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¥ I HP SODIUM VAPOR /LUMINAIRE & LAMP - 25' MOUNTING HEIGHT
N — — — LUMINAIRE TO BE M - C - ll DISTRIBUTION FLAT LENS - GE
M25OA2 W/ CUTOFF OPTICS.
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STREET SIGN
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARD SPECIRCAAONS AND THESE PLANS
2. THE LOCA77ONS OF FEA7URES SHOWN ARE APPROXIMATE AND SHALL
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BE V£RIRED IN THE FIELD BY THE CON7RACTOR AS NECESSARY.
J. INSTALL ALL S7REET LIGH77NO MA7ERIALS SHOWN ON THE PLANS,
EXCEPT AS NOTED. ALL MA7ERIALS SHALL BE NEW AND OF THE BEST
AVAILABLE GRADE OR QUAUTY, EXCEPT AS NO70.
I 4. THE CON7RACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
I{ FOR MA7ERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
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5. ALL WORK SHALL BE CONNSTANT WITH U77LITY AGENCY REQUIREMENTS
THE CONTRACTOR SHALL CONTACT ALL PER77NENT U77LITY AGENCIES
FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL
COORDINA7E 7HE WORK WITH THE U71U77ES THROUGHOUT THE PROJECT.
6. THE CON7RACTOR SHALL BE RESPCNSIBLE FOR ANY DAMAGE TO
EXIS77NG UAUA£S THE CONTRACTOR SHALL N077FY THE AFFECTED
U77LITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE.
7 THE CONTRACTOR SHALL NOAFY THE CITY OF RENTON COAISIRUC77ON
ENGINEERING DIVISION AT 277 -5570 FOR INSPEC77ON PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK
SHALL BE COVERED UN77L IT HAS BEEN EXAMINED BY THE ENGINEER.
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SIDEWALK
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rL ROADWAY
11 1 CURB
- - - - -- — SIDEWALK
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10' MIN,
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
2' TO 4'
TAPERED ALUM, POLE OVERHANG 1'-2'�
T' WALL ALLOY 6063 -T6
SATIN GROUND FINISH
HANDHOLE 4'x6' SL'
OPENING W /COVER
& S,S, SCREWS.
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TRENCH LOCATION O ii
TYPICAL STREET CROSS SECTI ❑N
LIGHT BASE AND JUNCTION BOX L OCA TION. S
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 1201240 VOLT
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2 POLE 24410 VOLT
20 A
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B 15A 20A I
TERMINAL
JUNCTION BOX DIMENSION TABLE
A
R ITEM
K
BOX TYPE
TYPE 1
ADBUTE A I AOFRNATE B
TYPE 2
A Box Outside len
22'
1 22"
33"
B Box Outside Width
17"
17"
22 1/2"
C Box Inside Len
18'
19"
28"
D Box Inside Width
13"
14'
17"
E Ud Length
18"
18"
26 1/2"
F Lid Width
13"
13"
17"
G Box Depth
12"
12
12"
H Lid & Frame De
5 16"
5 16"
5/16"
J Wag 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
See Detail
See Detail
ITEM MATERIALS
Box 60D0 PSI concrete See Notes
• Frame Diamond Plate Steel - A786
• Lid Support 1 6961. Thick Sled L or L - AN
• Lid Diamond Plate Steel. - A786
Anchors Steel Wire or Tee Plate
Remlarcenlalt ASTM A -82 Steel
* GALVANIZED STEEL
LEGEND DETAIL (Mark Q 1' No N
SIGNALS T C
LIGHTING J
T
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
Form - Letters with 1/8" Weld
Bead. Grind off Diamond,
Pattern before forming
letters. ILLUMINATION SYSTEM LEGEND
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ELEVATION MEN
2" — �. N Un� 3
YIN
TR
6' GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
ua M TYPE 'r BOX
� L��16. , o TYPE 's' Box
HOOK DETAIL PLAN SYMBOLS
(2 Noulu Pw Lid)
JUNCTION qOX DETAILS
CONDUIT & WIRING SCHEDULE
RUN NO.
