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MOUNTING HEIGHT = 30' EX
ARM = 6' EX
WATTAGE = 140W LED EX
FIXTURE = AEL AT82 EX
INITIAL LUMENS = 17,713 EX
DISTRIBUTION = TYPE III EX
LLF = 0.85
EX TYPE 111 SIGNAL POLE
MOUNTED LUMINAIRE
MOUNTING HEIGHT = 30' EX
ARM = 14' EX
WATTAGE = 140W LED EX
FIXTURE = AEL ATB2 EX
INITIAL LUMENS = 17,713 EX
DISTRIBUTION = TYPE III EX
LLF = 0.85
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EX R/W 4v
MOUNTING HEIGHT = 30' EX
ARM = 6' EX
WATTAGE = 140W LED EX
FIXTURE = AEL ATB2 EX
INITIAL LUMENS = 17,713 EX
DISTRIBUTION = TYPE III EX
LLF = 0.85
ILLUMINATION LEGEND
EXISTING DESCRIPTION
0-0 STEEL POLE MOUNTED LUMINAIRE
TYPE 3 SIGNAL POLE
MOUNTED LUMINAIRE
DATE: 06/03/2024
SITE
N
0 30
SCALE IN FEET
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
MOUNTING HEIGHT = 30' EX
ARM = 6' EX
WATTAGE = 140W LED EX
FIXTURE = AEL AT82 EX
INITIAL LUMENS = 17,713 EX
DISTRIBUTION = TYPE III EX
LLF = 0.85
CALCULATION SUMMARY
MIN. AVE.
MAX.
CALCULATION AREA
MAINTAINED
UNIFORMITY
RATIO
(FC)
(AVG./MIN.)
NE SUNSET BLVD
(PRINCIPAL ARTERIAL)
1.34
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ASPHALT 1 1 1 4
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WORKMAN ARLENE M.
0323059055 / l / PROPOSED MEDICAL OFFICE SHELL
LUMINAIRE 1 AND 3 SHALL BE PER COR STD 1 17.2 5,200 SF FOOTPRINT
WITH 44W LED FIXTURE, 4-FT ARM, 20-FT
CLEARANCE, NO FLOWER BASKET AND FACING
SIDEWALK.
LUMINAIRE 2 SHALL BE PER COR STD 1 1 7. 1 WITH
DUAL FIXTURES: WITH ONE AT 35-FT CLEARANCE
FACING STREET, 8-FT ARM AND 1 1 OW FIXTURE; AND
LOWER FIXTURE WITH 20-FT CLEARANCE, FACING
SIDEWALK, 4-FT ARM AND 44W FIXTURE.
LUMINAIRE POLE SCHEDULE
LUMINAIRE
RENTON POLE
POLE
MOUNTING
ARM
STATION REFERENCE
STATION
LATITUDE **
LONGITUDE **
WATTAGE
COMMENTS
POLE NO.
NO.
OFFSET
HEIGHT
LENGTH
O9
NE SUNSET BLVD.
4+28.61
33AFT RT
20.0'
4.0'
44W
O2
NE SUNSET BLVD.
5+01.56
33AFT RT
40.0'
4.0'
44W
O3
NE SUNSET BLVD.
5+60.61
33AFT RT
20.0'
4.0'
44W
CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL, 425-430-7423 FOR POLE NUMBERS TO BE INCLUDED ON POLES.
CONTRACTOR SHALL DETERMINE FINAL COORDINATES FOR RECORD DRAWINGS.
WIRING SCHEDULE
RACEWAY
KEYNOTE NO.
CONDUCTOR
COMMENTS
CONDUIT SIZE
ZL
2" SCH80
2 - #8
ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN
SIZE TO THE LARGEST CONDUCTOR (MINIMUM NO. 8) UNLESS OTHERWISE
NOTED.
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�SSIONAL
07/21 /2025
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
S
a a
CONSTRUCTION NOTES
N
BENCHMARK
DATUM
VERTICAL DATUM = NORTH AMERICAN VERTICAL
DATUM NAVD 88 (CITY OF RENTON)
CITY OF RENTON SURVEY CONTROL POINT 2189
BASE: CITY OF RENTON CONTROL POINT #1845
FOUND MONUMENT INCASED AT STREET
INTERSECTION OF 148TH AVENUE SOUTHEAST
AND SOUTHEAST 112TH STREET. KING COUNTY
SURVEY CONTROL POINT NO. 3725.
