HomeMy WebLinkAboutT-230003R/W LINE
TYP CONC. PAD
lyl�- SIDEWALK
CURB
I
ROADWAY
I
1 {� CURB
�.._ _.. -�.... / � SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
H 25' 30' 35' � -40'
SL 18 3' 23' 3'. _28 3° 33 3'I
T 0.188_ 0 188 1 0 219 0,219.
4
TAPERED 0 VER 1
T'ALL ALL ROLE N _.� ANG i' -2' S'
SArIN GROUND FINISH
-- HANDHOLE 4'x6' 'SL'
OPE "JING W /COVER
& S.S. SCRLWS,
L GROUND LUG
[ INSrDE POLE
6
TRENCH LOCATION
TYPICAL STREET CROSS SECTION
LIGHT BASE AND JUNCTION BOX LOCATIONS
CIRCUIT WIRES TO LIGHTING RUNS 1
PHOTO -CELL TO GROUND
MOUNTED ON WIRING COLOR CODE ROD
NEAREST A. WHITE JACKET (NEUTRAL)
LUMINAIRE B. BLACK JACKET (LIND
C, GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
STREET LIGHTING CONTACTOR
^ "C.4B1NET SCHEMA TIC
JUNCTION 9CX
STREET L..IGHTING CONTACTOR
CABINET
ARM LENGTH
WIRING SCHEMATIC
NOTES:
1
TYPE III SfF ,VICE 120/240
VOLT
4'
_ -e _ _I
B
ITEM
TYPE
_
100 A MAIN100 A MAIN
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
2
ALTERNATE A ALTERNATE B
TYPE 2
2 PO20
150 WATTS
Boxes shall be 28% minimum of overall thickness.
Box Outside length
22" 22"
33"
ULWJ
Lid support members shall be welded to the frame.
Box Outside Width
17" 17"
22 1/2"
4'
A
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
Box Inside Length.
_
18" 19'
^' L-
wire fabric welded to the frame.
2 P
13" 14'
_28" _
1%"
m °
:�`
,�� 4 �
When noted in the contract. Type 2 and Type 3 Boxes sholl be provided with 12" deep
Lid Length
18" _ 18" _26
13"
Q2"
11'
BRANCH
_ _ € -
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
Lid Width _
Box Depth
13"
12 12
--
�
- `-- _ m" -- -
gage divider plate complete with as eners.
5232C
120/216
5 /16
_12
5/16"_ -
--
- -- - - - -- --
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
--
Wall Thickness (Min.
. -5/16
1 1/2 1 1/2"
1 1/2°
4'
PLAN VEW
Load Test.
DAVIS AVE ';
TEST
CONTRACTOR CABINET #0005 - LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS
STREET LIGHT POLES STA 6 +43.7, 17'RT
SWITCH
15 A 20 A
B
A
C
B
TERMINAL
B
B
t(G
BLOCK
B
B
B
A UTIPLU
A
A A
STREET LIGI-
_
_
CONTACTORS
CIRCUIT WIRES TO LIGHTING RUNS 1
PHOTO -CELL TO GROUND
MOUNTED ON WIRING COLOR CODE ROD
NEAREST A. WHITE JACKET (NEUTRAL)
LUMINAIRE B. BLACK JACKET (LIND
C, GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
STREET LIGHTING CONTACTOR
^ "C.4B1NET SCHEMA TIC
JUNCTION 9CX
DIMENSION TABLE
MH
ARM LENGTH
Y A __
NOTES:
1
BOX TYPE
25'
4'
_ -e _ _I
All dimensions are minimum. Exact configurations vary among different manufacturers.
ITEM
TYPE
_
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
2
ALTERNATE A ALTERNATE B
TYPE 2
4'
150 WATTS
Boxes shall be 28% minimum of overall thickness.
Box Outside length
22" 22"
33"
'T -ter - _ter
Lid support members shall be welded to the frame.
Box Outside Width
17" 17"
22 1/2"
4'
x
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
Box Inside Length.
_
18" 19'
^' L-
wire fabric welded to the frame.
Box Inside Width
13" 14'
_28" _
1%"
m °
:�`
,�� 4 �
When noted in the contract. Type 2 and Type 3 Boxes sholl be provided with 12" deep
Lid Length
18" _ 18" _26
13"
Q2"
11'
_ _ € -
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
Lid Width _
Box Depth
13"
12 12
--
�
- `-- _ m" -- -
gage divider plate complete with as eners.
5232C
Lid & Frame Depth_
5 /16
_12
5/16"_ -
--
- -- - - - -- --
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
--
Wall Thickness (Min.
. -5/16
1 1/2 1 1/2"
1 1/2°
4'
PLAN VEW
Load Test.
