HomeMy WebLinkAboutT-232304FUSE KITS
PLAN
SIA.
QUICK DISCONNECT
II
II
10 AMP IN LINE FUSE
COPPER
TO LUMiNAIRE
KITS - S.E.C. OR EQUAL
=1111
No.
TYPICAL DESIGN "113"
RT OR LT
GROUND
JUNCTION BOX —
LENGTH
TYPE
II_
NO.
1 /4" MINIMUM
SPLICE KITS GROUND LUG
1 1 +63
DRAIN HOLE?
CLEAR EPDXY SPLICE
KITS ON ALL THRU
35' -0"
/
WIRE RUNS 2" MIN. GROUT
250
TOP OF CONCRETE
4" CONCRETE UNDER POLE BASE i
0.219
FOUNDATION TO
�_
PAD \ 1 �
5" q
1 1
it
DE LOF WITH
TOP OF SIDEWALK
OR Cvi'.B.
#8 BARE
=4FOUNDATION-
PLAN
SIA.
1111 -1111 -1111=
111= IIII- 11�I,
II
II
il- 1111= 1111-
_
COPPER
HIPS
CIRCUIT
=1111
No.
No.
RT OR LT
GROUND
AT LUM.
LENGTH
TYPE
II_
NO.
I I
1
1 1 +63
48.0 LT
215OF
35' -0"
GROUND
F1
250
#3
2# 8+
0.219
CLvMP
34.5 RT
it
4'
2- (SIZED RE 'D
LIGHTING
WIRES TO
C CONDUIT
STEM
I I
#3
2# 8+
NCRETE
10 +57
40.5 RT
5/8"x8'
COPP E -LAD
U N DATIO N
�_3' SO. OR DIA�
GROUND '0U
F1
SECTION TYPICAL LIGHTING UNDERGROUND SYSTEM
SCALE:NONE
TYPICAL 6E( )6 6E L)804
r 7
a vo \0 0 op o 4" DEEP
ao3' o0 0
° - o
I o o eo o
- �vo
STREET LIGHT POLE JUNCTION BOX ° ° °
PLAN VIEW SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD
DETAIL CONCRETE PADS 2
SCALEAONE 6E(L)804 6E L)804
TYP. CONC. PAD
R/W LINE
RENTON LUMINAIRE PLAN SCHEDULE
PLAN
SIA.
I OFFSET
I.D. DECAL
HEIGHT
ARM
LUMMINARE
HIPS
CIRCUIT
CONDUCTOR
No.
No.
RT OR LT
NO.
AT LUM.
LENGTH
TYPE
WATTS
NO.
QTY & SIZE
1
1 1 +63
48.0 LT
215OF
35' -0"
10' -0"
F1
250
#3
2# 8+
0.219
11+15 +15
34.5 RT
2151 F
35' -0"
10' -0"
F1
250
#3
2# 8+
4
10 +57
40.5 RT
2152F
35' -0"
10' -0"
F1
250
#3
2# 8+
DETAIL TYPICAL CONCRETE PAD S /�
ONAL
COMPLETENESS OF CONTRACTOR'S RECORDS
--------------
g SCALE:NONE 6E(L)6 6E L)804
SCALE: NONE
6E(L)6 6E L)804
SCALE: NONE 6E(L)804 6E L)804
EXPIRES: 10/05/
0.
M-.*
i ��1' 'r
RECORD ®� �IY
+ DENOTES 1 #10 GREEN GROUND TO BE INCLUDED
LIGHTING FIXTURE SCHEDULE
F1 STREET LIGHTING LUMINAIRE WITH INTEGRAL BALLAST, 250 W. HIPS LAMP, IES TYPE III DISTRIBUTION
& WITH CUTOFF OPTICS ON 35FT POLE.
GE LUMINAIRE # MDCL25S3H12FMC32 AND VALMONT POLE #11- 3501ODSO845
BALLAST SHALL BE HPF REACTOR OR LAG TYPE.
