMMENCING WORK, AND SHALL COORDINATE THE
WORK WITH UTILITIES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
DAMAGE.
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON
CONSTRUCTION ENGINEERING DIVISION AT 277 -5570 FOR
INSPECTION PURPOSES TWENTY -FOUR (24) HOURS BEFORE
COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT
HAS BEEN EXAMINED BY THE ENGINEER.
8. CAUTION - OVERHEAD ELECTRICAL SERVICE LINES ARE NOT
SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY
OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL
FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY
LAW AND REGULATIONS AND TAKE PRECAUTIONS THAT MAY BE
REQUIRED. MINIMUM CLEARANCE FROM OVERHEAD POWER TO
THE STREET LIGHT STANDARDS IS 10 TO 16 FEET, DEPENDING ON
VOL TA GE
9. MAINTAIN CLEARANCES FROM SUCH FEATURES SUCH AS
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND
ANY OTHER FEATURES, MINIMUM CLEARANCE FROM DRIVEWAYS
SHALL BE 10 -FEET, MINIMUM CLEARANCE FROM CURB 30- INCHES.
10. ALL CONDUCTORS FOR STREET LIGHTING TO BE TYPE USE -RHH
(XLP) INSULATION. CONDUCTOR INSULATION FOR PHOTO CELL
CIRCUIT TO BE THHN.
11. CONTINUITY AND MEGGER TESTS SHALL BE CONDUCTED AND
ANY DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL
ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS.
POLE
ID NO.
1
NO.
CONDUIT
CONDUCTORS
5
1.5" PVC (SCHEDULE 40)
14
1
5 6 4
4
A6
NE 6TH ST.
Z7
1.5" PVC (SCHEDULE 40)
O
s.
EX. 4" PVC (SCHEDULE 80)
2 - #6
21.5' LT
z
4
5
-- —
3
9r" °- -
D
12°
-
to
100
72 .
6'
EX. A -1
-
i —
—_ —.
1 8 +90
1 21.5' LT
13
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
6'
1 EX.
BREMERTON
5
—
Z
21.5' LT
- -
30'
AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED
m
— — — — —
L15' WIDE UTILITY,
— —
I--
13-
--
-.-
15" WIDE ..
I
40'
13.
INGRESS /EGRESS ESM'
- T.
DUVALL
o ;
o,
4
-
UTILITY -
400
i
ORG. REC. NO. 5922910
C -2
DUVALL
o !cn
m V
ESM'T. RE C. 5
NO. 3070189 I I
14.
ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24
CORRECTED REC. NO.
Co
%
INCHES OF COVER.
NE 6TH ST. I
i (
_
_._ 5947064
PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT. EXISTING LUMINAIRE TO BE
30°
REPLACED WITH
100 W HPS
m
M -C -III LUMINAIRE
STREET LIGHTING NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARD SPECIFICATIONS AND THESE PLANS AND THE LATEST
EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
AND MUNICIPAL CONSTRUCTION BY WSDOT AND APWA
WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO OBTAIN COPIES OF THESE DOCUMENTS. IN
THE CASE OF CONFLICTS, THE STANDARDS AND SPECIFICATIONS
OF THE CITY OF RENTON SHALL BE USED.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY. FOR UTILITY LOCATE CALL 1- 800 - 424 -5555.
3. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE
GRADE OR QUALITY, EXCEPT AS NOTED. AL(K)EQUIPMENT
FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT
FAILURE FOR A PERIOD OF ONE YE ^,R FOLLOWING ACCEPTANCE
BY THE CITY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF
RENTON TRAFFIC ENGINEER FOR MATERIAL APPROVAL AT THE
EARLIEST POSSIBLE DATE.
5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY
AGENCY'S REQUIREMENTS. THE CONTRACTOR SHALL CONTACT
ALL PERTINENT UTILITY AGENCIES FORTY -EIGHT (48) HOURS
BEFORE COMMENCING WORK, AND SHALL COORDINATE THE
WORK WITH UTILITIES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
DAMAGE.
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON
CONSTRUCTION ENGINEERING DIVISION AT 277 -5570 FOR
INSPECTION PURPOSES TWENTY -FOUR (24) HOURS BEFORE
COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT
HAS BEEN EXAMINED BY THE ENGINEER.
8. CAUTION - OVERHEAD ELECTRICAL SERVICE LINES ARE NOT
SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY
OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL
FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY
LAW AND REGULATIONS AND TAKE PRECAUTIONS THAT MAY BE
REQUIRED. MINIMUM CLEARANCE FROM OVERHEAD POWER TO
THE STREET LIGHT STANDARDS IS 10 TO 16 FEET, DEPENDING ON
VOL TA GE
9. MAINTAIN CLEARANCES FROM SUCH FEATURES SUCH AS
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND
ANY OTHER FEATURES, MINIMUM CLEARANCE FROM DRIVEWAYS
SHALL BE 10 -FEET, MINIMUM CLEARANCE FROM CURB 30- INCHES.
10. ALL CONDUCTORS FOR STREET LIGHTING TO BE TYPE USE -RHH
(XLP) INSULATION. CONDUCTOR INSULATION FOR PHOTO CELL
CIRCUIT TO BE THHN.
11. CONTINUITY AND MEGGER TESTS SHALL BE CONDUCTED AND
ANY DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL
ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS.
RUN
POLE
ID NO.
m
NO.
CONDUIT
CONDUCTORS
MAST
ARM
1.5" PVC (SCHEDULE 40)
2 - #10
1
1.5" PVC (SCHEDULE 40)
2 - #10, 1 - #8 BARE
A6
15' PVC (SCHEDULE 80)
2 - #10
Z7
1.5" PVC (SCHEDULE 40)
O
ZL
EX. 4" PVC (SCHEDULE 80)
2 - #6
21.5' LT
z
4
5
EX. A -1
6TH ST
D
12°
10 +64
21.5' LT
100
25'
6'
EX. A -1
6TH ST
4
m
1 8 +90
1 21.5' LT
12.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
6'
1 EX.
BREMERTON
5
COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK
Z
21.5' LT
100
30'
AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED
m
BREMERTON
31
2-158 H
BY THE POWER COMPANY-
41.5' LT
400
40'
13.
NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED
DUVALL
o ;
o,
4
7 +70
WITHIN THE SIDEWALK.
400
i
12'
C -2
DUVALL
o !cn
m V
14.
ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24
* STANDARD DAVIT POLE, SEE STREET
g lC� I
DETAILS
INCHES OF COVER.
i (
15.
PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT. EXISTING LUMINAIRE TO BE
REPLACED WITH
100 W HPS
M -C -III LUMINAIRE
BY CITY
BY
BY
WIRING SCHEDULE — THIS SHEET ONLY
,off
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
MAST
ARM
1.5" PVC (SCHEDULE 40)
2 - #10
1
1.5" PVC (SCHEDULE 40)
2 - #10, 1 - #8 BARE
A6
15' PVC (SCHEDULE 80)
2 - #10
Z7
1.5" PVC (SCHEDULE 40)
2 - #6
ZL
EX. 4" PVC (SCHEDULE 80)
2 - #6
0
C
D
F_
F_
m
Z
m
f
I k;r1tcK =7) FOB
POLE SCHEDULE — THIS SHEET ONLY
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
MOUNTING
HEIGHT.
MAST
ARM
CIRCUIT
NO.
REMARKS
1
2151 C
7 +67
21.5' LT
100
25'
6'
EX. A -1
6TH ST
2
2"7s2t
9 +17
21.5' LT
100
25'
6'
EX. A -1
6TH ST
3
21536
10 +64
21.5' LT
100
25'
6'
EX. A -1
6TH ST
4
2is5G
1 8 +90
1 21.5' LT
1 100
1 30' 1
6'
1 EX.
BREMERTON
5
2-7s -7 r
12 +20
21.5' LT
100
30'
6'
EX.
BREMERTON
31
2-158 H
11 +30
41.5' LT
400
40'
12'
C -2
DUVALL
32
21
7 +70
41.5' LT
400
40'
12'
C -2
DUVALL
— -3 y6
E
ate
I
A 1
OSPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING TYPE 1 JUNCTION BOX. O LOCATE EXISTING 4" CONDUIT AND SWEEP CONDUIT INTO NEW TYPE 1 JUNCTION BOX. --
f 1 I I + i ®I
18 17 16 15 14 13 12 11 10 9 8 7 6 Rt47 OX _0180
42' 42'
12
.97
10
0
s
8
7 Ga
LEGEND
TYPE M -C -3 H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTION BOX
— — —
EXISTING LUMINAIRE TO BE
®
STREET LIGHT CONTACTOR CABINET
AND FOUNDATION
--
_
®
TY 1 JUNCTION BOX WITH
CONCRETE PAD
WIRE NOTE
REPLACED WITH 100 W HPS
M -C -III LUMINAIRE BY CITY
NOTE
REcoMjV
FOR APPI
* STANDARD DAVIT POLE, SEE STREET
LIGHTING
DETAILS
Bly `
'-
BY
BY
OSPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING TYPE 1 JUNCTION BOX. O LOCATE EXISTING 4" CONDUIT AND SWEEP CONDUIT INTO NEW TYPE 1 JUNCTION BOX. --
f 1 I I + i ®I
18 17 16 15 14 13 12 11 10 9 8 7 6 Rt47 OX _0180
42' 42'
12
.97
10
0
s
8
7 Ga
oPP� H. R"�"yF
Y W730 �
�QF'rS /CNAL ENG'\���
EXPIRES 9/5/97 EXPIRES 01/31/97
7 2244,
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
BELLEVUE, WASHINGTON 98004
TEL. (206) 455 -5320 FAX (206) 453 -7180
I A I I I I I I I I I 1
6 7 8 9 10 11 12 13 14
1 1
15 16
17 18 19
LEGEND
TYPE M -C -3 H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTION BOX
— — —
— PVC CONDUIT (SEE WIRING SCHEDULE)
®
STREET LIGHT CONTACTOR CABINET
AND FOUNDATION
--
_
®
TY 1 JUNCTION BOX WITH
CONCRETE PAD
WIRE NOTE
OCONSTRUCTION
NOTE
oPP� H. R"�"yF
Y W730 �
�QF'rS /CNAL ENG'\���
EXPIRES 9/5/97 EXPIRES 01/31/97
7 2244,
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
BELLEVUE, WASHINGTON 98004
TEL. (206) 455 -5320 FAX (206) 453 -7180
I A I I I I I I I I I 1
6 7 8 9 10 11 12 13 14
1 1
15 16
17 18 19
RUN
9
90
U
it 12
CONDUCTORS
MAST
ARM
/5
13 74
8
6
1.5" PVC (SCHEDULE 40)
2 — #10, 1 — #8 BARE
/6\
1.5- PVC (SCHEDULE 80)
2 — #10
12'
EX. A -2
8TH PL.
7
213DC
2 +62
NI F-
QTW
of
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
MAST
ARM
1.5" PVC (SCHEDULE 40)
2 — #10
6
1.5" PVC (SCHEDULE 40)
2 — #10, 1 — #8 BARE
/6\
1.5- PVC (SCHEDULE 80)
2 — #10
* STANDARD DAVIT POLE,
SEE STREET LIGHTING DETAILS
SEC. 10 TWIP. 23 N. RGE. 5 E. W.M.
FULL t (UHLUULL - I H15 SHLL I UNLY
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
MOUNTING
HEIGHT*
MAST
ARM
CIRCUIT
NO.