ELEVATION: 467.77 FEET
o N SITE NO. 1
+ SET MAG NAIL IN SIDEWALK, 3' SOUTH OF FACE
LO
_ OF CURB ON SOUTH SIDE OF SUNSET BLVD. AT
CENTER OF DRIVEWAY
w
ELEVATION: 400.60'
6+00 14+00 14 23
4 N63° 57' 27"E - �� SITE N0.2
N 828.07 SET PK NAIL IN ASPHALT, 8.8' NORTHEAST OF
1 LIGHT STANDARD, 27' NORTHEAST OF SOUTH
3 oN FOB END OF 6' CYCLONE FENCE.
1 w OON R //Vv ELEVATION: 396.77
Mv
2- - - - - � /Nc�s o �FNFR�I N[�TFS
OINSTALL DOME STYLE LED 44W FIXTURE ON POLE
PER COR STD PLAN 117.1, 117.2 AND 117.3.
OCOORDINATE WITH CITY INSPECTOR FOR
CONNECTION TO ELECTRICAL SERVICE. (VERIFY
SERVICE HAS CAPACITY)
OINSTALL LUMINAIRE AND JUNCTION BOX
CONCRETE PAD.
O4 INSTALL TYPE 1 JUNCTION BOX
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
1. ALL WORK SHALL BE IN ACCORDANCE WITH RENTON STANDARD
SPECIFICATIONS, RENTON STANDARD PLANS, AND THE CONTRACT,
UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL
BE ON SITE DURING CONSTRUCTION.
2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING
CONSTRUCTION.
3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF
WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
4. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN
WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING LIGHTING
WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN.
5. LUMINAIRE WIRING SHALL BE PER THIS PLAN AND CITY OF RENTON
STANDARD PLAN 119.
6. STREET LIGHT POLES SHALL BE NUMBERED PER CITY OF RENTON
STANDARD PLAN 121.
COORDINATE WITH THE CITY OF RENTON FOR NUMBERING.
7. FUSING AND/OR SPLICING OF LUMINAIRE WIRING SHALL BE PER CITY
OF RENTON STANDARD PLAN J013.
8. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE
MAINTAINED ON LEVEL GRADE
IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E.
JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN
POSTS).
9. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE
PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS
COMPLETE.
10. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN
THE PROJECT CONSTRUCTION
LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION
BOXES SHALL HAVE NON-SKID
LIDS).
11. LUMINAIRE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P
CONCRETE.
12. ALL ILLUMINATION SYSTEM ARE SUBJECT TO INSPECTION BY CITY OF
RENTON TRANSPORTATION OPERATIONS MAINTENANCE
DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO
COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS
MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS
MAINTENANCE REPRESENTATIVE.
13. CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE
MANAGER, ERIC CUTSHALL (425) 430-7423 FOR STREET LIGHTING
INSPECTION PRIOR TO ENERGIZING.
14. THE CONTRACTOR SHALL SUBMIT, FOR REVIEW BY THE ENGINEER,
DESIGNS FOR THE LUMINAIRE POLE FOUNDATIONS THAT BEAR THE
SEAL AND SIGNATURE OF A VALID LICENSED
WASHINGTON STATE PROFESSIONAL ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY STRUCTURAL AND/OR
GEOTECHNICAL ANALYSIS THAT MAY BE NEEDED TO DETERMINE
THE NECESSARY FOUNDATION DEPTHS FOR THE NEIGHBORHOOD
STREET PEDESTRIAN LUMINAIRE POLES, IN ACCORDANCE WITH CITY
OF RENTON STANDARD PLAN 116.1. A GEOTECHNICAL ENGINEER
SHALL BE PRESENT AT THE TIME OF BORING OF THE FOUNDATION
TO VERIFY SOIL CONDITIONS.
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DocuSign Envelope ID: 9D9130DA8-O385-4664-AE66-57BFF1 561 D7F
20UND POLE CAP
ALUMINIUM SHROUD BY MANUFACTURER
DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES
LUMINAIRE ARM LENGTH DISTRIBUTION, 4000K CCT, 120-277V UNIVERSAL DRIVER (750NHA OR
PER PLANS, 10' MAX LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL)
DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM
DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119.
PAINT SPECIFICATIONS:
ALL LUMINAIRE, POLE, CAST ALUMINUM BASE PARTS, AND
ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE
SHALL BE FACTORY PRIMED AND POWDER COATED TO
MATCH FINISH COLOR.
ALL BANGING AND ALL OTHER MOUNTING HARDWARE
SHALL MATCH FINISH COLOR.
FINISH COLOR: RAL 9005TX "JET BLACK", OR APPROVED
EQUAL NTH PAINT CHIP.
