ITB 6902 Traffic Signal Poles

INVITATION TO BID
CITY OF JOHNSON CITY, TENNESSEE
PURCHASING DEPARTMENT
WWW.JOHNSONCITYTN.ORG/PURCHASING 423/975-2711
Bid Name / Number TRAFFIC SIGNAL POLES/ 6902
Due Day / Date / Time Thursday / April 2, 2026 / 10:30 AM ET (at which time it will be opened publicly)
Bid Location / Mail Address Johnson City Purchasing Department, Debbie Dillon-Director,
209 Water Street, Johnson City, TN 37601
Bid Contact / Telephone Anthony Todd atodd@johnsoncitytn.org or purchasing@johnsoncitytn.org
Bid Issue Date March 19, 2026
Project Location Public Works Traffic Division, 209 Water Johnson City, TN 37601
FOB Destination, freight prepaid and allowed - Johnson City, TN
Payment Terms Net 30
Anticipated Award Date: April 17, 2026
Bidder is responsible for completing the remaining portion of this bid document
DESCRIPTION
Traffic Signal Poles meeting current applicable ASTM & AASHTO standards as per the attached price sheet,
drawings and plans which are an integral part of this bid.
Attached price sheet must be completed and returned with bid package.
List delivery time frame as that may be an award consideration.
_______________________________________________________
Solicitations will be opened publicly via a simultaneous virtual and in-person meeting.
Join Zoom Meeting: ITB 6902 Traffic Signal Poles Virtual Bid Opening; Meeting ID: 835 3322 2647
Passcode: 704498. If you do not have access to a webcam, or you have no audio with your system, you may call
this number to join: (646) 518-9805. Any issues accessing the zoom web meeting please call 423.975.2715 for direct
assistance.
Bidder's Reminder: Bid to be signed by authorized company representative; Verify prices, extensions and total as correct
By signing this document, the undersigned hereby agrees to the prices and all other terms and conditions, including the attached Sealed Solicitation
General Terms & Conditions and the City's Requirements for Bids, Requests for Proposals, and Contracts Between the City of Johnson City and Other
Parties and the Requirements of the Iran Divestment Act and Non-Boycott of Israel Act (Sealed Solicitations General Terms & Conditions #16 & #19)
contained in this bid and associated documents relating to this bid and will furnish items as specified if this bid is accepted. By submission of this bid,
each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization,
under penalty of perjury, that to the best of its knowledge and belief that each bidder complies pursuant to T.C.A. 12-12-106 & T.C.A. 12-4-119.
SUBMITTAL INSTRUCTIONS: Firm Name______________________________________________
Submit electronically per link below or place
signed bid response in a sealed envelope By________________________________________________
plainly identified on the outside with vendor PRINTED & SIGNED
name and bid name and number. Vendor Address_______________________________________________
responsible for delivery to Johnson City
Purchasing Dept., Debbie Dillon- Director, 209 ________________________________________________
Water Street, Johnson City, TN 37601 on or
before the bid opening date and time. Telephone_____________________________________________
ELECTRONIC RESPONSES: CLICK HERE E-Mail________________________________________________
THIS SHEET MUST BE SIGNED AND RETURNED WITH BID PACKAGE TO BE CONSIDERED

Specifica(cid:415)ons
730.32 Can(cid:415)lever Signal Supports (Devia(cid:415)ons from the TDOT specifica(cid:415)on are noted in the specifica(cid:415)on
as underlined or strike through)
This Subsec(cid:415)on applies to the manufacture of steel poles and mast arms for the support of traffic signals.
The height of poles, sha(cid:332) dimensions and wall thickness shall meet the design requirements and
moun(cid:415)ng height of traffic signals as set forth in these Specifica(cid:415)ons and shown on the Plans. The Plans
indicate bracket arm lengths.
Signal poles and arms shall be uniformly tapered, cylindrical or fluted, if specified in the plans. If
fluted is not specified in the plans, they shall be cylindrical, and mul(cid:415)-sided poles will not be
acceptable.
