HomeMy WebLinkAboutT-207103-TYP. CONC. PAD
R/W LINE
- - - -- - - - - -- SIDEWALK
CURB
w
I rn
- BROADWAY
I �
CURB
- - - - -- - -- - SIDEWALK
-- - R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
H 25' 30' 35' 40'
SL 18' -S' 23' -S' 28' -3" 33' -3"
T 0.188 0.188 0.219 0.219
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE I TO LUMINAIRE
JUNCTION BOX
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN .BOX---I
SPLICE KITS GROUND LUG 1/4"
R7;T HOLEUM
CLEAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS 2' MIN. GROUT OF CONCRETE
4" CONCRETE UNDER POLE BASES ULEVE pWIT O PAO OF SIDEWALK
=11'f -Tiff_IIII lip '=
TAPERED ALUM. POLE 2' MAX. 8 BARE
T' WALL ALLOY 6063 -T6 OVERHANG 1OPPER IIf= P[If -rlri =illy I! II
SATIN GROUND FINISH GROUND WIRE ilif- II II
1' -2 II II
HANDHOLE 4 "x6" 'H' GROUND II !I
OPENING W /COVER 'SL' CLAMP II II
& S.S. SCREWS. II 4'
GROUND LUG
INSIDE POLE PVC CONDUIT
2- (SIZED AS REQ'D) II II
LIGHTING SYSTEM SYSTEM
tI WIRES TO CONTACTOR
s, CONCRETE
TRENCH FOUNDATION
LOCATION 5 /8 "x8' � _3' SO. OR DIA. --
COPPER -CLAD
TYPICAL STREET CROSS SECTION GROUND ROD
LIGHT BASE TYPICAL
DETAIL AND JUNCTION BOX LOCATIONS 1 DETAIL LIGHTING UNDERGROUND SYSTEM Z
SCALE: NONE 36, 371 44 SCALE: NONE 44 44
43 & 44
LIGHTING STANDARD & JUNCTION BOX
d� o
I'\
O °
o DEEP
v O
vO
STREET LIGHT POLE
° °JUNCTION BOX °e °
PLAN VIEW SIDE VIEW
INDIVIDUAL JUNCTION BOX
ov o, o °DOOV O
° D c
° a o0
e d
D
De
d ' > O O
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD
1'
PLAN VIEW
DETAIL CONCRETE PADS 3
SCALE: NONE 40, 41, 42, 44
43 & 44
7RD - 41- -207/
0.188 WALL BRACKET
ALUM. ALLOY 6063 -T6
1/2" BNC LOCKBOLT
GP.. 18 -8 S.S.
FLUSH JOINT
4 -1/2" O.D.
TAPERED ALUM. POLE
0.219 WALL ALLOY 6063 -
SATIN GROUND FINISH -
LUMINAIRE PLAN SCHEDULE
PLAN
STA.
OFFSET
I.D. DECAL
HEIGHT
ARM
LUMMINARE
HPS
CIRCUIT
CONDUCTOR
No.
NO.
RT OR LT
NO.
AT LUM
i LENGTH
TYPE
WATTS
NO.
QTY & SIZE
1
34 +19.2
133.2 RT
PSP
& L
E 35' -0"
12' -0"
I F1
250
#1
2# 10*
2
32 +77.5
31.0 RT
ASSIGNED
35' -0"
10' -0
F2
150
#1
2# 10*
3
31 +40.2
31.0 RT
135' -0"
( 10' -0"
F2
150
#1
2# 10*
4
29 +95.7
35.0 RT
35' -0"
( 12' -0"
F1
250
#1
2# 10*
5
28 +63.4
31.0 RT
35' -0"
10' -0"
F2
150
#1
2# 10*
6
27 +23.8
31.0 RT
i
!
