13-102624FSEC 16, TWP 21, R4E. IAN/_M-
CITY OF
Federal W
� It
Public Works ®p
Average Required Luminaire
Street Pavement Lamp Maintained Uniformity Mounting
Classification Width
Light Maximum
Distribution Luminaire
Wattage Footcandle Ratio Height
Pattern Spacing (A)
Arterial Over 44° 400 1,5 3:1
M-C-III **
Arterial < 44' 400 1.5 3:1
M-C-III 175'
Principal Collector <- 44' 250 0.8 3.1
EE
M-C-III 175'
Minor Collector < 44' 150 0.6 4:1 30'
M-C-III 190,
Local < 34' 100 0.4 6:1 30'
M-C-III 195'
Notes:
1. Luminaires shall be High Pressure Sodium vapor GE or approved equal with a photocell.
2. Street lighting standards shall be tapered round aluminum with Davit bracket arm, with 5'-9" radius.
3. Luminaires shall be located at least 6' behind the curb within the landscape strip. If less than 6' landscape
behind the sidewalk. (Refer to Standard Detail DWG.
strip, luminaires shall be located
No. 3-39A).
4. Luminaire arm length shall provide for a 2' lamp overhang in front of the curb face.
5. All street lighting design plans shall be stamped by a Professional Engineer registered in Washington and
approved
6. Installation of street lights shall conform to City Standard Details and Specifications.
by City staff.
* Use 35' mounting height for streets up to 66' wide, 40' mounting height for streets over 66' wide.
**
To be designed to meet roadway conditions and design criteria.
4Y2" O.D. ALUM. TUBE
188" WALL ALLOY
6063-T6 SATIN
GROUND FINISH
8„ _
4h " O.D.
2" N.P.S.
w SLIPFITTER
I � '�'
2)_ 1 /2" 13 N.C.
( 1 00 i TAINLESS STEEL
HRU-BOLTS,
AND NYLON
4Y2" O.D. `v 1:11NUTS,
WASHERS.
06 2,
w`063zT6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8"
�/'� TO 4Y"0.219 WALL THICKNESS
I:Cn SATIN BRUSHED FINISH
NOTES
c 1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE
SIZE OF 1.5 5Q. FT. E.P.A. AND 60 LBS. IN A 100 MPH
ISOTACH / 130 MPH GUST VELOCITY WIND.
0 2. 4043 FILLER WIRE USED FOR WELDING.
3. ONLY THE BASE FLANGE WELDS ARE HEAT -TREATED.
4. BASE FLANGE SHALL ACCOMODATE 11 " TO 12"
BOLT CIRCLE.
5. (4) 1"- 8 NC STEEL ANCHOR BOLTS ASTM 2" KOA111
%" DIA.
z o A 576, AISI GRADE 1021-1046, 50,000 OLT CIRCLE
PSI = MIN. YIELD MEAN DIA, OF ROD STOCK 0.908 f .011 ", OUT OF ROUNDF= TOLERANCE f 0.012" ROLLED OR CUTTHREADS PER A307, CLASS 2A, TOP 10"$7 RE
GALVANIZED PER ASTM A 153, COMPLETE - #
0WITH (8) 1 " 8NC GALVANIZED STEEL HEX #4 HOOP REBAR
NUTS & (8) 1- GALVANIZED STEEL FLAT 1'-0" CENTERS
WASHERS.
�5Y4"
=HANDHOLE (4" X 6" NOMINAL)
CiL i0 NON -FLUSH TYPE, COMPLETE i i I
- I WITH REINFORCING FRAME ALLOY :
356-T6, COVER AND S.S. N 4 o
HEX HD. SCREWS 4I x
- I
L41 --+
2" SCH. 40
BOLT W/ S S.S. S.S.
PVC CONDUIT 4"
SPLIT WASHER
AND S.S. FLAT CLASS 5 1 P
WASHER (Y2) ORTLAND CEMENT
CONCRETE (3000 psi ). 3'x 3' SQUARE
SECTION THRU HANDHOLE OR 3' DIAMETER BASE.
'°° PUBLIC DWG. NO.
aC� WORKS LUMINAIRE POLE 3-39
DWG. NO. 3-38
b
A
U
HAND HOLE
PROPERTY
LINE
JUNCTION BOX SHALL BE SET ADJACENT
TO POLE BASE AND SURROUNDED BY
CONCRETE. BOTTOM OF BOX MUST BE
ABLE TO DRAIN.