Furnish poles consis(cid:415)ng of a straight or uniformly tapered sha(cid:332), cylindrical or octagonal in cross-sec(cid:415)on,
having with a base welded to the lower end and complete with anchor bolts. All cas(cid:415)ngs shall be clean
and smooth with all details well defined and true to pa(cid:425)ern. Steel cas(cid:415)ngs shall conform to ASTM A27,
Grade 65-35. Gray iron cas(cid:415)ngs shall conform to ASTM A126, Class A.
All mast arms shall be compa(cid:415)ble with the poles in material, strength, shape, and size.
A. Anchor Base
Secure an anchor base of one-piece cast steel or steel plate of adequate strength, shape, and
size to the lower end of the sha(cid:332). Place the base so as to telescope the sha(cid:332), and weld at the
top and bo(cid:425)om faces with con(cid:415)nuous fillet welds so that the welded connec(cid:415)on develops the
full strength of the adjacent sha(cid:332) sec(cid:415)on to resist bending ac(cid:415)on. Provide each base with a
minimum of four holes to receive the anchor bolts. Provide cast steel bases with removable cast
iron covers for anchor bolts and tapped holes for a(cid:425)aching covers with hex head cap screws.
Provide a welded frame handhole, 5 x 8 inches minimum and located with a clear distance above
the base of no less than the pole diameter, "D." Weld a 1/2-inch 13 UNC grounding nut to the
inside of the pole at a point readily accessible for wiring. An addi(cid:415)onal hand hole shall be
required at the signal mast arm, if the pole extends more than 1 foot above the top of the mast
arm flange.
B. Sha(cid:332)
Fabricate sha(cid:332)s from the best, hot-rolled basic open hearth steel. The sha(cid:332) shall have only one
longitudinal electrically welded joint and may have electrically welded intermediate transverse
full penetra(cid:415)on circumferen(cid:415)al joints, at intervals of not less than 10 feet. The sha(cid:332) shall be
longitudinally cold-rolled to fla(cid:425)en the weld and increase the physical characteris(cid:415)cs so that the
metal will have a minimum yield strength of 48,000 pounds per square inch. Where transverse
full penetra(cid:415)on circumferen(cid:415)al welds are used, the sha(cid:332) fabricator shall furnish to the Engineer
cer(cid:415)fica(cid:415)on that: (1) all such welds have been radiographed and ultrasonically tested by an

independent tes(cid:415)ng laboratory using a qualified Nondestruc(cid:415)ve Tes(cid:415)ng (NDT) technician and (2)
the NDT equipment has been calibrated annually.
An extension to the sha(cid:332) shall be provided for a street light luminaire(s) to be mounted at the
height above the roadway specified in the plans; if no height is specified , it will be 35' above the
roadway.
Fit the sha(cid:332) with a removable pole cap, a J-hook wire support welded inside near the top, and a
flange plate assembly to match that welded to the bu(cid:425) end of the mast arm, and add a J-hook at
all loca(cid:415)ons where a mast arm is located.
When a decora(cid:415)ve post top fixture for ligh(cid:415)ng is noted in the plans, a tenon mee(cid:415)ng the
luminaire manufacturer's specifica(cid:415)ons shall be provided to install the fixture or crossarm and
access shall be provided at the arm for signal cable installa(cid:415)on.
If a fluted sha(cid:332) is specified, the flutes shall be uniform, equally spaced, and well defined.
C. Mast Arms
Provide mast arms fabricated and cer(cid:415)fied in the same manner as the upright sha(cid:332)s or as
specified in the plans and that have the same physical characteris(cid:415)cs.
The mast arms shall meet the design requirements necessary to support rigidly mounted traffic
signals as shown on the Plans. All arms shall include a removable cap at the (cid:415)p, grommeted wire
outlets, and signal hanger assemblies of the type and number shown on the Plans, and a flange
plate welded to the bu(cid:425) end to provide a rigid connec(cid:415)on to the mast. The assembly shall be
constructed so that all wiring can be concealed internally.
Connect mast arms to the upright pole at a height necessary to provide a minimum clearance of
16 feet 6 inches and a maximum clearance of 19 feet under the traffic signal heads. Install
separate signal heads to provide the same clearance.
If a fluted arm is specified, the flutes shall be uniform, equally spaced, and well defined.
If a curved arm(s) shown or specified in the plans, it shall be smooth unless specified to be
fluted.