REMARKS
6
3 +82
5' RT
100
25'
12'
EX. A -2
8TH PL.
7
213DC
2 +62
19.5' LT
100
25'
6'
EX, A -2
8TH PL.
8
21326
0 +88
19.5' LT
100
25'
6'
EX. A -2
8TH PL.
9
2"125 c.
25 +04
21.5' RT
100
25'
6'
EX. A -2
BREMERTON
10
Z72
1 +32
19.5' RT
100
25'
6'
EX. A -2
8TH PL.
11
2'1230
2 +99
19.5' LT
100
25'
6'
EX. A -2
8TH PL.
12
2 -7zzc_
4 +11
19.5' RT
100
25'
6'
EX. A -2
8TH PL.
13
y,ai c
5 +50
26' LT
100
25'
12'
EX. A -2
8TH PL.
14
2-120`
6 +74
22.5' LT
100
25'
12'
EX. A -2
8TH PL.
15
2-1 1SC
1 +54
19.5' RT
100
25'
6'
EX. A -2
7TH PL.
16
2111 G
3 +38
19.5' LT
100
25'
6'
EX. A -2
7TH PL.
17
7-11b C.
4 +90
26' RT
100
25'
12'
EX. A -2
7TH PL.
18
2--1 Ts C
6 +58
17' LT
100 1
25' 1
12'
EX. A -2
7TH PL.
31 -17
o zo ao ao
28
5
-2246
TRANSPORTATION PLANNING
& ENGINEERING, INC.
J�of ft N6' 2101 -112TH AVENUE NORTHEAST, SUITE 110
i�.Ef.��'�`T'`� °'.''. QQ'r`� F1J BELLEVUE, WASHINGTON 98004
FC,,' !AL h g TEL. (206) 455 -5320 FAX (206) 453 -7180
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� AA-0v' ;8615 T'O
BY
// FSS /gVpY E0f0`d
EXPIRES 9/5/97 NO. REVISION BY APPR. DATE
5 -1 -94 CITY OF RENTON
�NRTIry DEPARTMENT OF PUBLIC WORKS
of WA,%, nI'
yP THE ORCHARDS Dl V. 2
q ILLUMINA TION PLAN
RF- STEF6� 4�
PSS /�A`E�O��' DESIGNED R -H. DATE 5 -1 -96 FIE NO. C32
DRAWN R. M.H.
EXPIRES 01/31/9) CHECKED 0. H.E SCALE FE BOOK_PAOE
APPROVED SHEET C32 OF 38
DimCTOR OF PUBLIC WORK!
T r r r r r t r t' t t t t I I ]f► - -r- A I I I AL i I I i Y i i i i i i
3 18 17 18 15 14 13 12 11 10 9 8 7 6 Rt47 OX 6 7 8 9 10 11 12 13 14 15 16 17 18 1�
stc. iU I Wr. ie3 N. KUt. 5 L. W.Mm
SERVICE CABINET
SERVICE &
CIRCUIT NO.
MAIN
BREAKER
BRANCH
BREAKER
CONTACTOR
SERVICE
100 AMP
Al
2" PVC (SCHEDULE 40)
C -1
A2
15 AMP
30 AMP
C -2
1.5" PVC (SCHEDULE 40)
15 AMP
30 AMP
N
WIRING SCHEDULE — THIS SHEET ONLY
RUN
POLE
ID NO.
POLE
LOCATION
N0.
CONDUIT
CONDUCTORS
Al
2" PVC (SCHEDULE 40)
3 — #2 (SERVICE)
A2
1 1.5" PVC (SCHEDULE 40)
2 — #6, 2 — #10, 3 — #12 (PHOTOCELL), 1 — #6 BARE
Z3
1.5" PVC (SCHEDULE 40)
2 — #10, 3 — #12 (PHOTOCELL), 1 — #8 BARE
Z4
1.5" PVC (SCHEDULE 40)
2 — #10
Z1.5"
PVC (SCHEDULE 40)
2 — #10, 1 — #8 BARE
Z1.5"
PVC (SCHEDULE 80)
2 — #10
6'
1.5" PVC (SCHEDULE 40)
2 — #6
N N
20 29
CONSTRUCTION NOTE
OINSTALL FOUNDATION AND SERVICE CABINET AT STA. 17 +27, 29' RT.
5m, lol
0 20 40 80
1► � I � i
18 17 1n
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
MOUNTING
HEIGHT*
MAST
ARM
CIRCUIT
NO.
REMARKS
19
2-1 10C.
7 +10
21.5' RT
100
25'
6'
C -1
8TH ST
20
7,"112.6.
8 +80
21.5' RT
100
25'
6'
C -1
8TH ST
21
2-114G
10 +50
21.5' RT
100
25'
6'
C -1
8TH ST
22
2'1346
26 +55
21.5' LT
100
25'
6'
C -1
BREMERTON
23
2736(
12 +20
21.5' RT
100
25'
6'
C -1
8TH ST
24
7.7i1
13 +90
21.5' RT
100
25'
6'
C -1
8TH ST
25
2740 (,
15 +60
21.5' RT
100
25'
6'
C -1
8TH ST
26
Z742. C.
17 +30
21.5' RT
100
25'
6'
C -1
8TH ST
27
Z'744 H
25 +70
41.5' LT
400
40'
12'
C -2
DUVALL
28
274(-14
22 +10
41.5' LT
400
40'
12'
C -2
DUVALL
29
2 -748H
18 +50
41.5' LT
400
40'
12'
C -2
DUVALL
30
2 -75o H
14 +90
41.5' LT
400
40'
12'
C -2
DUVALL
* STANDARD DAVIT POLE, SEE STREET LIGHTING DETAILS
15 14 13 12 11 10 9 8 7 6 1 OX 6 7
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1 I A I I I IA I I I I I Al
8 9 10 11 12 13 14 15 16 17 18 19
` & ENGINEERING, INC.