A �I VARIABLE
° K
Da 0
ITEM MATERIALS I 4
Box_ 6000 PSI concrete (See Notes ELEVATION MEW
• Frame _Diamond Plate Steel - A786
• Lid Support 1LTMin. Thick Steel C, L or T. - A36
• Lid Diamond Plate Steel - A786 FRONT VIEW SIDE VIEW
Anchors Steel Wire or Tee Plate - _ -
Reinforcement ASTM A -82 Steel TYPICAL LIGHT BASE AND JUNCTION BOX
*GALVANIZED STEEL CONCRETE PAD
MIN Mme' Max.
6" GRAVEL PAD 3' -0'
COMPACTED
_�I',. •° age ,<saa
TYPICAL JUNCTION BOX INSTALLATION DETAILS
NM
LEGEND DETAIL k L) - -= —� - _ -. - -._
L___ J I- DE
SIGNALS FRDNT VIEW SIDE VIEW
LIGHTING TYPICAL JUNCTION BOX °B'
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND f-{j° TYPE •I• eox CONCRETE PAD
L TYPE •u• BOX
c HOOKOOK DETAIL PLAN SYMBOLS
= (z Hooka Per ue) h 40' .{ � 3'-0'
.{
Form- Letters with 1 /8' Weld —_
4
Bead. Grind off Diamond
Pattern before forming '- N "�
letters. ILLUMINATION SYSTEM LEGEND L H L
FRONT VIEW SIDE VIEW
JUNCTION
JUNCTION BOX DETAILS TYPICAL CONCRETE PAD X 'G°
TYPICAL CONCRETE PAD DETAILS
l IIAA1A1A1Pr_ cr1- A4F`nIII F—
POLE I.D.#
POLE LOCATION
MH
ARM LENGTH
LUMINAIRE
C.R. POLE ID off
1
STA 2 +28.4, 25' LT.
25'
4'
150 WATTS
5228C
2 - #8 TH,W CU.
S. 20th PLACE
2" PVC - SCH. 40
2
STA 3 +96.6, 25 R
25'
4'
150 WATTS
5229C
S. 20th PLACE
3
STA 5 +54.5, 25' R T
25'
4'
50 WATTS
52306
DAMS AVE S.
4
STA 7 +41.7, 23 LL
25'
4'
150 WATTS
5231C
S. 21st ST
5
STA 1 +12.5, 25 R
25'
4'
150 WATTS
5232C
DAVIS AVE S.
6
STA 3 +20.0, 25 RT.
25
4'
150 WATTS
5234C
DAVIS AVE ';
CONTRACTOR CABINET #0005 - LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS
STREET LIGHT POLES STA 6 +43.7, 17'RT
NOTES
1. INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT
HP SODIUM VAPOR /LUMINAIRE & 1 AMP - 25 MOUNTING HEIGHT
LUMINAIRE TO BE M - C - ll DISTRIBUTION FLAT LENS - GE
M25OA2 W/ CUTOFF OPTICS.
2. INSTALL TYPE "B" JUNCTION BOX.
3 INSTALL STREET LIGHT CONTRACTOR CABINET 1201240 VOLT TYPE 111
GROUNDED NEUTRAL. SERVICE.
PROVIDE CIRCUIT BREAKERS & ONE CONTACTOR CABINET AS SHOWN IN
DETAIL ABOVE.
b�1R wA, G
v1
�AA8470 a�4'
V'' 1
3 ANAL �
F.XPIP.ES 8/22/9Y
1
RO�LL 1419 D32
CONDUIT & WIRING SCHFDULE
RUN NO.
CONDUIT
SCHEDULE
1
2" PVC - SCH. 80
3 - #2 SERVICE
2L
2" PVC - SCH. 40
2 - #8 T H. W CU.
3�
2" PVC - SCH. 80
2 - #8 TH,W CU.
2" PVC - SCH. 40
ToulwA ENGINEERS
WEST VALLEY EXECUTIVE PARK
6632 SOUTH 791ST PLACE, SUITE E -102 ° KENT, WA 98032
PHONE (206) 251 -0665 FAX (206) 251 -0625
PER CITY REVIEW OT 2797
RECOMMENDED
FOR APPRnVAL
T //
R I)AI
nJ[F—
i•
i
_-Z30663
CITY OF RENT ®N
DEPARTMENT OF PUBLIC WORKS
VALLEY WEW ESTATES
STREET ILLUMINATION DETAILS 2
DESIGNED: JOB NO.
DATE: SEP 1996 696 -001 -957
DRAWN: R.D.V SCALE oWC -NO
C.HF -r. MT N. A. 6961LDT2
NO. REVISION BY APPR. WE APPROVED:
SHEET:23 OF_ P4