If street light mast arms are specified in the plans, they shall be provided as shown in the plans.
Standard street light mast arms have a 6' rise above the a(cid:425)achment point at the sha(cid:332) and shall
be long enough to posi(cid:415)on the luminaire over the edge of the lane for the approach which it is
to illuminate. The plans may call for mul(cid:415)ple street light arms on some sha(cid:332)s.
D. Finish

Galvanize steel poles, mast arms, and hardware in accordance with ASTM A123.
Galvanize all steel and cast iron components, hardware, and threaded fasteners, except anchor
bolts, a(cid:332)er fabrica(cid:415)on in accordance with ASTM A123, or A153 or A385, as applicable.
When painted poles are specified, the color shall be approved by the City prior to submi(cid:427)ng the
final order. Painted finishes shall be powder coated by, or under the supervision of the
manufacturer over a galvanized surface with a powder coat paint that is resistant to fading or
dulling with exposure to UV or other weather condi(cid:415)ons.

ITB 6902 TRAFFIC SIGNAL POLES March 2026
PRICE SHEET
Item # Qty Description Price
Traffic Signal Poles and mast arms per the descriptions for each item. Poles
should be uniformly tapered, galvanized with black powder coat paint with
minimum 10 year durability for gloss and color without fade, meeting TDOT &
AASHTO standards
1 1 Traffic signal pole, 20' fluted pole with 40' and 30' smooth curved mast arms, $____________
galvanized, black powder coated with base to match style of Hapco Palms, tenon
for decorative street lights per drawing
2 1 Traffic signal pole, 20' fluted pole with 40' smooth curved mast arm, and a plate $____________
for a future 30' mast arm, galvanized, black powder coated with base to match
Hapco Palms, tenon for decorative street lights per drawing
Total $____________
SPECIFY:
Manufacturer Proposed:
Delivery Timeframe:
COMPLETE AND RETURN THIS PRICE SHEET WITH YOUR BID PACKAGE
Vendor Name:_______________________________

JOHNSON YEAR SHEET NO.
CITY OF JOHNSON CITY
PUBLIC WORKS DEPARTMENT
Index Of Sheets
CITY 2023 1
PROJECT NO. ----
SHT. DESCRIPTION
CITY OF JOHNSON CITY
----
TYPE
1 ......... TITLE SHEET
2 ......... PRESENT LAYOUT
WASHINGTON COUNTY
3 ......... PROPOSED LAYOUT
4-7 ......... SIGNAL POLE DIAGRAMS
TENNESSEE
SIGNAL UPGRADE
S ROAN ST. AT E MAIN ST.
CONSTRUCTION PLAENS
V
A
W
E
I
V
W E I R
L A
B O
U R E
F
N
E
S S
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W
E
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PROJECT
E
R V
O A CHAMBER DR
A
N
A E E
S T N A K A V L M S T C I T S T
U A Y R T
A U G S S T G A B E
T A M R A A T D G
W
E
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E
A E
DENNIS 9
1
L R
R T D DR R . S ROAN ST. AT E MAIN ST. Y .
M S
T
N
B O O
E .
R D
S T
N G
S SIGNAL UPGRADE
N A I E S T M I L L S T K R S T
T A E
S E T
A A
M E W
WEST
O N T
M
G O
A
M
R
E R
K
Y
W
E
S
E
T
S
T
T
ST
F A I R
V I E W A V E W . A
W
D
E
A
S
M
T
S M S I T
W
L
E
L
S
A
T
R D
K I
S
N M c
T
C
G
L U R E
S T
S T
N .
C O M M
E R C E
S T
FOND
C
O IR E A S
E
T
A
L I
S
L
M
B N
T
R A A R R Y
M
K
W
A
A
E
Y C
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O L
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O
N I
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A L
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T
T
S T A T
D I
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O F F R A N K L
I N R D L E G I O N S T
R V
O I NO EXCLUSIONS
S S
WEST MAIN ST
DODGE ST W
I
N D
S T
I O
N
S T
E.