■
3' -0"
7' -0" VARIABLE MIN.
SIZE AS
REQUIRED 2" N.P.S.
0.188 WALL BRACKET g'» SLIPFITTER p 1' -6" p
ALUM. ALLOY 6063 -T6 4 -1/2" 4T
O.D. L
1/2° BNC LO 5'- RADIUS °l'° - - - -- ?'_•
GR. 18 -8 S.S.
FLUSH JOINT T� FRONT VIEW SIDE VIEW
4 -1/2" O.D. TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
GENERAL NOTES
1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT
CITY OF RENTON'S STREET LIGHTING GUIDELINES & STANDARDS, RENTON
CITY CODE, AND PER 1996 N.E.C. AND ALL OTHER APPLICABLE
CODES & REGULATIONS.
2. CONTRACTOR SHALL MAINTAIN CLEARANCES FROM FEATURES AS
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND ANY
OTHER FEATURES. CLEARANCE FROM FACE OF CURB TO BE 2FT MIN.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
UTILITIES.
4. ALL WIRING SHALL BE SOLID COPPER WITH TYPE USE- RHH(XLP)
INSULATION.
5. ALL EQUIPMENT FURNISHED SHALL BE GUARANTEED AGAINST
COMPONENT FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING
ACCEPTANCE BY THE CITY.
6. CONTINUITY & MEGGER TESTS SHALL BE CONDUCTED AND ANY DEFECTS
NOTED SHALL BE CORRECTED BEFORE FINAL ACCEPTANCE.
7. CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4 DICITS
AND ONE LETTER ON EACH LIGHT POLE. SEE DECAL NUMBERING
SYSTEM ON DETAIL SHEET.
8. THE CONTRACTOR SHALL SUBMIT TO THE CITY of RENTON TRAFFIC
ENGINEER A REQUEST FOR MATERIALS APPROVAL AT THE EARLIEST
POSSIBLE DATE. MATERIALS LIST SHALL COVER: 1. STREET LIGHT
STANDARD, 2. LUMINAIRE, 3. CONDUCTORS, 4. JUNCTION BOXES,
5. CONDUIT, 6. CONTROL CONTACTOR CABINET, 7. FUSING AND
SPLICING MATERIALS, 9. I.D. DECAL MARK FOR POLES, 10. VAULTS.
9, ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE
APPLICABLE SECTIONS OF WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS 1996 EDITION. WHERE
DIFFERENCES OCCUR BETWEEN DRAWINGS AND THESE REFERENCED
SPECIFICATIONS, THE DRAWINGS SHALL TAKE PRECEDENCE.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE
POWER CO. FOR SERVICE WORK. PROVIDE & INSTALL ALL MATERIAL
NOT PROVIDED BY POWER CO. INCLUDE ALL POWER CO. CHARGES IN
THE BID PRICE.
1 1. CONDUIT SHALL BE SCHEDULE 40 RIGID PVC FOR 240 VOLT AND
BELOW AT ALL UNDERGROUND AREAS EXCEPT UNDER ROADWAYS.
CONDUIT UNDER ROADWAYS SHALL BE SCHEDULE 80 RIGID PVC.
12. CONDUIT SHALL BE RIGID GALVANIZED STEEL FOR VOLTAGES ABOVE
240V AT ALL UNDERGROUND AREAS.
1 3. ALL JUNCTION BOXES SHALL BE WASH. D.O.T. TYPE I WITH HOT
DIPPED GALVANIZED LID & FRAME. SEE J -BOX DETAILS.
14.ALL LIGHTING CONTACTORS SHALL BE 30A SILVER CONTACTS, SEE
WIRING SCHEMATIC. LIGHTING CIRCUITS SHALL BE SERVED FROM
20A 2P BREAKERS, SEE WIRING SCHEMATIC.