DECORATIVE LUMINAIRE POLE NOTES
OT ROUND TUBULAR SECTION
(NO TAPER)
DOME STYLE LED LUMINAIRE
(WATTAGE PER PLANS, TYPE 3 IES
�- DISTRIBUTION, 4000K CCT, 120-277V
UNIVERSAL DRIVER (750mA OR
LOWER), WITH FLAT GLASS LENS) BY
CYCLONE (OR APPROVED EQUAL)
DRIVER SHALL BE INTEGRAL TO THE
FIXTURE. FOR MOUNTING ARM DETAILS
SEE STD PLAN 117.3. WRING PER
STD PLAN 119.
LUMINAIRE ARM
0
I
s
18"
FOR STREET LIGHT STANDARD DECAL
NUMBERING DETAIL, REFER TO GTY OF
RENTON STD PLAN 121
Y
¢ POLE SHAFT FABRICATED FROM 6063-T4
w ALUMINUM, HEAT TREATED TO T6 CONDITION
�o
s N AFTER WELDING. 10' O.D. x 0.250" WALL AT
z o BOTTOM OF POLE SHAFT, 9.375' O.D. AT 27'
r= UP FROM BUTT OF POLE. TAPERED BETWEEN
z o LUMINAIRE CONNECTIONS
0 0
s
(6) 1.38" DIA. X 2' LONG SLOTTED
HOLES 'NTH 1 1/4" DIA, 4" HEX
27 Yt"
HEAD CONNECTING BOLTS AND NUTS A36 STEEL,
_ �1 Y�" THICK
p= !!! BASE PLATE
a
;0
N, A
15"6 BOLT CIRCLE
POLE BASE PLATE DETAIL
FOUNDATION SHALL SUPPORT
POLE SHOWN IN STANDARD PLAN
•�
DECORATIVE BASE COVER PER
DETAIL, THIS SHEET
i
4" X 8" REINFORCED ALUMINUM HANDHOLE
OPENING WTH 5/16•-18 HOLE FORA
GROUND CONNECTOR AND FLUSH FITTING
CAST ALUMINUM ANCHOR BASE,
ALUMINUM DOOR W/ GASKET
INSTALL ANCHOR BOLT COVERS
o
(PROVIDED BY POLE
m
MANUFACTURER)
6' HIGH SIDEWALK
OR PLANTER STRIP
ROADWAY
CONCRETE PAD/SIDEWALK PER STD PLAN 120 IF SURFACE IS NOT LEVEL, INSTALL
GROUT AT BASE OF POLE AND
FOUNDATION PER STRUCTURAL ANALYSIS BASE COVER, PROVIDE 1/2- DIA
DRAIN TUBE THROUGH GROUT
POLE ELEVATION
117.1A
FOUNDATION, AND ANCHOR BOLT
DETAILS PER STANDARD PLAN
117.1A
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180' 0' w
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2
• DECORATIVE ROADWAY LUMINAIRES
ARE MOUNTED AT 0'
• DECORATIVE PEDESTRIAN LUMINAIRES
ARE MOUNTED AT 180'
• HANDHOLES ARE MOUNTED AT 180'
ORIENTATION LOCATION
9V
OCTAGONAL SPLIT TI 0P i•
CAST IRON BASE
NTH REMOVABLE
ACCESS DOOR
21
DECORATIVE BASE COVER
Y o� ARTERIAL STREET STD. PLAN - 117.1
PUBLIC WORKS DECORATIVE LUMINAIRE POLE
+ � + APPROVED:
p DEPARTMENT DETAILS Martin Pastucha 7/27/2022 1
DATE
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF156lD7F aCKET CABLE, #10
AWG. SPLICES BETWEEN FUSE
HOLDER AND LUMINAIRE FIXTURE
SHALL NOT BE ALLOWED
FUSE KITS QUICK DISCONNECT 3 AMP TO LUMINAIRE
IN LINE FUSE KITS S.E.C. OR EQUAL, TO RECEPTACLE
ONE PER CURRENT CARRYING 120VAC RECEPTACLE WIRING, IF
REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE APPLICABLE. WIRING SIZE PER
LID STANDARD DUTY AND RECEPTACLE WIRING CONTRACT
JUNCTION BOX TYPES 1 & TO LUMINAIRE
2 STANDARD PLAN J-40.10 GREEN INSULATED WIRE, SIZED
SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG TO MATCH THE LARGEST
KITS ON ALL THRU WIRE RUNS CURRENT CARRYING CONDUCTOR.
CONCRETE PAD OR TERMINATE AT LUMINAIRE
SIDEWALK PER STD PLAN 120 GROUND LUG
24"(MIN) COVER #8 BARE COPPER \ \ \ II LIFER GROUND,
GROUND WIRE GROUND II II NON -INSULATED #4 AWG
CLAMP II II STRANDED COPPER,
II PROVIDE 3' MIN. SLACK.