WALNUT ST
G R E MAPLE ST NO EQUATIONS
O N O
S T V
O I P E
WILSON AVE U T T S R
HAMILTON ST W H I T N
E Y S
H
B O O N E
S T N R D
C H E R R Y
S T
N U T S T S P
O U
T H R O
A N
D I
V I S I
E A
S T
S T
E
PINE S
H
T
E N R Y
S T
T A T E O F F R A N K L I S T U N I O N B U W F A F L A L O R I N G S T S T O N S T C L A I B O R N E T S
S T S
S T E A T
W A A S H E R N E S T U T S T
T
A CAMPBELL DR S S T
N
U T E G A
A P
L E
S T
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C H
E
C T
V E M A R R A C
E
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SPECIAL NOTES
THIS PROJECT TO BE CONSTRUCTED UNDER THE STANDARD SPECIFICATIONS OF THE
TENNESSEE DEPARTMENT OF TRANSPORTATION DATED JANUARY 1, 2021 AND ADDITIONAL
SPECIFICATIONS AND SPECIAL PROVISIONS CONTAINED IN THE CONTRACT
(SPECIFICATIONS AND BIDDING DOCUMENTS).
DESIGNED BY TRAFFIC DIVISION DESIGNER TYLER MORRIS, P.E.
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SEALED BY
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GI S XVI IN
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R R AGRICULTURE
S T A T E N O o CO F . M M 1 T 2 E E R 2 N C 1 E 7 N 7 E S S E E
12/8/2023
BOARD OF COMMISSIONERS MAYOR TODD FOWLER
VICE MAYOR AARON MURPHY
COMMISSIONER JENNY BROCK
COMMISSIONER JOHN HUNTER
COMMISSIONER JOE WISE
CITY STAFF MANAGEMENT
CATHY BALL, CITY MANAGER
JASON MILES, PUBLIC WORKS DIRECTOR
WALLACE MCCULLOCH, CITY ENGINEER
ANTHONY TODD, TRAFFIC ENGINEERING MANAGER
DARYL W. PERDUE, SURVEYOR

W.M.
W.V.
W.M.
W.M. W.M. W.M. W.V.
W.V.
W.V.
W.V.
W.V.
W.M.
W.M.
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UG
P
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P
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P
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SHEET
TYPE YEAR PROJECT NO.
t
NO.
S
CONST 2023 ---- 2
n
a
o
R REVISED ----
----
S
L.P.
L.P.
L.P.
E Main St.
L.P.
L.P.
SEALED BY
SCALE: 1"=20'
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JO
T H E N N N S E O S S N E E CITY
E
N
A
L
P
E
T
A
T S
N
T
3
8
D
A
N
2-2" F
EX. Signal Pole
EX. Signal Pole
EX. Pullbox 2-2"
1-2"
1-2"
EX. Pullbox
2-2"
2-3"
EX. Brightridge EX. Pullbox
Pullbox
2-3"
2-2" F
2-2"
EX. Pullbox
EX. Signal Cabinet EX. Signal Pole
1-2"
2-2"
EX. Signal Pole
EX. Pullbox
R A M
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Y TERED ENG R
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AGRICULTURE
S T A T E N O o CO F . M M 1 T 2 E E R 2 N C 1 E 7 N 7 E S S E E
12/8/2023
PUBLIC WORKS DEPARTMENT
TRAFFIC DIVISION
J(cid:50)H(cid:49)S(cid:50)(cid:49)(cid:3)(cid:38)ITY
TENNESSEE
ROAN ST AT MAIN ST
PRESENT LAYOUT

W.M.
W.V.
W.M.
W.M. W.M. W.M. W.V.
W.V.
W.V.
W.V. W.V.
W.M.
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W.M.
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SHEET
TYPE YEAR PROJECT NO.
NO.
.
t
S
REVISED ----
---- n
a
o
R
S
L.P.
L.P.
L.P.
E Main St.
Z
L.P. T L.P.
P
SEALED BY
W.V.