H.
2101 -112TH AVENUE NORTHEAST, SUITE 110
J�0
�rF�
BELLEVUE, WASHINGTON 98004
QPr
$
455 FAX 453
.¢ H 18615 �. (yq-
fO"'STERE �1F'
eSS�ONAL
TEL. (206) -5320 (206) -7180
ENO\
Ex:l s /5 /s7
S -I -96
NO.
REVISION
BY
APPR
DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
2MARTby
THE ORCHARDS DI V. 2
ILL UMINA r/ON PLAN
30730
fit. A'ECISTERf- °\�4.�
SS�GVAL
DESIGNED R.MH
DATE 5 -1 -96
FLE NO. C33
ENO
oRAwN R.M.H.
EXPIRES 01/31/97
CHECKED D.HE
SCALE I"=40
pQp 80dC_PAOE_
APPROVED W.--.
csscTOn or RYBLIC
SHEET C33 OF 38
15 14 13 12 11 10 9 8 7 6 1 OX 6 7
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1 I A I I I IA I I I I I Al
8 9 10 11 12 13 14 15 16 17 18 19
SEC. 10 TWP. 23 N. RGE. 5 E. W.M.
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33' 33'
5" 11" 11' 1 EFT 11' 11" 5'
BIKE /Z/Fv V LANE BIKE
LANE LANE
1'
DOUBLE YELLOW OR LEFT TURN LANE (TYP)
SEE BUTTON PATTERN" THIS SHEET.
WHITE LANE. LINE (TYP). .SEE BUTTON PAT7ERN, 7HIS SHEET.
4" WHITE EDGE STRIPE (TYP)
DUVALL AVE. N. E. CHANNEL /ZA T /ON
STA 8 +57 TO 12 +85
NO SCALE
1
'
�4" WH /T£ TYPE 7'.
LINE MARKERS
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4" YELLOW 7YP£ %'
LAVE MARKERS J
4° YELLOW TYPE Y /d' LINE MARKERS (REEL).
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TWO - WAY LEFT TURN LANE
NO SCALE
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O ❑I • • e.• • • • • • 0 • •...• • •.• •. •�
3O _
4° YELLOW TYPE Y /d'UNE MARKERS (REFL.)
4° YELLOW TYPE Y' L/NE MARKERS
DOUBLE YELLOW CENTER LINE
NO SCALE
40 :7 TAPER
TO MATCH EX /ST
�EXISTING
CHANNELIZA77ON
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-
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1'
DOUBLE YELLOW OR LEFT TURN LANE (TYP)
SEE BUTTON PATTERN" THIS SHEET.
WHITE LANE. LINE (TYP). .SEE BUTTON PAT7ERN, 7HIS SHEET.
4" WHITE EDGE STRIPE (TYP)
DUVALL AVE. N. E. CHANNEL /ZA T /ON
STA 8 +57 TO 12 +85
NO SCALE
1
'
�4" WH /T£ TYPE 7'.
LINE MARKERS
4° IM17E TYPE 9/e'
UNE MARKERS (REEL.
LANE LINE
NO SCALE
go* • • e o • s e'e • a • • s �'❑
4" YELLOW 7YP£ %'
LAVE MARKERS J
4° YELLOW TYPE Y /d' LINE MARKERS (REEL).
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NO SCALE
• O • • •L• • O • • 0 0 • • • • • • f • 1
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4° YELLOW TYPE Y' L/NE MARKERS
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NO SCALE
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DODDS ENGINEERS, INC.
CIVIL ENGINEERING SURVEYING PLANNING
4205 -148TH AVE. N.E.- SUITE 200
�. - BELLEVUE. WASHINGTON 98007
° _
[206' 885-7877
FAX [2061 885 -7963
D.E.I. PROJECT NO. 95058
AVE PLAN SET
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000•••0 1o%oe0 o0 0 0 0 0
NO. REVISION BY I APPR.I. I DATE
4i
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CITY OF RENTON
SE0-TO R E /IF
DEPARTMENT OF PUBLIC WORKS
30
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4° WH /TE TYPE 7/d' L /NE MARKERS . (REFL.)
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LN
/S
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QUYAL A W. ' /tl E {+,E/P7NNELIZP7 77O N PLA
Q
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2'
DESIGNED E T. ✓. .DATE 3 / 1 J7
FILE NO
R16ti OJ
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a 16104
DODDS ENGINEERS, INC.
CIVIL ENGINEERING SURVEYING PLANNING
4205 -148TH AVE. N.E.- SUITE 200
�. - BELLEVUE. WASHINGTON 98007
° _
[206' 885-7877
FAX [2061 885 -7963
D.E.I. PROJECT NO. 95058
AVE PLAN SET
\4
x
O
o
4,
N
000•••0 1o%oe0 o0 0 0 0 0
NO. REVISION BY I APPR.I. I DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
30
�O o°F y
/ /�'�!g/RCcf //A(,/RD� D//77Y�/,�! 2
4° WH /TE TYPE 7/d' L /NE MARKERS . (REFL.)
4 ° WH /7E TfPE Y? /NE MARKERS
/S
p�• p/.
QUYAL A W. ' /tl E {+,E/P7NNELIZP7 77O N PLA
ems/ :ALE
DESIGNED E T. ✓. .DATE 3 / 1 J7
FILE NO
.SOL /D WHITE LANE ..LINE
.a
DsA L T.L.Q.
�y
r� ®� NO SCALE I
Oo-ms ¢ -Zg-
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CHECKED E. T ✓
3 l 92
.