1 - EQUIPMENT GROUND 2" PVC CONDUIT II ROUTE FROM GROUNDING
WIRE W/GREEN INSULATION REBARO CONNEECTIOTO
FROM SERVICE CABINET, REBAR USING AN ACORN
SEE NOTE 2, THIS SHEET CLAMP
2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD CONCRETE FOUNDATION
GROUND ROD
WIRES TO CONTACTOR
(SIZED AS REQ'D.)
2 - 120VAC RECEPTACLE SYSTEM
WIRES TO SERVICE CABINET, IF
APPLICABLE (SIZED AS REQ'D.)
NOTES:
1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY.
2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN
#8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS.
3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE
HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE.
4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED
WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTORS, SHALL BE RUN FROM THE FIXTURE TO THE POLE
GROUND LUG.
5. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
LUMINAIRE ELECTRICAL STD. PLAN - 119
PUBLIC WORKS WIRING SYSTEM
+ � + APPROVED:
DEPARTMENT 7/27/2022 1
rtin Pastucha
DATE
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DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF156lD7F DIRECTION GENERAL NOTES:
rHINI JrLVMAIIVIND: STREET OF STREET OF 1. DOWNTOWN DECORATIVE PEDESTRIAN LUMINAIRES
ALL LUMINAIRE, POLE, CAST ALUMINUM CURB ACURB AND TRAFFIC SHALL BE EQUIPPED NTH ALL EQUIPMENT
BASE PARTS, AND ANY ADDITIONAL SIDEWA�N�TRAFFIC
SIDEWALK SHOWN ON THIS SHEET
EQUIPMENT MOUNTED ON THE POLE 2. ARTERIAL DECORATIVE PEDESTRIAN LUMINAIRES
SHALL BE FACTORY PRIMED AND POWDER 27090 270 ° SHALL NOT COME EQUIPPED WTH BANNERS AND
COATED TO MATCH FINISH COLOR. FLOWER BASKET ARMS/BASKETS
3. ORIENTATION OF EQUIPMENT FOR DOWNTOWN
DOWNTOWN LOCATION ARTERIAL LOCATION Q
ALL BANDING AND ALL OTHER MOUNTING LOCATIONS AND ARTERIAL LOCATIONS SHALL BE
HARDWARE SHALL MATCH FINISH COLOR. ORIENTATION NOTES -DOWNTOWN LOCATIONS ORIENTATION NOTES -ARTERIAL LOCATIONS PER ORIENTATION LOCATION DETAIL, THIS SHEET
• DECORATIVE PEDESTRIAN LUMINAIRES MOUNTED • DECORATIVE PEDESTRIAN LUMINAIRES
FINISH COLOR: RAL 9005TX "JET BLACK", AT 0-, UNLESS OTHERWISE NOTED ON PLANS MOUNTED AT 180', UNLESS OTHERWISE
OR APPROVED EQUAL WITH PAINT CHIP. • HANDHOLES MOUNTED AT 180' NOTED ON PLANS
• RECEPTACLE MOUNTED AT 180' • HANDHOLES MOUNTED AT 0'
DECORATIVE LUMINAIRE POLE NOTES . CARFLEX CONDUIT AND IRRIGATION HOLE . RECEPTACLE MOUNTED AT 0'
LOCATED AT 0' • CARFLEX CONDUIT AND IRRIGATION HOLE 2-6"
OT ROUND TUBULAR SECTION . PLANT SUPPORT BRACKETS MOUNTED AT 90' LOCATED AT 180' 8 E #5 BARS,
(NO TAPER) & 270' (UNLESS OTHERWISE NOTED ON PLANS) ONE 2" CONDUIT, UNLESS EVENLY SPACED
• BANNER MOUNTED AT 180' STATED OTHERWSE ON THE CENTER
ORIENTATION LOCATION DETAIL PLANS. STUBOUT 1' FROM CONDUIT
DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, EDGE OF CONCRETE IN
TYPE 3 IES DISTRIBUTION, 4000K CCT, 120-277V 4• ALUMINUM POLE TOP CAP WITH FOUNDATION AND CONNECT FOUNDATION
UNIVERSAL DRIVER 750mA OR LOWER WITH FLAT TO CITY JUNCTION BOX PER
(3) SET SCREWS AT 120' APART
GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) STD PLAN 119 #4 HOOPS 012"
DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR o ANCHOR BOLT
MOUNTING ARM DETAILS SEE STD PLAN 117.3. WIRING
