HomeMy WebLinkAboutT-232302FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN " 1 B"
JUNCTION BOX
GROUND LUG I 4" MINIMUM
SPLICE KITS DRAIN HOLE Pil CLEAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS 2" MIN. GROUT TOP OF CONCRETE
4" CONCRETE UNDER POLE BASE �BEUNEIOWITO
PAD / 0 PCURB SIDEWALK
5" a.,
-i1�1 = 1111 -1111
8 BARE
° >= 1111 - 1111 =111L=
IIII= illllllllll
I I II'_ -11
_
OFFSET
RT OR LT
III-
HEIGHT
AT LUM.
ROUND WIRE
LUMMINAREi
TYPE
II II
II II
CIRCUIT
NO.
GROUND
II II
1 1 +63
CLAMP
4
2- (SIZED AS REQ'D}
PVC CONDUIT
II II 1
LIGHTING SYSTEM
SYSTEM
#3
WIRES TO CONTACTOR
P
CITY CODE, AND PER 1996 N.E.C. AND ALL OTHER APPLICABLE
4.5 RT
CONCRETE
35' -0"
10-0"
FOUNDATION
250
5 /8"x8'
2# 8+
�-3' SQ. OR DIA.
COPPER -CLAD
10 +5
-
GROUND ROD
2152F
35' -0"
SECTION
TYPICAL LIGHTING UNDERGROUND SYSTEM
SCALE:NONE
TYPICAL
6E(L)6 6E L)804
�7
4' DEEP
°fin °a°
Dep ° n°
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
SCALEAONE 6E(L)804 6E L)804
TYP. CONC. PAD
R/W LINE
- - - - -- - -- SIDEWALK
w CURB
I N
(LROADWAY
I �
CURB
SIDEWALK
mu R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
- TAPERED ALUM. POLE 2' MAX. 1
'T' WALL ALLOY 6063 -T6 OVERHANG
SATIN GROUND FINISH
- HANDHOLE 4 "x6" 'H'
OPENING W /COVER SL'
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
TRENCH
LOCATION
TYPICAL STREET CROSS SECTION
H 1 25' 30' 1 35' 1 40'
1 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219
DETAIL LIGHT BASE & JUNCTION BOX LOCATIONS
SCALE:NONE 6E(L)6 6E(L)804
7Ro -4/ -?313
RI:
RENTON LUMINAIRE PLAN SCHEDULE
PLAN
NO.
STA.
NO.
OFFSET
RT OR LT
I.D. DECAL
N0.
HEIGHT
AT LUM.
ARM
LENGTH
LUMMINAREi
TYPE
HIPS
WATTS
CIRCUIT
NO.
CONDUCTOR
QTY E
^"mm
1 1 +63
1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT
48.0 LT
215OF
35' -0"
10-0"
F7
250
#3
2# 8+
P
CITY CODE, AND PER 1996 N.E.C. AND ALL OTHER APPLICABLE
4.5 RT
2151 F
35' -0"
10-0"
F7
250
#3
2# 8+
1 1 +15
4
10 +5
m �
0.5 RT
2152F
35' -0"
10-O"
F1
250
#3
2# 8+
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3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
° 00
EXPIRES: 10/05/97
1
(LORI PITZER � Juy 16, 19 97 1
00
UTILITIES.
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+ 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 MDCL25S3H 1 2FMC32 AND VALMONT POLE #1 1 -35010 1 2
BALLAST SHALL BE HPF REACTOR OR LAG TYPE-
0
7 -p" VARIABLE MIN
SIZE AS f~-1
REQUIRED 2" N.P.S.
SLIPFITTER Q 1'- 0
0.188 WALL BRACKET 8'I z 1 1'
ALUM. ALLOY 6063 -T6 4 -1/2" 4'T L�
O.D.: J.
1/2'" BNC LOCKBOLT S' -9" RADIUS - - - --
GR. 18 -8 S.S. !
FLUSH JOINT I f 1' -2" FRONT VIEW SIDE VIEW
4 -1/2" O.D. TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
TAPERED ALUM. POLE
0.219 WALL ALLOY 6063 -T6
SATIN GROUND FINISH 350" 4,41 3'-0"-----
_
28' -3 !' f
SHAFT
L - J
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
151 HANDHOLE 4 "x6° OPENING
W /COVER AND S.S. SCREWS - 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH ` GROUN LUG
BOLT COVERS & S.S. SCREWS
J 1.-- 11 -1/4' SQ.
11" TO 12" DIA.
BOLT CIRCLE 4 1 2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
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GENERAL NOTES
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1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT
�.
N T
"C"
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CITY OF RENTON'S STREET LIGHTING GUIDELINES & STANDARDS, RENTON
23230:2
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P
CITY CODE, AND PER 1996 N.E.C. AND ALL OTHER APPLICABLE
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CODES & REGULATIONS.
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2. CONTRACTOR SHALL MAINTAIN CLEARANCES FROM FEATURES AS
m �
%
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND ANY
CrSI0NSA1 FL
m
A
OTHER FEATURES. CLEARANCE FROM FACE OF CURB TO BE 2FT MIN.
