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NOTE:
5TA1012.+2.5 PER KING
COUNTY ASSESSOR
MAP OF THE S.E. -4
2O)-Z4-5 DATES 10/1B/55
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SITE PLAN
6CALE:1"=Z&
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N
W
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1- 405 OFF RAMP
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INLINE SPLICE
SPLICE KIT
4" THICK CONCRETE PAD
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WYE SPLICES
INDIVIDUAL JUNCTION BOX
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i I 7/*,Or
- - - _ Soli
PVG CONDUIT L•TTZENC.H
TYPICAL LUMINAIRE - FRONT ELEVATION
NOT 'TO SCALE
5'-al 51DEWALK
{---3' , .. . • '
(a" CURES
71 - ROADWAY
CONCRETE
HANDHOLE I i
4" TWICK CONCRETE. PAD
FOR LIGIMT STANDARD _ .
4 JUNCTION BOX I i � � � PHOTOCELL
V CONCRETE RASE 0
\ 15O W H.PS.
LUMINAIRE
TAPERED ALUMINUM POLE ;
TYPICAL LUMINAIRE-PLAN VIEW
NOT TO SCALE
(LOCATIONS Al 4 A2)
5/16" GALV STEEL
COvER PLATE
(DIAMOND PATTERN)
I 1
46 GALV WELDED 'NIPE LOOP
GALV. STEEL FRAME ANCHORED IN PLACE
(DIAMOND PATTERN)
d' ;at I � r -•�� t
SECTION A -A SECTION B-B
JUNCTION BOX - DESIGN "B"
(LOCATIONS 51 13Z55 G 1 CZ)
#8 BARE COPPER
GROUND WIRE
TYPICAL DESIGN "B°
JUNCTION BO
FUSE KITS
SPLICE KITS QUICK DISCONNECT
IO AMP IN LINE FUSE
CLEAR EPDXY SPLICE- KITS-S.E.C. OR EQUAL-�
KITS ON ALL THRU
WIRE RUNS.
2- (S12ED�S
REQUIRED)
LIGHTING
SYSTEM WIRE
TO CONTAC-
..rr..rrrr. virr.rranw. .�
II
GROUND II
CLAMPPVC
II
TOR�� CONDUIT
SYSTEMII
PVC CONDUIT
SYSTEM
5/8" x B. 0"
COPPER -CLAD
GROUND ROD
I I
CONCRETE �L�
FOUNDATION
f0 LUMINAIRE I
TOP OF CONCRETE
FOUNDATION TO BE
LEVEL WITH TOP
OF SIDEWALK OR
CURB.
1/4"rA I N .
DRAIN HOLE
I I
I
11
II
II
I I
II
II
I I
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�3- SO. OR RD. -„J
4' DEPTH FOR POLE HEIGHT
GREATER THAN 25'.
3' DEPTH FOR POLE HEIGHT
25' OR LESS.
TYPICAL LIGHTING UNDERGROUND SYSTEM
28,3'�
SHAFT
8"
GROUND LU
6��
CITY OF RENTON APPROVAL
2 uN. P.S.
Sized as required /SLIPFITTER
�d -- - t
43jy 0.D.
58" •188 WALL BRACKET • .
ALUM. ALLOY 6063-T6'
V2"8NC LOCK80LT
GR. 18 - 8 S. S.
�`FLUSH JOINT
4%C"O.D.
TAPERED ALUM. POLE
.219 WALL ALLOY 6063-T6
SATIN GROUND FINISH
35'0"
11TO 12"
" BOLT CIRCLE
(4) I BNC GALV, STL. 4 I/2" OF BOLT
ANCHOR BOLTS WITH d kh
NUTS AND WASHERS ABOVE FIN-
O.D.+ 151 HANDHOLE ISHE GRADE
4"x 6" OPENING
G W/COVER AND —�
S. S. SCREWS
S: 3'0"
SASE FLANGE ALLOY
.,-••--3.66 -T6 WITH BOLT �• 'S�
—4N COVERS 8 S.S. SCREWS?'
STANDARD 35' DAVIT POLE
REVIEWED
BY:
L•►-
DATE:
REVIEWED
BY:
DATE:
REVIEWED
BY:
2> !> , ,. ;
DATE: iyw
APPROVED
BY:
PUBLIC WORKS DIRECTOR
DATE r
NOTES:
1. COMPLY WITH CITY OF RENTON "STANDARDS FOR STREETLIGHTING DESIGN OF
RESIDENTIAL AND ARTERIAL STREETS".
