HomeMy WebLinkAboutzT-2312Sets �
�o
z
TRO- 4,i-.Ptn
F
x
N
Z
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.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK
AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED
BY THE POWER COMPANY.
13. NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED
WITHIN THE SIDEWALK.
14. ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24
INCHES OF COVER.
15. PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT.
WIRING SCHEDULE
RUN
c�
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
A1.5"
PVC (SCHEDULE 80)
STREET LIGHTING NOTES
2 �
1.5" PVC (SCHEDULE 40)
2 - #6, 1 - #8 BARE
Z3
°J
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARD SPECIFICATIONS AND THESE PLANS AND THE LATEST
AND FOUNDATION
35
EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
9
AND MUNICIPAL CONSTRUCTION BY WSDOT AND APWA
400
' WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF
8'
THE CONTRACTOR TO OBTAIN COPIES OF THESE DOCUMENTS. IN
36
THE CASE OF CONFLICTS, THE STANDARDS AND SPECIFICATIONS
2O +34
OF THE CITY OF RENTON SHALL BE USED.
a_ z
Q
1
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND
tl
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
LLJ
NECESSARY. FOR UTILITY LOCATE CALL 1- 800- 424 -5555.
Z
w p
U Q
3. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE
Z
GRADE OR QUALITY, EXCEPT AS NOTED. ALLL EQUIPMENT
~
FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT
w
FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE
J
� J
BY THE CITY.
O
L`
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
0 o
WORK WITH UTILITIES THROUGHOUT THE PROJECT.
LL_ Y
ZO
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
O �Q
EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
H 2
AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
z a s
DAMAGE.
W
O 0, E
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
`om
HAS BEEN EXAMINED BY THE ENGINEER.
8. CAUTION - OVERHEAD ELECTRICAL SERVICE LINES ARE NOT
>a�
SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE
s°
FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY
G
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
v°
VOLTAGE.
s �
�o
z
TRO- 4,i-.Ptn
F
x
N
Z
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.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK
AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED
BY THE POWER COMPANY.
13. NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED
WITHIN THE SIDEWALK.
14. ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24
INCHES OF COVER.
15. PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT.
WIRING SCHEDULE
RUN
LEGEND
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
A1.5"
PVC (SCHEDULE 80)
2 - #6
2 �
1.5" PVC (SCHEDULE 40)
2 - #6, 1 - #8 BARE
Z3
1.5" PVC (SCHEDULE 40)
2 - #6
POLE SCHEDULE
POLE
NO.
LEGEND
POLE
LOCATION
TYPE M -C -3 H -P_S. LUMINAIRE, ARM
j�
AND ALUMINUM DAVIT STYLE POLE
MAST
ARM
CONCRETE PAD LIGHT BASE AND
34
TYPE 1 JUNCTION BOX
13 +30
PVC CONDUIT (SEE WIRING SCHEDULE)
®
STREET LIGHT CONTACTOR CABINET
6'
AND FOUNDATION
35
TYPE 1 JUNCTION BOX WITH
9
CONCRETE PAD
400
WIRE NOTE
8'
CONSTRUCTION NOTE
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
MOUNTING
HEIGHT*
MAST
ARM
CIRCUIT
NO_
34
2749H
13 +30
37.5' RT
400**
40'
6'
EX. C -2
35
2747H
16 +89
41' RT
400
40'
8'
EX. C -2
36
2745H
2O +34
41' RT
400
40'
8'
EX_ C -2
37
1 2743H
1 23 +90
41' RT
400
40'
8'
JEX. C -2
* STANDARD DAVIT POLE, SEE ILLUMINATION DETAILS
** INSTALL HOUSE -SIDE EXTERNAL LIGHT SHIELD ON THIS LUMINAIRE.
w I
w
W
(n —
H=- DI ALL AVE. N. E.
I �
L
04
04
Z
0
3
U)
I -
W------------
Z -
J
U I
H
a
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
BELLEVUE, WASHINGTON 98004
TEL. (206) 455 -5320 FAX (206) 453 -7180
NOTES:
1. ALL FEATURES SHOWN FOR N.E. 8TH ST.
ARE APPROXIMATE AND ARE NOT SURVEYED
LOCATIONS, INCLUDING THE EXISTING
CENTERLINE, EDGE OF PAVEMENT, RADIUS
AND ELECTRICAL SERVICE CABINET.
2. ALL EXISTING LIGHT STANDARD, JUNCTION BOX
AND CONDUIT LOCATIONS SHOWN ARE
APPROXIMATE AND ARE NOT SURVEYED
LOCATIONS.