35' -0"
10' -0"
F2
150
#1
2# 10*
7
25 +92.3
31.0 RT
35' -0"
10' -0"
F2
150
#3
2# 10*
8
24 +57.0
33.0 RT
35' -0"
j 12' -0"
F1
250
#3
2# 10*
9
23 +28.6
31.0 RT
35' -0"
10' -0"
F2
150
#3
2# 10*
1
21+90.6
31.0 RT
35' -0"
10' -0"
F2
150
#3
2# 10*
11
20 +40,9
31.0 RT
35' -0"
10-0"
F1
250
#3
2# 10*
1
19 +30.0
31.0 RT
35' -0"
10' -0"
F1
250
#3
2# 10*
1
17 +96.1
31.0 RT
35' -0"
10' -0"
F1
250
#3
2# 10*
34 +91.0
31.5 LT
I
35' -0"
12' -0"
F2
150
#2
2# 10*
1
33 +53.6
29.5 TYP LT
35' -0" 1
10' -0"
F1
250
#2
2# 10*
32 +12.2
35' -0"
10' -0"
F2
150
#2
2# 10*
30 +70.2
35' -0"
10' -0"
F2
150
#2
2# 10*
29 +21.5
35' -0"
10' -0'
F1
250
#2
2# 10*
27 +95.3
35' -0"
10' -0"
F2
150
#2
2# 10*
26 +57.1
35' -0"
10-0"
F2
150
#4
2# 10*
25 +29.0
35' -0"
10' -0"
F1
250
#4
2# 10*
23 +98.7
35' -0" I
10-O"
F2
150
#4
2# 10*
9
22 +72.0
35' -0"
10' -0"
F2 PC
150
#4
2# 10*
0
21 +17.9
35' -0"
10-0"
F1
250
#4
2# 10*
1
19 +86.9
35' -0"
10-0"
F1
250
#4
2# 10*
18 +63.0
35' -0" I
10-0"
F1
250
#4
2# 10*
LIGHTING FIXTURE SCHEDULE
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 1990 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 WIRINC 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 DEFECT
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
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 1991 EDITION. WHERE
DIFFERENCES OCCUR BETWEEN DRAWINGS AND THESE REFERENCED
SPECIFICATIONS, THE DRAWINGS SHALL TAKE PRECEDENCE.
*INCLUDE 1#12 GREEN GROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE
F1 STREET LIGHTING LUMINAIRE WITH INTEGRAL BALLAST, 250 W. HPS LAMP, IES TYPE II DISTRIBUTION
& WITH CUTOFF OPTICS ON 35FT POLE.
GE # M2AC25S3H1GMC22F
F2 GE # M2AC15S3H1GMC22F SAME AS TYPE F1 EXCEPT 150W HPS.
PC INDICATES LUMINAIRE WITH PHOTOCELL AND 3 #12 AWG THW TO CONTROL CABINET.
BALLAST SHALL BE HPF REACTOR OR LAG TYPE. SOCKET SHALL CONFORM TO
J -147 SPECIFICATION OF EEI STANDARDS.
SIZE AS
REQUIRED 2" N.P.S.
8 »� SLIPFITTER
4 -1/2" z
6. D.
5'- " RADIUS
V -2°
SHAFT
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 ��
�I
11" TO 12" DiA. 1 11 -1/4" SQ.
BOLT CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4"-9 -
NUTS AND WASHERS
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
3'-O"
VARIABLE MIN.
I
4
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
T:..
I I i I
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C'
CONCRETE PAD
I I I I
FRONT VIEW SIDE VIEW
DETAIL STANDARD 35 FOOT DAVIT POLE 4 DETAIL TYPICAL CONCRETE PAD 5
SCALE: NONE 44 44 SCALE: NONE 44 44
I I f I f A I I I I i f f I I I -_ - - -- - -- _
18 17 16 15 14 .13 12 11 10 9 8 7 6 MICROBOX OA
'"'14 6
..io 7
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.
13. 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
VAULTS, US WEST PULLBOXES, TCI PULLBOXES, UTILITY COMPANY
CONDUITS, INTERFACE CONNECTIONS, CABLES AND PULLING SHALL BE
FURNISHED AND INSTALLED BY RESPECTIVE UTILITY COMPANY.
19. RECORD DRAWING INFORMATION OBTAINED T"?,R?j
FROM CONTRACTOR'S AS- GUILTS.
NOTES: S. 1/Z SEC. 24, T.
�
e 3300 Carillon Point
Kirklard, WA. 98083
O O R F`0 RAT I O N (206) 822 -3300
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
® RECORD DRAWING i CSTC SITE DEVELOPMENT
lammmom- ®.®®®.mminnJ S.W. 16th STREET IMPROVEMENTS
ELECTRICAL DETAILS & SCHEDULE
2 RECORD DRAWING J.D.C. 06.15.94 DESIGNED:A.J.H. DATE: 03.25.92 FILE NAME: T91`00896
1 INCORPORATING RENTON COMMENTS 1J.D.C.1 1 10.08.92 nRAwN: D.K.H. TWG No.
ISSUE FOR CONSTRUCTION I J.D.C.1 110.08.92 cHECxan: A.J.H. scAtE: NONE 25.UA -6E80
NO. REVISION I BY I APP&. I DATE I APPROVED: SHEET: 44 OF: 55
KCL/07.07.94
Ell
�I
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