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3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
° 00
EXPIRES: 10/05/97
1
(LORI PITZER � Juy 16, 19 97 1
00
UTILITIES.
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4. ALL WIRING SHALL BE SOLID COPPER WITH TYPE USE- RHH(XLP)
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INSULATION.
5. ALL EQUIPMENT FURNISHED SHALL BE GUARANTEED AGAINST
COMPONENT FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING
ACCEPTANCE BY THE CITY.
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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 DIGITS
AND ONE LETTER ON EACH LIGHT POLE. SEE DECAL NUMBERING
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SYSTEM ON DETAIL SHEET.
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8. THE CONTRACTOR SHALL SUBMIT TO THE CITY OF RENTON TRAFFIC
A
=
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,
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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.
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10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE
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POWER CO. FOR SERVICE WORK. PROVIDE & INSTALL ALL MATERIAL
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NOT PROVIDED BY POWER CO. INCLUDE ALL POWER CO. CHARGES IN
THE BID PRICE.
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1 1. CONDUIT SHALL BE SCHEDULE 40 RIGID PVC FOR 240 VOLT AND
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BELOW AT ALL UNDERGROUND AREAS EXCEPT UNDER ROADWAYS.
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CONDUIT UNDER ROADWAYS SHALL BE SCHEDULE 80 RIGID PVC.
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12. CONDUIT SHALL BE RIGID GALVANIZED STEEL FOR VOLTAGES ABOVE
-
240V AT ALL UNDERGROUND AREAS.
"
13. ALL JUNCTION BOXES SHALL BE WASH. D.O.T. TYPE I WITH HOT
DIPPED GALVANIZED LID & FRAME. SEE J -BOX DETAILS.
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14. ALL LIGHTING CONTACTORS SHALL BE 30A SILVER CONTACTS, SEE
3 ago
WIRING SCHEMATIC. LIGHTING CIRCUITS SHALL BE SERVED FROM
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20A 2P BREAKERS, SEE WIRING SCHEMATIC.
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15. STREET LIGHTING CONTACTOR CABINET SHALL BE SKYLINE PRODUCT
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OR EQUAL, SEE DETAILS.
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16.ALL POLES SHALL BE GROUNDED SEPARATELY, SEE DETAILS.
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17. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY POWER, TELEPHONE
o°
AND CABLE SERVICES WITH UTILITY COMPANIES PRIOR TO CONSTRUCTION,
°
AND COORDINATE SCHEDULES WITH USERS AND UTILITY COMPANIES TO
PROVIDE CONTINUOUS SERVICE WITH MINIMUM INTERUPTION.
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18. SW 16TH STREET CONTRACTOR SHALL FURNISH AND INSTALL
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COMPLETE STREET LIGHTING SYSTEM IN OPERATING CONDITION.
CONTRACTOR SHALL PROVIDE REMAINING TRENCHING, EXCAVATION
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FOR UTILITY CONDUITS, VAULTS & PULLBOXES, ALONG WITH BACKFILL
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AND COMPACTION WITHIN PROJECT POINTS OF INTERFACE. PSP &L
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VAULTS, US WEST PULLBOXES, TCI PULLBOXES, UTILITY COMPANY
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CONDUITS, INTERFACE CONNECTIONS, CABLES AND PULLING SHALL BE
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PROTECTED FROM DAMAGE DURING CONSTRUCTION.
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151 HANDHOLE 4 "x6° OPENING
W /COVER AND S.S. SCREWS - 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH ` GROUN LUG
BOLT COVERS & S.S. SCREWS
J 1.-- 11 -1/4' SQ.
11" TO 12" DIA.
BOLT CIRCLE 4 1 2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
CONCRETE PAD
i 4' -0° �- 3'-0
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4'
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TYPICAL JUNCTION BOX
CONCRETE PAD
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151 HANDHOLE 4 "x6° OPENING
W /COVER AND S.S. SCREWS - 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH ` GROUN LUG
BOLT COVERS & S.S. SCREWS
J 1.-- 11 -1/4' SQ.
11" TO 12" DIA.
BOLT CIRCLE 4 1 2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
CONCRETE PAD
i 4' -0° �- 3'-0
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RECOMMENDED ev 1
APPROVAL
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FRONT VIEW SIDE VIEW
40
IFOR
9Y
4'
"C"
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4"
TYPICAL JUNCTION BOX
CONCRETE PAD
H 9�
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1 1
NUTS AND WASHERS
1
CONSTRUCTION SET 1
DETAIL r4_'�
DETAIL TYPICAL CONCRETE PAD 5
CrSI0NSA1 FL
1
f
STANDARD 35 FOOT DAVIT POLE
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SCALE: NONE 6E(L)6 6E L)804
SCALE: NONE 6E(L)804 6EL)804
EXPIRES: 10/05/97
1
(LORI PITZER � Juy 16, 19 97 1
00
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