2. COMPLY WITH NEC AND LOCAL CODES & ORDINANCES.
3. SCOPE OF WORK:
A. PROVIDE TWO (2) STREETLIGHTING STANDARDS WITH 15OW HIGH PRESSURE SODIUM
COBRAHEAD FIXTURES (GE M-400A DROP LENS) ON 35' ANCHOR BASE POLE.
B. PROVIDE HANDHOLE•AT EACH POLE BASE WITH INTEGRAL 4" PAD OVER ANCHOR
BASE.
C. FIXTURES WILL BE PHOTOCELL CONTROLLED.
D. PROVIDE HANDHOLE ADJACENT TO PSP&L HANDHOLE WITH IN -LINE FUSES.
E. PROVIDE COMPLETE CONMJIT AND WIRING SYSTEM.
4. BURY ALL CONDUIT A MINIMUM OF 24" BELOW GRADE. ALL CONDUIT SHALL BE 12"
PVC W (2) #8 CU THW CONDUCTORS AND (1) #10 CU GROUND. PROVIDE SCHEDULE 40
ON NORTH SIDE OF N.E. 44TH STREET AND SCHEDULE 80 AT STREET AND DRIVEWAY
CROSSINGS.
5. INSTALL GROUND RODS & SPLICES IN J-BOXES AND IN -LINE FUSES IN HANDHOLE AT
EACH POLE.
6. LUMINAIRE - GE M-400A CUT OFF WITH DROPPED LENS FOR 150W HIGH PRESSURE
SODIUM LAMP WITH REGULATOR BALLAST RATED FOR 240 VOLT OPERATION. IES
PATTERN M-S-III.
7. COORDINATE WITH PSP&L RENTON (PHONE 255-2464) CONCERNING SERVICE
'REQUIREMENTS.
8. COORDINATE INSTALLATION WITH EXISTING UNDERGROUND UTILITIES. OBTAIN
STREETCROSSING PERMIT FROM CITY OF RENTON.
9. INSTALL STREETCROSSING CONDUIT AND JUNCTION BOXES Cl & C2 ON SOUTH SIDE OF
N.E. 44TH STREET. FUTURE LUMINAIRE BY OTHERS. RESTORE ROAD SURFACE AS
REQUIRED. LOCATE C1 & C2 WITHIN FUTURE CURB LINE.
10. FUTURE STREETLIGHTING CONTROL CABINET LOCATION BY OTHERS.
11. INSTALL A PULL TAPE IN ALL FUTURE CONDUIT RUNS. LEAVE MINIMUM 3' TAIL
COILED IN EACH HANDHOLE.
12. CONSTRUCTION NOTES
A. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL AT THE
EARLIEST POSSIBLE DATE.
B. AS -BUILT DRAWINGS WILL BE REQUIRED ON COMPLETION OF ALL PROJECTS.
C. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES REGARDING THEIR FACILITIES
LOCATED WITHIN THE PROJECT LIMITS 48 HOURS PRIOR TO COMMENCING WORK.
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AND THE
CITY IMMEDIATELY UPON DAMAGE.
SYMBOL LEGEND
INDIVIDUAL JUNCTION BOX.
Lo-
LUMINAIRE, STANDARD &ANCHOR BASE ASSEMBLY.
-- 1P SCHEDULE 40 PVC WITH (2) #8 CU THW.
— - - 11" SCHEDULE 80 PVC.
FUTURE LUMINAIRE (NIC).
N.LG. NOT IN CONTRACT.
- - - - - - - - 12" WATER LINE.
41-L DECAL / aIVBERS
NUMBERS -mar//1/S
2-/,v vc14-vT
7/6.4L Z Y
LVSTALLED ONLY
!A/ DRY WEA7,416R
50° OR ABorE
�U�yBE,Q/�VG EX.4ti1PLES
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LETTER SlVrIXED LETTER P�PEr_iXED
C/TY owly—rD PUGET POWER
OWNED
-
FL 0{•Y
PLAN VIEW
STPEET
L /GNT STANDARD
D CCA
L NUMBER//UG SYSTEiV
STREET LIyHTIN61 PLAN FOR N.E.44-M STREET, RENTON
44 R E N TO N
WKENNA CONSTRUCTION CO.
11Z010 DES MOINES WAY S. SUITE 108 SEATTLE WA.
ENGINEERED ELECTRICAL SYSTEMS
CONSULTING ENGINEERS, INCORPORATED • 201 J.S. DITTY BLOG., BELLEVUE, WASH. 98004 9 PHONE (206) 454-5440
DESIGNED: JRP
DRAWN: CJP
APPROVED: JRP
DATE: 2/Co
REV:
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