APPROVED Highway 99 Light Pole Standard Details TR 001 - 006NOTES:
LUMINAIRE:
HOLOPHANE: LEGEND ROADWAY
LEDG-120-53-4K-AS-G-L3
PEDESTRIAN LUMINAIRE:
VISIONAIRE:
ARI-I-L-T1-42L-3-4K-UNV-AM-CC
RED (RAL 3004-49/33900) OR
BRILLIANT BLUE (RAL 5007)
POLE:
SEE DETAIL SHEET TR-004
DIE CUT BANNER SIGNAGE (ASSUMPTION):
15.0 FT2 (MAX)
0.25" THICK
35,000 PSI MIN
YIELD STRENGTH
ALL POLES SHALL BE DESIGNED FOR
FUTURE BANNER INSTALLATION.
COBRAHEAD 120 LED LUMINAIRE ARM
(III-S-FC) 240V 6' (2.5" SCH 40)
DOME CAP
TOP OF DOME ARM KNUCKLE
W/ REM. COVER
ticv
`P ARM CAP
�{ �-POLE TOP 04
TOP OF R I
I
rn
N
POLE COLOR
STREET RANGE (DISTRICT) (POWDER COATED)
244TH ST SW TO 228TH ST SW BLACK
(GATEWAY DISTRICT)
228TH ST SW TO 220TH ST SW RED
(INTERNATIONAL DISTRICT)
220TH ST SW TO 210TH ST SW BLUE
(HEALTH DISTRICT)
BANNER W/ MOUNTS
@36" O.C. (MAX.)
(SEE DETAILS ON
SHEETS TR-005
& TR-006)
BOT. OF B.P.
w
z
_ w
Q U
�w
z
�z
N mm
0
DETAIL C ON
2.5' (MAX) SHEET TR-004
TO BANNER
CENTER
7�
DECORATIVE PEDESTRIAN
42 LED (I-S-FC) 240V
WITH 1' ARM, MAY BE
MOUNTED EITHER
DIRECTION PER THE
DIRECTION OF THE CITY
POLE 11 GA
TAPER 0.14"/FT
55 KSI YIELD (MIN)
DETAIL B ON
SHEET TR-004
DETAIL A ON
SHEET TR-004
POLE BASE 09"
-SEE OTHER SHEETS
FOR ANCHOR BOLT
DETAILS
PEDESTRIAN AND ROADWAY LUMINAIRE POLE DETAIL
NTS
*POLE LOCATION SHALL BE VERIFIED IN THE FIELD, IN THE
PRESENCE OF THE ENGINEER, PRIOR TO FOUNDATION CONSTRUCTION
CITY OF EDMONDS HIGHWAY 99
LIGHT POLE
PUBLIC WORKS DETAIL STANDARD
DEPARTMENT DETAIL
TR-001
'1N
EXTEND THE CONDUIT
6" MIN BEYOND THE
FOUNDATION
(4) 14" x 4' DIA ANCHOR BOLTS W/ GALV. HARDWARE
LGROUT NOT REQUIRED
3/4" CHAMFER
2" CLR
3"
\2" PVC CONDUIT
21„
CLR 0
0
2�" CLR
3/4" x 16" SQ X 9" ID PLATE
W/ (4) 1 Y2" DIA HOLES
(8) #7 EVENLY SPACED
#4 HOOP (TYP)
STRAIGHT SHAFT LUMINAIRE POLE FOUNDATIO
NTS
NOTES:
DESIGN CRITERIA:
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2009.
AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORT
FOR HIGHWAY SIGNS, LUMINARIES AND TRAFFIC SIGNALS,
SIXTH EDITIONS 2013.
AMERICAN CONCRETE INSTITUTE:
ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE AND COMMENTARY.