9
QPC £
kF -RfkE�4'� P�f, Cf01
CI ST
SS�ol ENS' ro-a-97 CNAL ENG
AL
EXPIRES 9/5/9] EXPIRES 01/31/99
IJ
E;
� v]
i
i co
W
z
CONSTRUCTION NOTES Ammmr--1
APPROVED
OSPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING APPROVED
TYPE 1 JUNCTION BOX. R
DUVALL AVE. N.E.
-
=T
_A3
r j
410
H
W
W
V)
U)
I-
I
0
to
04
N
Z
0
I
w
Z
J
Z
0
Q Z
Z Q
7 L
3
FZ
Z
Q
W �s
N
N U�
W <-
U
ZQN
I- 0 <0
T o Fg
T IAN,
O
rn
i
a
a
0
m
I
M
a
0
w
z
0
x
d
00
ro
00
Lj
3
w
0
0
M
w
N
w
a
Li
Li
0
0
0
R066797
PROJECT NO.
RMH
DRAWN BY
5 -19 -97
ISSUE DATE
y
SHEET REVISION
ti
�yd
�i
L I
IVIL ENGINEERING AND
PLANNING CONSUL 1 AN T S
Cam; 7- 2,1201
I
g fii..
Il
�yd
I
a
H
fli
n
I hri
°i o J
ui � °
iu Y �
,,,
� J
Q �
W W
f- �
� Z
U �
Q
(j Z
W �
� �
� J
O J
L.�
• • '!ru • n "li
/i, ; �//
SPLICE KIT
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSIconcrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
eztensiiinboxes.
Wheh noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
'I Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
I Load Test.
JUNCTION BOX DIMENSION TABLE
ITEM
BOX TYPE
TYPE :1 '' 'TYPE
ALIERNAIE A ALIFRtdAiE B'
2
A Box OutsiHe len th
'.22'
22"
33"
8 Box Outside Width
'17"
17"
22 1 2"
C Box Inside Len th
18"
19"
28"
D Box Inside Width
'.13"
� 14"
17"
E Lid Len 'th
''.18"
18"
26 1 2°
F Lid - :Width
:'.13"
'. 13"
17"
G Box De':th
,..12"
'12"
12"
H Lid &Frame De th
5 16"
5.16"
'.5 16" ''.
J WDII Thickness Min.
1 1 2°
1 1 2"
1 1� 2"
K Wire Reinforcement
'�. W -3
W -2.5
W 2.5
L Le end ':
See Detail
SeeDetail
See Detail
i i
L-�t�
4ILll�
PLANNEW
1
,. T -
y- �_ -,
1�- 4 -7 f 8 " -�
I
ELEVATIONVIEW
-•
LOAD LINE
1/4" FUSE 1 /4"
1 �8" QO o 1 �8"
♦
•Lid
ITEM
Box
MATERIALS
60DO PSI concrete) See Notes
SHEET REVISION
I n.
e�
� �; _/
� � I li.
v
Frame.
Diamond Plate Steel A786
Su ort
i 8'Vkrt. "rck -5,� ,,, -L N �.
Y ADOPTED
CTI7 OF�'.RENTON
I � ' *
Form L H lh', 1/8" Weld
Beaa G d ff Domond
Patt b f forming
I •Lid
� ADOPTEDI
I C11'1 OF RENTON
� �
®
Diamond Plate Steel - A786
re
leudrs.
Standard plans
N IST .DATE: 17/5/96
CUTTING RINGS
i
Anchors
Steel Wire or .:Tee Pla[e'
DATE ' REVISION
6•caAV> =L -PAD
CpAPACTEO
�,o Remtorcement ASTM A- 82;.Steel
°= �'GP,LVANIZED 5'tEEL
Y �G TYPICAL JUNCTION BOX INSTALLATION DETAILS
zo E
i�
� 0 ua EUSE KIT' LEGEND DETAIL (Mark L) I-"° =I IL"®il m *YPE r Box
.o uJ I
z �a
I— '
W ��
v � �' a
��
.��I,:
I! \E
CN
��� c °'
o � I
d�
?� � DATE REVISION,
iQ°
� �§�
6��';
z
O
'_ L ®®
I' i
I
/ ®I
�� =�
u c ° °��
SIDEWALK
CURB
BROADWAY
CL PL
CURB 44'
SIDEWALK 37:5'
�� R/W LINE 34'
1L0' MIN.