15. STREET LIGHTING CONTACTOR CABINET SHALL BE SKYLINE PRODUCT
OR EQUAL, SEE DETAILS.
16.ALL POLES SHALL BE GROUNDED SEPARATELY, SEE DETAILS.
17.THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY POWER, TELEPHONE
AND CABLE SERVICES WITH UTILITY COMPANIES PRIOR TO CONSTRUCTION,
AND COORDINATE SCHEDULES WITH USERS AND UTILITY COMPANIES TO
PROVIDE CONTINUOUS SERVICE WITH MINIMUM INTERUPTION.
18. SW 16TH STREET CONTRACTOR SHALL FURNISH AND INSTALL
COMPLETE STREET LIGHTING SYSTEM IN OPERATING CONDITION.
CONTRACTOR SHALL PROVIDE REMAINING TRENCHING, EXCAVATION
FOR UTILITY CONDUITS, VAULTS & PULLBOXES, ALONG WITH BACKFILL
AND COMPACTION WITHIN PROJECT POINTS OF INTERFACE. PSP &L
TAPERED ALUM. POLE 2 MAx. VAULTS, US WEST PULLBOXES, TCI PULLBOXES, UTILITY COMPANY
- - - - - -- - - - - - -- SIDEWALK CONDUITS, INTERFACE CONNECTIONS, CABLES AND PULLING SHALL BE
CURB T' WALL ALLOY 6063 -T6 OVERHANG
w SATIN GROUND FINISH 1'_2' TAPERED ALUM. POLE PROTECTED FROM DAMAGE DURING CONSTRUCTION.
HANDHOLE 4 °x6° H' 0.219 WALL ALLOY 6063 -T6 - -3' -0' 77'a
r - — CLROADWAY OPENING W /COVER 'SL' GROUND FINISH 35' -0" 41
& S.S. SCREWS. ' SSAFT T
GROUND LUG
CURB INSIDE POLE
SIDEWALK 1 -6 1 FRONT VIEW SIDE VIEW
R/W LINE TYPICAL JUNCTION BOX "B"
10' MIN. TRENCH 151 HANDAND 4"x6" C OPENING CONCRETE PAD —BU LT
CLEARANCE FROM DRIVEWAY LOCATION W /COVER AND S.S. SCREWS � 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH ` GROUN LUG
TYPICAL PLAN VIEW TYPICAL STREET CROSS SECTION BOLT COVERS & S.S. SCREWS V-6, T�-Q•
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11" TO 12" DIA.
11 -1/4 SQ.
f I
♦-------- ww- s- -v - - -►
H
25'
30'
35'
40'
BOLT CIRCLE
4° CONCRETE PAD
4 1 /2" of BOLT ABOVE
FINISHED GRADE
_ _ _ _ i _ �
S. H9
FRONT VIEW SIDE VIEW O C
RECOMMENDED BY i
1 By
FOR APPROVAL
28' -3"
33' -3'
�ti
By i
��
T
0.188
0.188
0.219
0.219
(4) 1 " BNC GALV. STEEL
TYPICAL JUNCTION BOX "C" pQ y o y
° ®� e w s o s e
ANCHOR BOLTS WITH
NUTS AND WASHERS
4"
CONCRETE PAD
RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
crst4�°
ASS
IS NOT RESPONSIBLE FOR ACCURACY OR
DETAIL LIGHT BASE & JUNCTION BOX LOCATIONS r3__
DETAIL
STANDARD 35 FOOT DAVIT POLE 4
DETAIL TYPICAL CONCRETE PAD S /�
ONAL
COMPLETENESS OF CONTRACTOR'S RECORDS
--------------
g SCALE:NONE 6E(L)6 6E L)804
SCALE: NONE
6E(L)6 6E L)804
SCALE: NONE 6E(L)804 6E L)804
EXPIRES: 10/05/
0.
M-.*
i ��1' 'r
RECORD ®� �IY
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