PER STD PLAN 119. _i FOUNDATION SECTION _ a
w
O GROUND POLE
O . CONDUIT, SEE FOUNDATION TO FOUNDATION 2
4" O.D. SECTION, THIS SHEET PER STD PLAN -
TOP OF CONCRETE 119
PAD/SIDEWALK
LDOWNTOWN LOCATIONS ONLY. (2) DECORATIVE
1f 8• l BANNER BRACKETS WITH PRESSURE RELEASE
SPRINGS WTH PROTECTIVE RUBBER COATING
DOWNTOWN LOCATIONS ONLY. -
1/2" DIA. HOLES FOR BANNER. SECURE TOP =______
BANNER BRACKET WITH THROUGH BOLTS AND - J
SHIM TO LEVEL PER MANUFACTURER'S INST z _
DOWNTOWN LOCATIONS
ONLY. 2' x 4' ¢ z
STREET UGHT STANDARD DECAL DECORATIVE BANNER i
NUMBERING PER STD PLAN 121
V N
EXTERNAL FESTOON CASTING WITH
DOWNTOWN LOCATIONS w
k' LOCKABLE DIE CAST NEMA 3R ONLY. 2' DECORATIVE
a LOCKING, PAINTABLE, WEATHERPROOF, BANNER ARM NTH FINIAL w m
Y IN -USE COVER, MODEL WP1010MC BY #4 HOOPS 012" x
INTERMATIC (OR APPROVED EQUAL) i w J
3 MOUNTED TO GFCI RECEPTACLE. PAINT -------- c� 8 - #5 BARS, EVENLY o a
o TO MATCH POLE 3" x 5' REINFORCED ALUMINUM DRIP SPACED zo
N ACCESS HANDHOLE OPENING AND "' 2-1/2" CLR
V p w
ao DOWNTOWN LOCATIONS ONLY. FLUSH FITTING ALUMINUM DOOR WITH a z
SECURE BOTTOM BANNER GASKET LOCATED AT 180' J o
o BRACKET NTH 3 DOWNTOWN LOCATIONS ONLY. >
ADJUSTABLE STAINLESS o
STEEL BANDS AND SHIM TO DECORATIVE FLOWER BASKET AND e _
ARMS PER STD PLAN 117.4
_ LEVEL PER MANUFACTURER'S i�
INSTRUCTIONS
a TAPERED POLE SHAFT
1" DIA. IRRIGATION FABRICATED FROM 6063-T4 FOUNDATION DETAIL
TUBING HOLE ALUMINUM TUBE (POLE
m ASSEMBLY HEAT TREATED TO ',n 3/8" STEEL PLATE
T6 CONDITION AFTER WELDING) " 1-1/8" DIA HOLE (TYP)
3
ASTM 356, SPLIT CAST 6" O.D. x .250" WALL O BOLT CIRCLE PER STD
i ALUMINUM BASE, 2'-0'
TALL, NTH 4" x 6" TOP OF BASE ACCEPTING 6" PLAN 117.4
REMOVABLE ACCESS DOOR. STRAIGHT ROUND POLE
z .o SEE STD PLAN 117.4 FOR SECTION. INSTALL RUBBER
ANCHOR BOLT TEMPLATE DETAIL
ADDITIONAL DETAILS GASKET AT TOP OF BASE
3" x 5• REINFORCED ALUMINUM - 1
"� 1.5' MIN. HANDHOLE OPENING ON POLE WITH TOP OF FOUNDATION
T TO 3.5' MAX FROM 3/8"-16 HOLE FOR A GROUND
FACE OF CURB TO CONNECTOR AND FLUSH FITTING ANCHOR BOLT TEMPLATE, TOTAL,
ALUMINUM DOOR WITH GASKET SEE ANCHOR BOLT TEMPLATE
FACE OF BASE DETAIL, THIS SHEET (TYP)
FABRICATED ALUMINUM
BASE PLATE ASSEMBLY ANCHOR BOLT, 4 TOTAL, 1" DIA,
PER STD PLAN 111.4 STEEL F1554 OR GRADE 55 (TYP)
�i TOP OF SIDEWALK OR •i 1" HEX NUTS (6 REQ'D PER ANCHOR
CONCRETE PAD BOLT), AND FLAT WASHERS (6 REQ'D
o PER ANCHOR BOLT)
FACE OF CURB ANCHOR BOLT ASSEMBLY DETAIL
CONCRETE PAD OR SIDEWALK FOUNDATION NOTES
PER STD PLAN 120 1. SONOTUBES SHALL NOT BE ALLOWED
IF SURFACE IS NOT LEVEL. INSTALL 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN
FOUNDATION, SEE THIS SHEET. EDGE OF
GROUT AT BASE OF POLE AND BASE FOUNDATION SHALL IS LOCATED ACCORDANCE NTH THE LATEST WSDOT STANDARD SPECIFICATION
COVER, PROVIDE 1/2" DIA DRAIN TUBE LEAST 5' FROM CITY UTILITIES UNLESS SECTION 9-29.6(5) FOUNDATION HARDWARE
THROUGH GROUT POLE ELEVATION OTHERWSE APPROVED BY THE CITY FOUNDATION DETAILS
Y ARTERIAL & DOWNTOWN STREET
STD. PLAN - 117.2
+ �00 PUBLIC WORKS DECORATIVE PEDESTRIAN
+ APPROVED:
p DEPARTMENT LUMINAIRE POLE DETAILS rrMartinPastucha 7/27/2022
DATE
DocuSign Envelope ID: 9D9130DA8-O385-4664-AE66-57BFF1 561 D7F
7'-0"
1�-0-0
MIN. / MIN.