CURB & GUTTER -- J
JUNCTION BOX SHALL CONFORM
TO WSDOT STD. PLAN J-40.10-01
(TYPE 1 OR 2) WITH GALVANIZED
LID (SEE NOTE, BELOW). J-BOX
IN SIDEWALK SHALL HAVE SLIP -
RESISTANT COATING PER SECTION
3.6.2 OF THE PUBLIC WORKS
DEVELOPMENT STANDARDS
"P'REDPUCRIMOAPPROVED
3M EPDXY SPLICE KIT
LUMINAIRE POLE
REFER TO DWG. 3-39A
FOR POLE PLACEMENT
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- HAND HOLE ON SEC MODEL
SIDE OPPOSITE 1791-SF
ROME POLE AND BRACKET APPROACHING FUSE-FNM-5
CABLE. TWO CONDUCTOR TRAFFIC `---- OR APPROVED
AWG #8 STRANDED COPPER EQUAL
WIRE, 45 MIL PVC INSULATION, I (2 EACH) --
95 MIL HMW POLYETHYLENE GROUND LUG
BELT OR APPROVED EQUAL.
STREET LIGHT OR SIGNAL POLE ------------
BARE STRANDED GROUND 1Y2" TYP.
TO MATCH GAUGE OF
CONDUCTORS
2" SCHEDULE 40
PVC CONDUIT
TO STREET LIGHT
BARE STRANDED GROUND TO
MATCH GAUGE OF CONDUCTORS
'�--_ 2" SCH. 40 PVC CONDUIT ZT0 STREET LIGHT
(SCH. 80 UNDER STREET AND DRIVEWAY)
®= BELL END PVC BUSHING
REv. APR1L 2012 NOTE: LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNERS
UL 12STED PER STANDASD #M
ZI M= IN = A8 atf, , T
MM ,pa 1m.
1r•
UNIFORM LUMINAIRE WIRING DETAIL
V METERBASE 100 AMP, 4 JAW. AW /114TS, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 po&7 N
(CONTRACTOR TO VEwy WITH SERVING UTILITY)
OPANELBU* 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE. COPPER BUS
WESTXJGHOUSE BAB BOLT --ON BREAKERS:
1-100/2 MAIN
3-15/2 ILLUMINATION BRANCH
1-20/1 ND FAULT RECEOPIACLE BRANCHu
CABLE
GROUND H
1-15/1 CONTROL CKr BRANCH
NOT-* ADDMONN. BREAKERS MAY BE NECES.SAR1'
OCONTACTOR LIGHTING RATED, 2 POLE, 120 VAC OOI, 3-REQUM
4 PHOTO -CELL BYPASS SWITCH, SPST, 15 NIP, 277 VAC
5 MOUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A
CABINET: NEMA 3R, PADMOUNT. I/91H INCH ALUMINUM CONSTRUCTION, TYPE 5054-H32
2 SCREENED AND GISKETED VFNfS
DOORS: WAVY DUTY CONCEALED HNGESS (UFr-OFF TYPE)
STAINLESS STEEL VAULT HANDLES, PADLOWBL.E AFTER DOOR
BEST CX LOCK ON DISTRIBUTION DOOR
POLISHED WIRE GLASS wNNDoW IN METER DOOR
CLOSED CELL NEOPRENE GISKET, CARD MWER
HNISH: BARE ALUMINUM (MIL FINISH) OUTSIDE, WHITE INSIDE
I 1 ALL CONDUIT ENT TO CLEAR
TOWER CENTER BRACWEE
OF
CABINET BY 1/2" MIN.
SEE NOTE 5
SHIM TO PLUMB
�---- ANCHOR BOLTS h DATA FOR
STAL - HEIGHT !'! SPACING TO NE SUPPLED
ECESSARY Sfl t'-,Y BY CABINET MANUFACTURER
DT TO EXCEED „!IJ 4 HOOPS
ENE Ob T #4 BAR EACH CORNER
----------- 1 to 2' (SEE NOTE 2)
a
u 33/8' DIAMETER
PLASTIC
BASE DETAIL DRAIN
L� 6" C— 20-1 's»I
6"
HH 10,1, .
� rnw
--L RECEPTAq.E
WIRING DIAGf�
CABINET FOUNDATION NOT S
1. PAD MOUNT SHALL DE CLASS 3000 CONCRETE UNLESS OTHERWISE
OTHERWISE NOTED ON THE PLANS.
2. WHERE PAD MOUNT IS LOCATED IN SIDEWALK, CONSTRUCT MOUNT
TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT.