APPROVED
URECTOR OF "uc WORKS - --
SHEET C4 OF 5_
SCANNED MAR 3 0'2000
[I' jt
f
[
N
Ij f :I y MATCHLINE STA. 14 +50
SEE SHEET C -33
NEW evopworoogS
5
5 14 yRGIiT C-2C 5rE )GLVAwiNA770A1
4 hl ji1 P A#jS FaK THE FOXAGSr
6 4 _ �— _ °� �@ NE 6TH/ ST 42' 42 cAs$Tw APAarA&wm?5
_I` t 4 - — - -- i ,s
r_ C D^ — — — a DI}o I1M1Y 19 , 1997.
3
-'- - — - --
b r
s
— I 15 W1 E,URITY
Jam —
UT1r NE INGRESS/EGRESS ESM'T.
ESM'T. REC. 5 I I CORRECTED REC. N0910
ORG. REC. NO. 5922
NO. 3070189 W
" 5947064
6TH ST. m 30' 0 20 40 so
r.
.Zrn7 l I 42'
Z, s 4„ 5 �I
STREET LIGHTING NOTES D i , ? I' 9
< ( 12
LEGEND
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL rn i 1
STANDARD SPECIFICATIONS AND THESE PLANS AND THE LATEST COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK I
EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND ALSO PROVIDE'AND INSTALL ALL MATERIAL' NOT PROVIDED Z ! f I TYPE M -C -3' H.P.S. LUMINAIRE, ARM
AND, MUNICIPAL CONSTRUCTION BY WSDOT AND APWA L, O Pl I I AND ALUMINUM DAVIT STYLE POLE
BY THE POWER' COMPANY.
WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF ( o
THE CONTRACTOR TO OBTAIN COPIES OF THESE DOCUMENTS. IN 4 13. NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED o 5 I CONCRETE PAD LIGHT BASE AND
THE CASE OF CONFLICTS, THE STANDARDS AND SPECIFICATIONS WITHIN THE SIDEWALK. �' Ili TYPE 1 "JUNCTION BOX
OF THE CITY, OF RENTON SHALL BE USED. 14 ALL STREET LIGHTING CONDUIT V I
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND ULT SHALL HAVE A MINIMUM OF 24� I I I' — — — — PVC CONDUIT (SEE WIRING SCHEDULE)
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS INCHES OF COVER. 1t I I I 11
NECESSARY. FOR UTILITY LOCATE CALL 1-800-424--5555. 15. PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT. I
STREET LIGHT CONTACTOR CABINET BEE
EXISTING LUMINAIRE TO BE
3. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE REPLACED WITH 100' W HPS # I AND FOUNDATION
GRADE OR QUALITY, EXCEPT AS NOTED. ALLL EQUIPMENT M -C -III LUMINAIRE BY CITY: TYKE 1 JUNCTION BOX WITH
FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT , B
FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE CONCRETE PAD
BY THE CITY q
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF I E I 4 I I WIRE NOTE
RENTON TRAFFIC ENGINEER FOR MATERIAL APPROVAL AT THE p A' T - p
EARLIEST POSSIBLE DATE. WIRING SCHEDULE THIS SHEET ONLY CONSTRUCTION NOTE
5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY
AGENCY'S REQUIREMENTS. THE CONTRACTOR SHALL CONTACT
ALL PERTINENT UTILITY AGENCIES FORTY-EIGHT (48) HOURS
BEFORE COMMENCING WORK, AND SHALL COORDINATE THE
WORK WITH UTILITIES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING UTILITIES. THE CONTRACTOR SHALL 'NOTIFY ', THE
AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
DAMAGE.
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON
CONSTRUCTION ENGINEERING DIVISION AT 277 -5570 FOR
INSPECTION PURPOSES TWENTY-FOUR (24) HOURS 'BEFORE
COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT
HAS BEEN EXAMINED' BY THE ENGINEER.
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
MAST
ARM
1.5" PVC (SCHEDULE 40)
2 - #10
/ ? \
1.5" PVC ,(SCHEDULE 40)
2 - #10, 1-#8 BARE
2L
1.5' PVC (SCHEDULE', 80)
2 - #10
A1.5"
PVC (SCHEDULE 40)
2 - #6
2
4" V . SCH
9 +17
21.5' LT
I m Pvc
25'
C I
8. CAUTION - OVERHEAD ELECTRICAL SERVICE LINES ARE NOT
SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY
OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL
FOLLOW PROCEDURES DURING CONSTRUCTION' AS REQUIRED BY
LAW AND REGULATIONS AND TAKE PRECAUTIONS THAT MAY BE
REQUIRED. MINIMUM CLEARANCE FROM OVERHEAD POWER TO
THE STREET LIGHT STANDARDS IS 10 TO 16 FEET, DEPENDING ON
VOL TAGS.
9. MAINTAIN CLEARANCES FROM SUCH FEATURES SUCH AS
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND
ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS
SHALL BE 10 -FEET, MINIMUM CLEARANCE FROM CURB 30- INCHES.
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
MOUNTING
HEIGHT*
MAST
ARM
CIRCUIT
NO.
REMARKS
1
7 +67
21.5' LT
100
25'
6'
EX. A -1
6TH ST
2
BELLEVUE,. WASHINGTON 98004:
9 +17
21.5' LT
100
25'
6'
EX. A -1
6TH ST
3
1 SPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING, TYPE 1 JUNCTION BOX.
10 +64
21.5' LT
100
25'
6'
EX. A -1
6TH ST
4
8 +90
21.5' LT
100
30'
6'
EX.
BREMERTON
5
C3>
12+20-
21.5' LT
100
30'
6' -
MERTON
31
euwu T Mh
11
41. LT
0
O'
1
—
,. _:. ;_: I..
'=''
_ -_-
C"D D.H.E.