CONDUIT
SCHEDULE
10
2" PVC - SCH. 80
3 - #2 SERW_rE
STA 2-1-60 Z4 LT
N. 27TH PL.
2" PVC - SCH. 40
2- #8 T.H.W. CU.
150 WATTS
2" PVC - SCH. 80
2 - A8 T.H.W. CU.
A
3" PVC - SCH. 40
4 - # 12 TH. W,t( PkC )
2 - #8 T.H.W. CU.
Q
2" PVC - SCH. 80
2 - #12 T.H.W. CU.
IL
2" PVC - SCH. 40
2 - #12 T.H.W. CU..e
150 WATTS
D NOTES
NOTES:
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.
4000PSI concrete 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 provide, -with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
7' -0' VARIABLE 3'-0'
0 1 11' -6 101
4 T 1
L lJ �,- - - --
FRONT VIEW SIDE VIEW
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD'
3'-0"
4
I I I
I-
L _ - - -J -
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX 'B'
CONCRETE PAD
4' -0' 3'-0'
a T
I I - • -� I I
L- _____J L__J
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX 'C'
CONCRETE PAD`
TYPICAL CONCRETE PAD DETAILS
l L/MIIUAIRF SC1-4Ff)111 F
POLE I.D.#
POLE LOCATION
MH
Ell
B B B A UTILITY
C. R. POLE ID #
PLUG (G D
STA 2-1-60 Z4 LT
N. 27TH PL.
25'
150 WATTS
2
m
A A A STREET LIGH,d NG
8'
150 WATTS
3
B CONTACTORS
B B B B
25'
8'
150 WATTS
D NOTES
STA 8 +50, 24' RT
25'
8'
150 WATTS
CIRCUIT WIRES TO LIGHTING RUNS 1.INSTALL ALUMINUM DAWT STYLE LIGHT STANDARD W/ 150 WATT
A
5
STA 10+71, 241 T
25'
o
y
HP SODIUM VAPOR LUMINAIRE & LAMP - 5 MOUNTING HEIGHT
PHOTO -CELL TO GROUND � Z
6
STA 12+90, 2471T
0
sa
MOUNTED ON WIRING COLOR CODE ROD LUMINAIRE TO BE M .- C - ll DISTRIBUTION FLAT LENS - GE
W/ CUTOFF OPTICS
150 WATTS
7
ial
LUMIN IRE A, WHITE JACKET (NEUTRAL) �M250A2
B, BLACK JACKET (LINE) t 2. 1INSTALL TYPE 'S" JUNC77ON BOX. JeUR H �O
C, GREEN JACKET (GROUND)
8'
150 WATTS
8
`J y
°¢°!
D. RED ;JACKET (LOAD)
25'
8L
150 WATTS
E. GREEN OR BARE WIRE (GROUND): OINSTALL STREET LIGHT CONTACTOR CABINET r,201240 VOLT TYPE III
STA 9+33, 241T
N. 26TH ST
25'
&': ''
150 WATS
GROUNDED NEUTRAL SERVICE.
T
10
STA 2 +67, 26.51T
BURNET COURT
25'
8'
STREET LIGHTING CONTACTOR PROVIDE CIRCUIT BREAKERS & ONE CONT4CTOR CABINET AS SHOWN ON
11
TA' •4+13.8 PROJECTED
251T BURNETT COURT
25'
CABINET SCHEMATIC "STREET ILLUMINATION DETAILS SHEET 2" A+_ti`'
150 WATTS
12
STA 2 +42.5, 261T
BURNETT
25'
8'
150 WATTS
z
STA 41-28, 26'LT
BURNLTT
Amok
ROLL 161
NOTES:
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.