3. PAD MOUNT En IS TYPICAL- CONTRACTOR SHALL USE CABINET
MANUFACTURER'S TO ASSURE PROPER FIT OF CABINET ON BASE
WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL SUBMIT
FOR APPROVAL A PROPOSED DESIGN WITH pLM. ELEVATION AND
ANY RELEVANT SECTION VIEW.
4. CABINET SHALL BE ATTACHED WITH AASHTO M164 CHEMICALLY BONDED
ANCHORS TO EXISTING PAD MOUNTS. ANCHOR INSTALLATION SHALL BE
AASHTO GRADE A307 HDT—DIPPED GALVANN
_ __ _ INSTALL ONE SPARE
2" CONDUIT /MID CAP;
ZED 1/2 x 8 x 2.
5. PLACE SILICONE SEAL BETWEEN THE CABINET FOUNDATION AND THE
OTHERS AS REOum.
CABINET.
2f6'LJ4MOPS
BAREACH
q
OTHERCCOORRPNIER
ORIENT FACE OF CABINET TOWARDS PUBLIC ROADWAY.
6"
CONTRACTOR SHALL COORDINATE WITH THE POWER
IOCATE CONDUITS SO AS
COMPANY REGARDING THE SERVICE CONNECTION.
TO CLEAR BOTTOM FLANGE
OF CABINET.
CONTRACTOR SHALL OBTAIN A CITY OF FEDERAL WAY
ELECTRICAL PERMIT FROM THE BUILDING DEPARTMENT.
2" UNDERGROUND SERVICE ENTRANCE
CONDUIT TO BE LOCATED IN CORNER
(WITHIN 4' x 4" SPACE)
WHEN SERVICE CABINET, SIGNAL CABINET, AND/OR
UPS/BBS AUXILIARY CABINET ARE INSTALLED NEXT
TO EACH OTHER, SEE DEVELOPMENT STANDARDS
DETAIL DRAWING NUMBER 3-45C.
REV. NOV 2012
'°l"ap PUBLIC STREET LIGHT SERVICE CABINET DWG' N°'
a o � WORKS 3-45
CURB & GUTTER
3-40
SERVICE
CABINET
AOUND—
TIOF NDETAIL)
-TRANSFORMER
VAULT
SERVICE CABINET BASE
SEE DWG 3-45 FOR
CONSTRUCTION DETAILS
BARE STRANDED GROUND
TO
MATCH GAUGE
JUNCTION BOX SHALL CONFORM
INSTALL AND CONNECT TO 2 OF
CONDUCTORS
CONCRETE
TO WSDOT STD. PLAN J-40.10-01
GROUND RODS (MIN. 6' APART)
PAD PER
PER
(TYPE 1 OR 2) WITH GROUNDED
PER WSDOT STANDARD.
DWG
GALVANIZED LID (SEE NOTE BELOW).
CASE NOT REQUIRED
J-BOX TO ABUT BACK OF WALK.
IF GROUND IN J-BOX.
J-BOXES IN THE SIDEWALK SHALL
HAVE SLIP -RESISTANT COATING
PER SECTION 3.6.2 OF THE PUBLIC
WORKS DEVELOPMENT STANDARDS.
1 " SCH. 40
2" SCH. 40
"ILSCO" TYPE ULT COPPER
PVC CONDUIT
PVC
CONDUIT�
CRIMP OR APPROVED EQUAL
TO POWER VAULT,
3M EPDXY SPLICE KIT
6
TO BE CONNECTED BY
OTHERS. 3 #6-AWG
OR APPROVED EQUAL
U.S.E. (MIN)
TO STREET LIGHT
2,/ SCHEDULE 40 PVC CONDUIT
`�--BARE
REV. APRIL 2012
n 9*111Wm
STRANDED GROUND TO
2" SCH. 40 PVC CONDUIT MATCH GAUGE OF CONDUCTORS
(SCH. 80, IF UNDER STREET/DRIVEWAY) TO STREET LIGHT
® = BELL END PVC BUSHING
NOTE: LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNERS
Fec#er�I Wr�►fa DO:.
01,
J�
ILLUMINATION SYSTEM SERVICE DETAIL DWG. NO.
_ 3-41
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
APPROVED BY
DATE
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CLIENT
DREAM
BUILDERS NW
MR. SCOTT ROBERTS
110 STEWART AVE. EAST
PUYALLUP, WA 98371
PHONE: (253) 677-2800
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