7 +70
41.5' L
400
40
12'
DUVALL
3a
APPROVED
91-50 1
'W -s, Lr;'
4=
0'
12'
C -2
DRVALL
.#
I
TRANSPORTATION PLANNING
'
DEPARTRIENT OF PuBGIa WORKS
(XLP) INSULATION. CONDUCTOR INSULATION FOR PHOTO CELL
& ENGINEERING, INC.
#
- 7'^
2101 -112TH AVENUE NORTHEAST, SUITE 110
CIRCUIT TO BE THHN,
BELLEVUE,. WASHINGTON 98004:
4
5
EXISTING LUMINAIRE TO BE
.:
-7180
REPLACED WITH 100 W HPS
THE ORCHARDS DI V 2
I ADDtTD CdAISrRcICTioA!
1 SPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING, TYPE 1 JUNCTION BOX.
M -C -III LUMINAIRE BY CITY
_
pC °uiFlu�rroivs
*All.Al.
NO. - FtEvo ON .Y'
CONTINUITY
ANY DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL'
1 j .
I:
CITY OF RENTON
10. ALL CONDUCTORS FOR STREET LIGHTING TO BE TYPE USE -RHH
*STAND RD DA POLE; S STR L HTING D ILS
£X, A -�
DEPARTRIENT OF PuBGIa WORKS
(XLP) INSULATION. CONDUCTOR INSULATION FOR PHOTO CELL
f j
- 7'^
CIRCUIT TO BE THHN,
4
.:
THE ORCHARDS DI V 2
11. AND MEGGER TEST S SHALL BE CONDUCTED AND
1 SPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING, TYPE 1 JUNCTION BOX.
-
OMAN
ILL UA" MAN
CONTINUITY
ANY DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL'
1 j .
I:
R.M.H.
5r1 -96
C3>
ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS .
CONDUIT AND SWEEP CONDUIT INTO NEW 1 JUNCTION X:
2 LOCATE EXISTING 4 B0
O
;' —_
i
J
— - #,
-
euwu T Mh
DATE
No.'
�9� ®,.
ryae-t
_
— -- --
s i
—
,. _:. ;_: I..
'=''
_ -_-
C"D D.H.E.
-fCALE 1 " =40'
reo soa�_PA4
_.
APPROVED
f1E8T C31 OF
Cfh; T
2 a4&.f-
SCANNED MAR 3 0:20
H
x
c
a
B
o
°z
�4
661
H
x
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a
B
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SERVICE CABINET
SERVICE do
CIRCUIT NO.
31IZe. W I Wt. d3 N. KUh. 5 E. W.M.
BRANCH
BREAKER
CONTACTOR
SERVICE
100 AMP
A2"
—
C -1
I
1-5" PVC (SCHEDULE 40)
0 AMP
C -2
2 _:
m 2
i�
2 - #1 , 1 -# ARE
P
NE 8TH ST.
2 - #10
b
PVC (SCHEDULE 40)
2 - #10, 1 - #8 BARE
- _—
1.5" PVC (SCHEDULE 80)
2 - #10
6'
7 a
2-
21
10+500
2
- - - -- -
6 27
15
16 17
1
- -
8TH ST
— 25
I APPR. I
-- 4
5 5
7C
4
- -- —
5
w
_ -- — — —
9 11 12 13
14
5 4 I s
4
z
00 '
5 I
'
A4ATCHLINE STA. 6 +50 16 17 1 18 + 19 20
SEE SHEET C32 I
j
( �� 3 7 TRACT
2i 22 2 \ 105
23 \
-
6'
C -1
8TH ST
Ln
rao s _PAW_
13 +90
21.5' RT
100
25'
4
w
NE 8TH PL. i
8TH ST
I I
I
NE 8TH PL
15 +60
1 1 1
t
1
6'
C -1
WIRING SCHEDULE —
THIS SHEET ONLY
17 +30
SERVICE CABINET
SERVICE do
CIRCUIT NO.
MAIN
BREAKER
BRANCH
BREAKER
CONTACTOR
SERVICE
100 AMP
A2"
—
C -1
I
1-5" PVC (SCHEDULE 40)
0 AMP
C -2
PVC (SCHEDULE 40)
2 - #1 , 1 -# ARE
P
h N
C n n
I 7
3 7
*\ 5 �
MA TCHL -11-!
II
STA, 18.17 I I,
THIS SHEET
•
0 2.0 19 s
790 • ��- ,�sfr6
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
A2"
PVC (SCHEDULE 40)
3 - #2 (SERVICE)
19
1-5" PVC (SCHEDULE 40)
2 - #6, 2 #10, 1 - #6 BARE
O1.5"
PVC (SCHEDULE 40)
2 - #1 , 1 -# ARE
A1
-5" PVC (SCHEDULE 40)
2 - #10
Q1.5"
PVC (SCHEDULE 40)
2 - #10, 1 - #8 BARE
A6
1.5" PVC (SCHEDULE 80)
2 - #10
6'
1.5" PVC (SCHEDULE 40)
2-
N h
N
N
REFER 1D ThE ILLvpAtNAno:I °'.°o'a — ,
I1 W FeAKe5r CRCSTe APAR.TPAENTS , PA-Tel)
" 14, 1497 FoK tLLvMttJATIop oea
CAST SLOE OF DVV141.L "E NP"GAST,
tI}15 3 -50x Is THE 5PU0€ Po tNr F-olL
TW FOPAEfr GRcsTE SV5TVA . t"
CONSTRUCTION NOTE
O1 INSTALL FOUNDATION AND SERVICE CABINET AT STA. 17 +27. 29' RT.
0 20 40 so
4
�w
7 5 d
(n U
7 5 w w
Zw
5 7 N
w
q Q w
POLE SCHEDULE — THIS SHEET ONLY TRANSPORTATION PLANNING
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
MOUNTING
HEIGHT*
MAST
ARM
CIRCUIT
I NO.