LUMINAIRE POLE L JUNCTION BOX
CONCRETE PAD,
PLAN VIEW BROOM FINISH
AIRE POLE
ZETE PAD
4"
JUNCTION BOX
__r�LUMINAIRE CONCRETE
FOUNDATION
SIDE VIEW
LUMINAIRE CONCRETE PAD DETAIL
GENERAL NOTES:
1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS
OUTSIDE OF SIDEWALK
2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL
BE PER STD PLAN 135
3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE
LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD
ELEVATION OR BOTTOM OF SIDEWALK ELEVATION
4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN
5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND
TYPE 2 JUNCTION BOXES ONLY
Ell
LUMINAIRE POLE JUNCTION BOX
CONCRETE SIDEWALK
PLAN VIEW PER STD PLAN 102
LUMINAIRE POLE
CONCRETE SIDEWALK
PER STD PLAN 102
JUNCTION BOX
LUMINAIRE CONCRETE
FOUNDATION
SIDE VIEW
LUMINAIRE WITH SIDEWALK DETAIL
orj
CONCRETE PAD
JUNCTION BOX PLAN VIEW
4"
CONCRETE PAD
JUNCTION BOX SIDE VIEW
INDIVIDUAL JUNCTION BOX PAD DETAIL
LUMINAIRE CONCRETE STD. PLAN - 120
\l+ PUBLIC WORKS PAD/SIDEWALK AND APPROVED:
DEPARTMENT JUNCTION BOX CONCRETE PAD Martin Pastucha 7/27/2022
FN \�
DATE
TACO MA S EATTL E
�1 SPOKANE TRI-CITIES
��"N6ALEg�lyCs1 �� 2215 North 30th Street, Suite 300 Tacoma, WA 98403
NAL E 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
07/21 /2025
L
DocuSign Envelope ID: FFA9ADCA-D050445F-B750-15F9271FC791
46 5/8" ROADWAY SCALE
POLE
04" PEDESTRIAN SCALE
CL
2'-C"
=
(LUMINAIRE ARM
=
DIRECT ACCESS
TO THE SCREWS
LENGTH) 15"
z POSE
10'-0"
HOLE(LUMINAIRE
ARM LENGTH)
2" TANGENT
2,5' R
45' R 38"
BRACKET
LEADS
� =
-la"
I
THIS SIDE
c�
�
6"
WIREWAY TOP VIEW
4" OD HOLE
�
3"W X 5"H 6061-16
4"W X 6"H - 6061-T6 0.188"
0.188" RECTANGULAR
RECTANGULAR ALUMINUM TUBE TERMINAL
ALUMINUM TUBE W
BLOCK
=
z
12'-0"
CONNECTOR
I
(LUMINAIRE ARM LENGTH)
POE
u
/
60' R 46"
4, 0„
MAX OPENING
(LUMINAIRE ARM LENGTH)
FOR WIREWAY
Ii
..
,
1
2" TANGENT
13.5" 6"
z CD
= 7.5' R 4-0HOLE TOP LUMINAIRE HOUSING
4"W X 6"H - 6061-T6 0.188"
= 5" RECTANGULAR ALUMINUM TUBE
3.5"0 HOLE
ALUMINUM FIN WELDED TO
3"W X 5"H 6061-T6 0.188" ARM AND POLE CLAMP
RECTANGULAR ALUMINUM TUBE O
= WIREWAY SHALL BE SCH40 ALUMINUM PIPE WITH MINIMUM 1"
z ID, AND MAXIMUM 1 1/2" OD. TYPICAL FOR ALL ARMS
I 6'-0"
LUMINAIRE ARM LENGTH ~
( ) ROUND CAP o =
PIGTAIL FROM FIXTURE TO
16' R 22" ALUMINUM SHROUD = TERMINAL BLOCK SHALL BE
Q (BY MANUFACTURER) PROVIDED BY
6" MANUFACTURER.