ROAN ST AT MAIN ST
PROPOSED LAYOUT
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SIGNAL PHASING DIAGRAM
LEFT TURN
SIGNAL HEADS
YIELD R R CONST 2023 ---- 3
ON FLASHING ONE WAY ONE WAY
SIGN A SIGN B SIGN C SIGN D SIGN E SIGN F
24"x30" R3-1 R3-2 R6-1L R6-1R W10-1
24"x24" 24"x24" 36"x12" 36"x12" 36"
JO
T H E N N N S E O S S N E E CITY NO
TO M4-5 TO M4-5 TO M4-5 SIGN J
24"x12" 24"x12" 24"x12" D3-1 TRUCK
60"x18" TURNS
L A N E 2 INTERS 6 TATE M1-1 2 INTERS 6 TATE M1-1 2 INTERS 6 TATE M1-1 SIGN K 2,4,6 5 SIGNAL POLE DATA PREEMPTION
P
D3-1
E 24"x24" 24"x24" 24"x24"
T
A 60"x18" SIGN L
S T POLE ID Type Type MAST ARM LENGTH
24"x30"
N
T
8 3 M6-1 M6-6 M6-3 P-1 Ped Pole, 11'
D
N A 21"x15" 21"x15" 21"x15" P-2 Ped Pole, 9'
P2,P4,P6 PREEMPT #1 PREEMPT #2 PREEMPT #3
SIGN G SIGN H SIGN I 02 05 A 40' PHASE 2,5 PHASE 4 PHASE 6
P-3 Mast Arm Pole
B 30'
P-4 Ped Pole, 11'
P-5 Ped Pole, 11'
40'
P1 P2
Proposed Ped Pole Proposed Ped Pole
Proposed 3-2"C
P3
Proposed Mast Arm Pole
ARM A
SIGN C
SIGN L
6 6
SIGN K
04 4
SIGN H SIGN A
A
SIGN I R
SIGN J
M
B
SIGN B
04
SIGN G 4
2 2 5
ARM A
P4
Proposed Ped Pole
EX. Signal Cabinet (Reuse)
Proposed 3-2"C
PEDESTRIAN PUSHBUTTON AND
P6
SIGN LOCATIONS
Proposed Mast Arm Pole
P5
P1
P2 Proposed Ped Pole
P4
PB
P4 P6 SIGN D PB P2 PB
PB SIGN E
P5 P4
TRAFFIC SIGNAL LEGEND
SIGN D
P2 SIGN F
SIGNAL POLE PUBLIC WORKS DEPARTMENT
PB
PAD MOUNTED CONTROLLER PB PB P6 J(cid:50)H(cid:49)S(cid:50)(cid:49)(cid:3)(cid:38)ITY TRAFFIC DIVISION
P4 TENNESSEE
SIGN E
VIDEO DETECTION AREA P4 PB
06
VIDEO DETECTION CAMERA
EMERGENCY VEHICLE DETECTOR
PULL BOX
SIGNAL HEAD WITH BACKPLATE
PTZ PTZ CAMERA
SCALE: 1"=20'
ARM
B
FUTURE
A
P-6 Mast Arm Pole
Future B 30'
SIGN L
SIGN K
SIGN L
R A M
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S T A T E N O o CO F . M M 1 T 2 E E R 2 N C 1 E 7 N 7 E S S E E
12/8/2023

16.7'
'61
'02
SHEET
TYPE YEAR PROJECT NO.
NO.
CONST 2023 ---- 4
REVISED 2-14-25: Light Fixture was
changed from AUCL3 to WFCL3.
TO
INTERSTATE
26
NO
TRUCK
TURNS
13'
18'
23'
ROADWAY
CURB
25'
27'
SEALED BY
31'
34'
40'
ROAN ST. AT MAIN ST.
POLE 3 ARM A
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LEGEND
12" ALUMINUM SIGNAL HEAD WITH
BACKPLATE (RIGID MOUNT)
VIDEO DETECTION CAMERA
STREET NAME SIGN RIGIDLY MOUNTED 60" X 18"
ARM A
PUBLIC WORKS DEPARTMENT
TRAFFIC DIVISION
J(cid:50)H(cid:49)S(cid:50)(cid:49)(cid:3)(cid:38)ITY
TENNESSEE
N.T.S
ARM
B
RIGIDLY MOUNTED SIGN 24" X 24"
SEE DETAIL
TENON MOUNT
NO
TRUCK RIGIDLY MOUNTED SIGN 24" X 30"
TURNS ARM A
TO RIGIDLY MOUNTED SIGN 24" X 12"
INTERSTATE
26 RIGIDLY MOUNTED SIGN 24" X 24"
RIGIDLY MOUNTED SIGN 21" X 15"
POLE 3
Note: Poles are to be fluted. Poles & arms are to be
black.