DESIGN LOADS (BASE):
115 MPH ULTIMATE WIND SPEED #4 HOOF
LOAD CASE: EXTREME I - DL+W (TYP)
AXIAL FORCE = 570 LBS
BENDING MOMENT = 14,200 FT-LBS
TORSION = 1,250 FT-LBS
SHEAR FORCE = 700 LBS
MATERIALS:
CONCRETE CLASS 4000P
DEFORMED REINFORCING STEEL SHALL CONFORM TO THE
ASTM A615 ASTM A706 WITH FY NOT LESS THEN 60,000 PSI
ANCHOR BOLTS - ASTM F1554 GRADE 55, FULLY HOT -DIP GALVANIZED
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`St. 18yv
PLAN VIEW
NTS
STRAIGHT SHAFT
LUMINAIRE
POLE FOUNDATION
(8) #7 BARS
EVENLY SPACED
CENTER THE CONDUIT
IN THE FOUNDATION
" BOLT CIRCLE
STANDARD
DETAIL
TR-002
2#10, 1#10G (STREET
LIGHT)
1 Y4" C, 2#10 (ART ELEMENT LIGHT)
(NOTE 1)
POLE FOUNDATION
PED LIGHT
POLE
SL TYPE 1
J-BOX
dT-
I
J
Q
�i
W a
Ln
CONNECT TO
EXISTING
NDUIT
(ORONOTE 3) 2#8, C� 1 Y2" C, PULL
1 #8G STRING ONLY
SL TYPE 1
J-BOX
Q
L
BACK EDGE
OF SIDEWALK
V
°
(NOTE 3)
a
CONNECT TO
EXISTING
Q
CONDUIT
(OR NOTE 3)
Q
REMOVE AND REPLACE \— FACE OF CURB
CONCRETE SIDEWALK
TO NEAREST JOINT
(TYP BOTH SIDES)
(NOTE 2)
NOTES:
1. SPLICE CONDUCTORS AND PLACE FUSES IN J-BOX. COIL 2 FEET OF WIRE FOR ART ELEMENT IN POLE
FOR EXTENSION AND CONNECTION BY OTHERS. CAP END OF WIRES. TAPE FUSES TO WIRE TO BE INSTALLED
WITH ART ELEMENT.
2. FULL EXPANSION JOINT SHALL BE INSTALLED AROUND POLE FOUNDATION AND J-BOX.
3. IF NO EXISTING CONDUIT EXISTS, PLACE SL TYPE 1 J-BOXES AT BOTH ENDS OF PROJECT LIMITS FOR FUTURE
CONNECTIONS (EXACT LOCATIONS TO BE DETERMINED BY CITY'S ENGINEER). INSTALL 1-1/2" C, 2#8, 1 #8G AND
1-1/2"C WITH PULL ROPE ONLY TO J-BOXES AT END OF PROJECT LIMITS.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`st. 18y"
LUMINAIRE
INSTALLATION
SCHEMATIC
REVISION DATE
STANDARD
DETAIL
TR-003
STRUCTURAL STEEL NOTES:
2" THICK
BASE PLATE 1.
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN
FY = 36 KSI (MIN)
ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
2.
ALL HARDWARE SHALL BE HOT DIP GALVANIZED PER ASTM
A123 OR ASTM B695 CLASS 50.
3.
ALL HARDWARE SHALL BE PAINTED TO MATCH POLE.
4.
ALL WELDING SHALL BE COMPLETED BY AWS CERTIFIED
WELDERS AND IN ACCORDANCE WITH AISC AND AWS D1.1.
012', TYP
Ya
DETAIL A
N.T.S.
ROUND PLAT
36 KSI(MIN)
J PIPE
iLIGH PLATE
DETAIL C
N.T.S.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`st. 18y"
0
i7
PY r T A 1 1 PY
I w� l
HIGHWAY 99
POLE & BASE PLATE
DETAILS
ill
2
STANDARD
DETAIL
TR-004
INSTALL THIS NUT -SET FIRST.
ONE NUT EACH SIDE OF CHANNEL.
TS2x2xjj x 30" (MAX)
DRILL 01�" FOR BOLTS
BRACKET 2" O.C.
(SIMILAR)
1'
0j" A307
ALL -THREAD
W/ (2) NUTS
EACH END --i
THRU-DRILL -
POLE 0yj"
& LEVEL
ROUND POLE
05.0" (MIN)
07.5" (MAX)
BANNER ARM
N.T.S.
0" (FULL TUBE
0j"x3j" A307 W/ DOUBLE -NUT
BRACKET
(SEE DETAIL ON TR-006)
STRUCTURAL STEEL NOTES:
J" WELDED CAP
BANNER t
0j" CAP HEAD SCREWS
W/ NUT AND LOCK WASHER
(MATCH BANNER HOLES)
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN
ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
2. ALL HARDWARE SHALL BE HOT DIP GALVANIZED PER ASTM
A123 OR ASTM B695 CLASS 50.
3. ALL HARDWARE SHALL BE PAINTED TO MATCH POLE.
4. ALL WELDING SHALL BE COMPLETED BY AWS CERTIFIED
WELDERS AND IN ACCORDANCE WITH AISC AND AWS D1.1.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`St. 18y"
BANNER
ARM & MOUNT
DETAIL
STANDARD
DETAIL
TR-005
ROTATI
FOR C
ARM BRACKET
N.T.S.
STRUCTURAL STEEL NOTES:
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN
ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
2. ALL HARDWARE SHALL BE HOT DIP GALVANIZED PER ASTM
A123 OR ASTM B695 CLASS 50.
3. ALL HARDWARE SHALL BE PAINTED TO MATCH POLE.
4. ALL WELDING SHALL BE COMPLETED BY AWS CERTIFIED
WELDERS AND IN ACCORDANCE WITH AISC AND AWS D1.1.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`s t . 1By"
BANNER
ARM BRACKET
DETAIL
STANDARD
DETAIL
TR-006