MANUFACTURER FOR TERMINAL BLOCK DETAIL,
4"0 HOLE SHALL WELD SHROUD SEE THIS SHEET
ALL THE WAY
AROUND
4"W X 6'H - 6061-T6 0.188" _- - --- STRAIN RELIEF,
= RECTANGULAR ALUMINUM TUBE SEE NOTE 7
C!)
= LUMINAIRE ARM
z a CLAMP -ON TO
LUMINAIRE
(LUMINAIRE ARM LENGTH) LUMINAIRE c
CONDUCTORS, 'o
30' R 30" SEE STD a DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS,
PLAN 119 z J
TYPE 3 IES DISTRIBUTION, 4000K CCT, 120-277V
6" J UNIVERSAL DRIVER (750rnA OR LOWER), WITH FLAT
7;�o
HOLE GLASS LENS) BY CYCLONE (OR APPROVED EQUAL)
DRIVER SHALL BE INTEGRAL TO THE FIXTURE
5"
4"W X 6"H - 6061-T6 0.188" 3 PRONG METAL
RECTANGULAR ALUMINUM TUBE BIRD SPIKES
4.75" UV PROTECTED
NOTES: POLYCARBONATE BASE
1. STD PLAN 117.1/117.1A ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS
2. STD PLAN 117.1/117.1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS
3. STD PLAN 117.2 LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCATIONS, AND 2' FOR DOWNTOWN LOCATIONS
4. LUMINAIRE ARM LENGTH SHALL BE 12' OR LESS FOR TYPE III TRAFFIC SIGNAL POLES
5, POLE AND BRACKET CABLE SHALL BE 10 AWG WITH O.D. LESS THAN 0.5 INCHES
6. BIRD SPIKES SHALL BE REQUIRED ON LUMINAIRE ARM, LUMINAIRE FIXTURE CAP, AND LUMINAIRE/SIGNAL POLE CAP (IF APPLICABLE),
UNLESS OTHERWISE APPROVED BY THE CITY. PAINT TO MATCH LUMINAIRE POLE COLOR
7. ALL LUMINAIRE FIXTURES SHALL INCLUDE STRAIN RELIEF PER STD PLAN 118
LUMINAIRE AND MOUNTING
PUBLIC WORKS STD. PLAN- 117.3
BRACKET DETAIL APPROVED:
DEPARTMENT �^0 4/4/2024 I 4
DATE
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1 561 D7F
INSTALL DECAL NUMBERS/LETTERS VERTICALLY.
DECAL NUMBERS/LETTERS, SEE NUMBERING
EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN
DRY WEATHER, 50• F OR ABOVE-,
c
4
C
5 i
6
z
7 z
0
NUMBERING EXAMPLE
1-3/4" TO 2"
0
1-DECAL
PEDESTRIAN SCALE
TRAFFIC
~ FLOW
DECAL ORMATION
FOR POLES SHOWN ON STD PLAN 115.1
I-PEDESTRIAN
PEDESTRIAN SCALE
DECAL
SCALE GC
DECAL URB
TRAFFIC TRAFFIC
FLOW FLOW
DECAL ORENTATION
FOR POLO SNOMM ON STD PLAN 117.2
PEDESTRIAN SCALE
as. DECAL
/"j 45 `ROADWAY SCALE
DECAL
TRAFFIC
FLOW
DECAL ORENTATION
FOR POLES SHOWN ON STD PLAN 117A S 117.1A
0�
T
PEDESTRIAN SCALE DECAL
DECAL NOTES:
1. DECALS SHALL BE REFLECTORIZED, GOTHIC FONT, GOLD OR WHITE LEGEND ON
BLACK BACKGROUND
LUMINAIRE STANDARD DECAL
STD. PLAN - 121
PUBLIC WORKS NUMBERING SYSTEM
+ •°�+ APPROVED: 7
DEPARTMENT Martin Pastucha /27/2022 1
DATE
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
CONSTRUCTION NOTES
1) NO SONAIUBE ALLOWED FOR FOONDATION CONSTRUCTION
2) FOR FOUNDATION AND ANCHOR BOLT DETAL$ SEE STD PLAN 117.2
Yf FLEXIBLE
2" CONDUIT WTH BELL END,
CONDUIT FOR
N' FLEXIBLE
SEE S10 PLAN 119
IRRIGATION
2' CONDUIT WITH BELL END
CONDUIT FOR
Sqi 80 REDUCER
IF SURFACE IS NOT LEVEL,
IRRIGATION
IF SURFACE IS NOT LEVEL,
(S X T)
INSTALL GROUT AT BASE OF POLE I
SCH 80 REDUCER
INSTALL GROUT AT BASE OF
1" CONDUIT FOR
AND BASE COVER, PROVIDE 1/2-
(S X T)
POLE AND BASE COVER,
IRRIGATION
DIA DRAIN TUBE THROUGH GROUT
1" CONDUIT FOR
PROVIDE 1/2- DIA DRAIN TUBE
MICROTUBING
SEE TYPICAL LIGHTING
IRRIGATION
THROUGH GROUT
MICROTUBING
UNDERGROUND SYSTEM, CITY
MICROTUBING
OF RENTON STD. PLAN 119,
MICROTUBING
SEE TYPICAL LIGHTING
CONCRETE PAD
FOR JUNCTION BOX AND
CONCRETE PAD
UNDERGROUND SYSTEM, CITY -
OR SIDEWALK
WIRING CONFIGURATION.