REMARKS
19
7 +10
21.5' RT
100
25'
6'
C -1
8TH ST
20
AA*
8 +80
21.5' RT
100
25'
6'
C -1
8TH ST
21
10+500
21.5' RT
100
25'
6'
C -1
8TH ST
22
I APPR. I
26 +55
21.5' LT
100
25'
6'
C -1
BREMERTON
23
q
12 +20
21.5' RT
100
25'
6'
C -1
8TH ST
24
rao s _PAW_
13 +90
21.5' RT
100
25'
6
C -1
8TH ST
25
15 +60
21.5' RT
100
25'
6'
C -1
8TH ST
26
17 +30
1 21.5' RT
100
25'
6'
C -1
8TH ST
27
25 +70
41.5' LT
400
40'
12'
C -2
DUVALL
28
22 +10
41.5' LT
400
40'
12'
C -2
DUVALL
29
18 +50
41.5' LT
400 1
40'
1
12'
C -2
DUVALL
30
14 +90
41.5' LT
400 1
40'
12'
C -2
DUVALL
• STANDARD DAVIT POLE, SEE STREET LIGHTING DETAILS
a ;
ROLL 159
o d
y
IQ
,r
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
WA
BELLEVUE, WASHINGTON 98004
_ 4
TE ) 455- FAX 3 -7
e
I
Av ®es b#AXrAVCn•Af
AA*
y -,6 -48
a
�. �0, STE 7ERf' ���
'Q%OWL ENO
Moo�Pa 4F710Ads
nw,res 9/3 /B7
T -I -9(.
NO.
fa-4111"
BY
I APPR. I
DATE
CITY OF RENTON
Mp�ty
DEPARTMENT OF PUBLIC WORKS
y
THE ORCHARDS DI V. 2
q
ILLUMINA TION PLAN
T ,p 7070 Q ��
ISTE
DATE 5 -1 -96
FIE tiv C33
EWM 01/31/07
DRAMJ
D.H.E.
=ALE 1'=40'
rao s _PAW_
APPROVED
MEET C33 OF 38
o d
y
IQ
,r
5hU. lU I WN. 23 N. HGt. 5 t. W.M.
1
STREET LIGHTING NOTES
1. ALL WORK SHALL BE IN ACCORDANCE 'WITH THE CITY OF RENTON
STANDARD SPECIFICATIONS AND THESE PLANS AND -THE LATEST
EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
AND MUNICIPAL CONSTRUCTION BY WSDOT AND APWA
WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO - OBTAIN COPIES OF THESE DOCUMENTS. IN
THE CASE OF CONFLICTS, THE STANDARDS AND SPECIFICATIONS
OF THE CITY OF RENTON SHALL BE USED.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY. FOR UTILITY LOCATE CALL 1 -800- 424 -5555.
3. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE
GRADE' OR QUALITY, EXCEPT AS NOTED. ALLL EQUIPMENT
FURNISHED SHALL BE GUARANTEED' AGAINST COMPONENT
FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE
BY THE CITY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF
RENTON TRAFFIC ENGINEER FOR MATERIAL APPROVAL AT THE
EARLIEST POSSIBLE DATE.
5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY
AGENCY'S REQUIREMENTS. THE CONTRACTOR SHALL CONTACT
ALL PERTINENT UTILITY AGENCIES FORTY-EIGHT (48) HOURS
BEFORE COMMENCING WORK, AND SHALL COORDINATE THE
WORK WITH UTILITIES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
AFFECTED UTILITY COMPANY AND THE !CITY IMMEDIATELY UPON
DAMAGE.
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON
CONSTRUCTION ENGINEERING DIVISION AT 277 -5570 FOR
INSPECTION PURPOSES TWENTY -FOUR 1'241 HOURS BEFORE
POLE
ID NO.
POLE
LOCATION
NO.
1
CONDUCTORS
MAST
ARM
1.5" PVC (SCHEDULE 40)
2 - #10
5
— — —
-14
5
I
l6 4
- - -- -.
4..
R�
2 - #10
2
1.5" PVC (SCHEDULE 40)
2 - #6
e'
3
2 - #6
6'
EX. A -1
--
10
—
5
21.5' LT
3
/
12
YL —:-'_ _
—
4
— —
8 +90
21.5' LT
100
30'
6'
EX.
-
--
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
12 +20
21.5' LT
- - -- -
-- _ -- -
COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK
z
BREMERTON
31
AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED
41.5' LT
15' WIDE
UTILITY
40'
12'
BY THE POWER COMPANY.
DUVALL
z;
15' WIDE UTILITY,
INGRESS /EGRESS ESM 'T.
13.
NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED
400
ESM'T REC.
N O. 3070ia9
4
5
I I
WITHIN THE SIDEWALK.
33
ORG. REC. NO. 5922910
CORRECTED NO. .REC.
5947064
I
41.5' RT
400 40'
12'
NE 6TH
ST.
14.
--
m
30
I!
STREET LIGHTING NOTES
1. ALL WORK SHALL BE IN ACCORDANCE 'WITH THE CITY OF RENTON
STANDARD SPECIFICATIONS AND THESE PLANS AND -THE LATEST
EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
AND MUNICIPAL CONSTRUCTION BY WSDOT AND APWA
WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO - OBTAIN COPIES OF THESE DOCUMENTS. IN
THE CASE OF CONFLICTS, THE STANDARDS AND SPECIFICATIONS
OF THE CITY OF RENTON SHALL BE USED.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY. FOR UTILITY LOCATE CALL 1 -800- 424 -5555.
3. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE
GRADE' OR QUALITY, EXCEPT AS NOTED. ALLL EQUIPMENT
FURNISHED SHALL BE GUARANTEED' AGAINST COMPONENT
FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE
BY THE CITY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF
RENTON TRAFFIC ENGINEER FOR MATERIAL APPROVAL AT THE
EARLIEST POSSIBLE DATE.