4000PSI concrete 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 provide, -with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
7' -0' VARIABLE 3'-0'
0 1 11' -6 101
4 T 1
L lJ �,- - - --
FRONT VIEW SIDE VIEW
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD'
3'-0"
4
I I I
I-
L _ - - -J -
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX 'B'
CONCRETE PAD
4' -0' 3'-0'
a T
I I - • -� I I
L- _____J L__J
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX 'C'
CONCRETE PAD`
TYPICAL CONCRETE PAD DETAILS
l L/MIIUAIRF SC1-4Ff)111 F
POLE I.D.#
POLE LOCATION
MH
ARM LENGTH
LUMINAIRE
C. R. POLE ID #
1
STA 2-1-60 Z4 LT
N. 27TH PL.
25'
150 WATTS
2
STA 4 +45, 24RT
N. 277H PL.
25,
8'
150 WATTS
3
STA 6 +61, 241T
25'
8'
150 WATTS
4
STA 8 +50, 24' RT
25'
8'
150 WATTS
5
STA 10+71, 241 T
25'
8'
150 WATTS
6
STA 12+90, 2471T
25'
-8''
150 WATTS
7
STA 14+70, 241 T
25'
8'
150 WATTS
8
STA 16+25, 24'RT
25'
8L
150 WATTS
9
STA 9+33, 241T
N. 26TH ST
25'
&': ''
150 WATS
10
STA 2 +67, 26.51T
BURNET COURT
25'
8'
150 WATTS
11
TA' •4+13.8 PROJECTED
251T BURNETT COURT
25'
8'
150 WATTS
12
STA 2 +42.5, 261T
BURNETT
25'
8'
150 WATTS
13
STA 41-28, 26'LT
BURNLTT
25'
8'
150 WATTS
14
STA 6+18, 26'L T
BURNETT
25'
8'
150 WATTS
15
STA 8+25, 26LT
BUl?NETT
25
8'
150 WATTS
_
EE
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11iA-W
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C'4
POR Tlnt\i nF- T"9- Al IN 114 OF THE N W 114
fff� tyrr
OF SEC 5, TWN 23 N., R 5 E, W. M.
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SERVICE CABINET INTX 3 +73.07 BURNE
=1+00 27TH S7:A- *+ 2 26-2J
`bp ST LIGHT#
dUNC77ON BOX
ALUMINUM DAVIT STYLE LIGHT STANDARD W1 150 WATT
HP SODIUM VAPORILUMINAIRE & LAMP - 25' MOUNTING HEIGHT
76,
o LUMINAIRE TO BE M - C DISTRIBUTION FLAT LENS GE ".34 A6
tic! M250A2 W1 CUTOFF OPTICS. 7i
CONDUIT
70 EX SSMH
I?IM=6,9.16 N
L
CONCRETE PAD A
SI-11AIG 7-0A1
i
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STREET SIGN
n
Lu
1. ALL WORK SHALL BE IN ACCORDANCE WTH THE CITY OF RENTON
STANDARD SPECIFICA 77ONS AND THESE PLANS.
2. THE LOCA 77ONS OF FEA 711RES SHOWN ARE APPROXIMATE AND SHALL
m BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY
3. ALL ALL SIMITEFT LIGHTING MA ITERIALS SHOWN ON THE PLANS,
EXCEPT AS NOTED. ALL MA 7FRIALS SHALL BE NEW AND OF THE BEST
AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
FOR MA 7ERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
5 ALL WORK SHALL BE CONSISTANT WITH U77LITY AGENCY REQUIREMENTS.
7HE CONTRACTOR SHALL CONTACT ALL PERTINENT U77LITY AGENCIES
FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL
COORDINATE 7HE WORK WITH THE U77LI77ES THROUGHOUT THE PROJECT
IS
6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXIS77NG U77LI77ES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED
U77LITY COMPANY AND THE CITY OF RENTON IMMEDIA TEL Y UPON DAMAGE x
7 THE CONTRACTOR SHALL N077FY 7HE CITY OF RENTON CONS7RUC77ON
ENGINEERING DIVISION AT 277-5570 FOR INSPEC77ON PURPOSES
TWENTY-FOUR (24) HOURS BEFORE COMMENCING WORK NO WORK SHEET KEY
SHALL BE COVERED UN77L IT HAS BEEN EXAMINED BY THE ENGINEER.
C5
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DEC 101999
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