OR SIDEWALK
OF RENTON STD. PLAN 119,
PER STD PLAN
RECEPTACLE HIRING PER
PER STD PLAN
FOR JUNCTION BOX AND HIRING
LLBE
CONFIGURATION. RECEPTACLE
a
120
IRRIGATION CONDUIT SHALL
20
WRING PER PLANS
a
ROUTED TO IRRIGATION VALVE
-
BOX. IRRIGATION EQUIPMENT
IRRIGATION CONDUIT SHALL BE
SHALL NOT INSTALLED IN
ROUTED TO IRRIGATION VALVE
JU
ELECTRICAL JUNCTION BOXES
-
BOX IRRIGATION EQUIPMENT
n -
FOUNDATION PER
SHALL NOT BE INSTALLED IN
STD PLAN 117.2
-
ELECTRICAL JUNCTION BOXES
ANCHOR BOLT, HEX NUTS,
.d - -
SPREAD
AND ANCHOR BOLT TEMPLATE
FOUNDATION PER
PER S1D PLAN 117.2
STRUCTURAL DESIGN
ANCHOR BOLT. HEX NUTS,
ANO ANCHOR BOLT TEMPLATE
APPROVAL FROM CITY OF RENTON PUBLIC WpPo(811RANSPORTATION
PER STD PLAN 117.2
e d - -
SHALL BE REQUMtED TO USE TIME FOUNDATION TYPE
o
CONDUIT/ANCHOR BOLT DETAIL FOR SPREAD FOUNDATION
CONDUITIANCHOR
BOLT DETAIL FOR SHAFT FOUNDATION
AST
JM BASE
:MOVABLE
DOOR
UNE
DRIP MICROTUBING
(TYP)
2'-0" LONG
DECORATIVE - - - - - - -
ALUMINUM PLANT
SUPPORT ARMS
GASKET OVER HOLE
WTH HOLE FOR
- - - MICROTUBING
- I
WTH SET SCREWS
I
(MAX 60LB LOAD)
AND FINIAL (TYP) I
I
1" DID. IRRIGATION I
I
HOLE WTH LIQUID
I
TIGHT FITTING I
I '
SUPPLFLEXIBYEPOLEDNTH
I
)¢'FLEXIBLE CONDUIT
FLOWER BASKETS
PROVIDED BY OTHERS--`1
DOWNTOWN DECORATIVE
FLOMR
BASKET DETAIL
ALUMINUM POLE
SHAFT
n
THK. ALUMINUM BASE
PLATE
(6061-T6 ALLOY)
ANCHOR BOLTS
PER STD PLAN
117.2
(4) 1 1/4' DIA. x 1 5/8' LG.
BOLT SLOTS
10 1/2' BOLT CIRCLE
a (8) 3' x 3" x Y' THK.
'o ALUMINUM PL GUSSETS
H- I (6061-T6 ALLOY)
�6" OD. x .250' WALL
ALUMINUM POLE
R=2" TYP.
Y_ ARTERIAL & DOWNTOWN STREET STD. PLAN - 117.4
PUBLIC WORKS DECORATIVE PEDESTRIAN
APPROVED:
DEPARTMENT LUMINAIRE POLE DETAILS r 7/27/2022 1
I Martinastucha
DATE
USE OF COR STD PLAN JO 13 - SPLICE KIT
REQUIRED WHERE NEEDED.
5:
T-433502
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