CLEARANCE FROM DRIVEWAY `
' ''f• I
H 25" 30' 35' 40'
SL 18' -3" 23' -3 "' 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219 1' -2"
TAPERED ALUM. POLE 2' TO 4'
'T' WALL ALLOY 6063 —T6 OVERHANG �
SATIN GROUND FINISH
'H'
HANDHOLE 4 "x6" 'SL'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6"
." `�
TRENCH
LOCATION
TYPICAL STREET CROSS SECTION
LIGHT BASE AND JUNCTION BOX LOCATIONS
� O ADOPTED
CTTY OF RENTON
Standard. plans
rlq A� a � • �� /.: P N t � LST DATE: 5/91
DATE REVISION BY APPR'D DWG. NAME: JR -35 SP PAGE: J014
i
� �n
�,
+ �F'
SIGNALS
LIGHTING
� SIB,'
J
p TYPE tr eox
° " ° ^'''`°`°
ISSUE DATE
TS-I LT
� -•
HOOK DETAIL PLAN STIABCLS
a"`"'°""�I
SHEET REVISION
TELEMETRY TRArPIC
sICNALisnrEM LIicEND
� � I li.
v
FUSE KIT & SPLICE KITDEfAILS
1
N
JUNCTION BOX DETAILS
Y ADOPTED
CTI7 OF�'.RENTON
I � ' *
Form L H lh', 1/8" Weld
Beaa G d ff Domond
Patt b f forming
L T�
I�
� ADOPTEDI
I C11'1 OF RENTON
� �
®
sc�aara Ptad>3
re
leudrs.
Standard plans
N IST .DATE: 17/5/96
.ILLUMINATION
SYSTEM .LEGEND.
1,.5"1`DATE: 1',.1:/8,9. i
�� DWG. NAMEJR -12 SP PAGE:J013
BY APPR'
DATE ' REVISION
BY APPR
DWG. NAME: JR 36 SP PAGE:�J016
i
'_ L ®®
I' i
I
/ ®I
�� =�
u c ° °��
SIDEWALK
CURB
BROADWAY
CL PL
CURB 44'
SIDEWALK 37:5'
�� R/W LINE 34'
1L0' MIN.
CLEARANCE FROM DRIVEWAY `
' ''f• I
H 25" 30' 35' 40'
SL 18' -3" 23' -3 "' 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219 1' -2"
TAPERED ALUM. POLE 2' TO 4'
'T' WALL ALLOY 6063 —T6 OVERHANG �
SATIN GROUND FINISH
'H'
HANDHOLE 4 "x6" 'SL'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6"
." `�
TRENCH
LOCATION
TYPICAL STREET CROSS SECTION
LIGHT BASE AND JUNCTION BOX LOCATIONS
� O ADOPTED
CTTY OF RENTON
Standard. plans
rlq A� a � • �� /.: P N t � LST DATE: 5/91
DATE REVISION BY APPR'D DWG. NAME: JR -35 SP PAGE: J014
i
� �n
�,
+ �F'
�t
f < I
�
Il�f y ',
� 9° r
t �1
r
sfi � _
�� i I � ,. I , 9 '�
4 � t �I Ia
'16
ISSUE DATE
j i i
� -•
"�
SHEET REVISION
� �
� 1 � �
ti � �'„
� � I li.
v
1
N
w
DUVALL AVE. N.E.
POLE 34
DUVALL AVE. N.E.
POLES 35, 36 AND 37
L
a
,�� `` Ctr
'� r ill' I
` i
I Ipl i 711u
€I I
I oPPp H A�,yc� ��PM�pRrr� y�
�, ���
h �
4
"opQe R fC1� E fo \�4.�? �. 9�e gt,030T RED \���?
''.. SS /ONAL:EN�' (P'li-�I'7 SS /ONAL ECG
E%PIRE6 9/5/97 E %PIRES. O1 /S7/88-
r- �ae�o2
F �
Q Q
� 0
J
r
rYJI
W'
U,
uT
r
rn
r
I
7
0
m
f�
0
i
I:i
z I
a II
m
w
0
M
W
d N r_
3� N
]� �
a
I't w
3n Y
Q
'�.a a
0
z
a
0
R066797
PROJECT NO.
DRAWN BY
5 -19 -97
ISSUE DATE
/
SHEET REVISION
VI
1
1
N
w
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2101 -112TH AVENUE NORTHEAST, SUITE 110
' BELLEVUE, WASHINGTON 98004
TEL. (206) 455 -5320 FAX (206) 453 -7180
i..
II Ii I
,I I �II , II I,; ,I
I
Il; � b� t � �t �I91 �, +I I I
lif
' I J�,(If�' � �1 �a� I
I "i�'fr Il'�I" I ��„ -
I I.
� __
�_