5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY
AGENCY'S REQUIREMENTS. THE CONTRACTOR SHALL CONTACT
ALL PERTINENT UTILITY AGENCIES FORTY-EIGHT (48) HOURS
BEFORE COMMENCING WORK, AND SHALL COORDINATE THE
WORK WITH UTILITIES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
AFFECTED UTILITY COMPANY AND THE !CITY IMMEDIATELY UPON
DAMAGE.
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON
CONSTRUCTION ENGINEERING DIVISION AT 277 -5570 FOR
INSPECTION PURPOSES TWENTY -FOUR 1'241 HOURS BEFORE
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
MAST
ARM
1.5" PVC (SCHEDULE 40)
2 - #10
1
— — —
7 +67
:0
I
2 - #10, 1 - #8 BARE
6'
1.5" PVC (SCHEDULE 80)
2 - #10
2
1.5" PVC (SCHEDULE 40)
2 - #6
21.5` LT
EX. 4" PVC (SCHEDULE 80)
2 - #6
6'
EX. A -1
6TH ST
3
5
21.5' LT
100
D
12
EX. A -1
6TH ST
4
m
8 +90
21.5' LT
100
30'
6'
EX.
BREMERTON
12.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
12 +20
21.5' LT
100
30'
COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK
z
BREMERTON
31
AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED
41.5' LT
400
40'
12'
BY THE POWER COMPANY.
DUVALL
z;
13.
NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED
400
o`
4
EX. A -1
WITHIN THE SIDEWALK.
33
O0 r rn
I
41.5' RT
400 40'
12'
o €01
DUVALL
14.
ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24
INCHES OF COVER.
1; _
15.
PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT. EXISTING LUMINAIRE
TO BE
REPLACED WITH
100 W HPS
M -C -III LUMINAIRE
BY CITY.
WIRING SCHEDULE - THIS SHEET ONLY
I '
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
MAST
ARM
1.5" PVC (SCHEDULE 40)
2 - #10
1
— — —
7 +67
21.5' LT
1.5" PVC (SCHEDULE 40)
2 - #10, 1 - #8 BARE
6'
1.5" PVC (SCHEDULE 80)
2 - #10
2
1.5" PVC (SCHEDULE 40)
2 - #6
21.5` LT
EX. 4" PVC (SCHEDULE 80)
2 - #6
42'
4 I,
I'
z
0
0
0
� 4 I
C
IF 6
F_ N ;I
ol00 D
Z
m
6
COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT I ,
HAS BEEN .EXAMINED BY THE ENGINEER. Tab-223607
'
POLE SCHEDULE - THIS SHEET ONLY
SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY
OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL
FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY
LAW AND REGULATIONS AND TAKE PRECAUTIONS THAT MAY BE
REQUIRED. MINIMUM CLEARANCE FROM OVERHEAD POWER TO
THE STREET LIGHT STANDARDS IS 10 TO 16 FEET, DEPENDING ON
VOL TA GE.
I 9. MAINTAIN CLEARANCES FROM SUCH FEATURES SUCH AS
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND
ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS
SHALL BE 10 -FEET, MINIMUM CLEARANCE FROM CURB 30- INCHES.
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
MOUNTING
HEIGHT*
MAST
ARM
CIRCUIT
N0.
REMARKS
1
— — —
7 +67
21.5' LT
100
25'
6'
EX. A -1
6TH ST
2
CONCRETE PAD
9 +17
21.5` LT
100
25'
6'
EX. A -1
6TH ST
3
10 +64
21.5' LT
100
25'
6'
EX. A -1
6TH ST
4
1
8 +90
21.5' LT
100
30'
6'
EX.
BREMERTON
5
12 +20
21.5' LT
100
30'
6'
EX.
BREMERTON
31
11 +30
41.5' LT
400
40'
12'
EX. A -1
DUVALL
32
7 +70
415 LT
400
40'
12'
EX. A -1
DUVALL
33
9 +50
41.5' RT
400 40'
12'
EX. A -1
DUVALL
1
I !'
a
I
EXISTING LUMINAIRE TO BE
REPLACED WITH 100 W HPS
M -C -III LUMINAIRE BY CITY
10. ALL CONDUCTORS FOR STREET LIGHTING TO BE TYPE USE -RHH * STANDARD DAVIT POLE, SEE STREET LIGHTING DETAILS
(XLP) INSULATION. CONDUCTOR ,INSULATION FOR PHOTO CELL ?-
CIRCUIT TO BE THHN.
11. CONTINUITY AND MEGGER TESTS SHALL BE CONDUCTED AND 1O SPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING TYPE 1 JUNCTION BOX.
ANY DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL -
ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS.
07'
14
42'
1 3 - aT•c 1
42'
10
9
�IG
MATCHLINE STA. 14 +50
SEE SHEET C -33
v
s 0
d
SCALE: 1 " = 40'
0 0 0 0
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P 3073D
O REGI Ek�`"�
f'SS'ONAL ENS\
EXPIRES 01/31/99 -,
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
BELLEVUE, WASHINGTON. 98004
TEL. (206) 455 -5320 FAX (206) 453 -7180
LEGEND
TYPE M -C -3 H.P.S. LUMINAIRE, ARM
�(
AND ALUMINUM DAVIT STYLE POLE
FED
CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTION BOX
— — —
PVC CONDUIT (SEE WIRING SCHEDULE)
®
STREET LIGHT CONTACTOR CABINET
AND FOUNDATION
9
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
90
"1
ao
WIRE NOTE
o OCONSTRUCTION
NOTE
�l ARA y
P 3073D
O REGI Ek�`"�
f'SS'ONAL ENS\
EXPIRES 01/31/99 -,
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
BELLEVUE, WASHINGTON. 98004
TEL. (206) 455 -5320 FAX (206) 453 -7180
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