MATCH STYLE OF HAPCO
CLAMSHELL PALMS BASE
LIGHTING DETAILS
HOLOPHANE LUMINAIRE
Catalog Number: WFCL3 P60 40K MVOLT FC4 BK SK PR7 PCLL HSS
Series: (WFCL3) Utility Washington LED FCO R A M
E O
L R
Performance Package: (P60) P60 10,200 nominal lumens Y TERED ENG R
T
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GI S XVI I N
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I
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Color Temperature: (40K) 4000K CCT R R
AGRICULTURE
Voltage: (MVOLT) Auto-sensing voltage (120 thru 277) 50/60 HZ
H O o p u ti s c i s n : g ( F C C o 4 lo ) r T : y ( p B e K 4 ) B di l s a t c ri k bution full cutoff S T A T E N O o CO F . M M 1 T 2 E E R 2 N C 1 E 7 N 7 E S S E E
Finial: (SK) Spike finial 12/8/2023
Photocontrol Receptacle: (PR7) NEMA twistlock dimming photocontrol receptacle - 7 pin
Photocontrols: (PCLL) Long Life DTL Twistlock Photocontrol for Solid State, MVOLT
Optic Options: (HSS) Louvered house side shield
HOLOPHANE ARM/MOUNTING BRACKET
30"
Catalog Number: ASC 15IN 2A TN BK
15"
Center Series: (ASC) Albany cross arm
Finial
Height / Length: (15IN) 15IN
Number of Arms: (2A) 2 at 180 degrees
7.5"
Arm Connection: (TN) Tenon mount
Finish: (BK) Black
ASC 15IN 2A TN BK
"6-'3
1'-7"

ROADWAY
CURB
7.7'
'02
'61
SHEET
TYPE YEAR PROJECT NO.
NO.
CONST 2023 ---- 5
TO
NO
INTERSTATE TRUCK
26
TURNS
9'
14.5'
18'
20'
21.5'
23.5'
SEALED BY
26'
30'
ROAN ST. AT MAIN ST.
POLE 3 ARM B
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LEGEND
12" ALUMINUM SIGNAL HEAD WITH
BACKPLATE (RIGID MOUNT)
VIDEO DETECTION CAMERA
OPTICAL SENSOR, ONE DIRECTION
TO RIGIDLY MOUNTED SIGN 24" X 12"
INTERSTATE
26 RIGIDLY MOUNTED SIGN 24" X 24"
RIGIDLY MOUNTED SIGN 21" X 15"
STREET NAME SIGN RIGIDLY MOUNTED 60" X 18"
ARM B
POLE 3
PUBLIC WORKS DEPARTMENT
TRAFFIC DIVISION
J(cid:50)H(cid:49)S(cid:50)(cid:49)(cid:3)(cid:38)ITY
TENNESSEE
N.T.S
A
MRA
OPTICAL SENSOR, ONE DIRECTION
SEE DETAIL
TENON MOUNT
ARM B
NO
TRUCK
RIGIDLY MOUNTED SIGN 24" X 30"
TURNS
Note: Poles are to be fluted. Poles & arms are to be
black.
LIGHTING DETAILS
HOLOPHANE LUMINAIRE
Catalog Number: WFCL3 P60 40K MVOLT FC4 BK SK PR7 PCLL HSS
Series: (WFCL3) Utility Washington LED FCO R A M
E O
L R
Performance Package: (P60) P60 10,200 nominal lumens Y TERED ENG R
T
E
GI S XVI I N
E
E
I
S
Color Temperature: (40K) 4000K CCT R R
AGRICULTURE
Voltage: (MVOLT) Auto-sensing voltage (120 thru 277) 50/60 HZ
H O o p u ti s c i s n : g ( F C C o 4 lo ) r T : y ( p B e K 4 ) B di l s a t c ri k bution full cutoff S T A T E N O o CO F . M M 1 T 2 E E R 2 N C 1 E 7 N 7 E S S E E
Finial: (SK) Spike finial 12/8/2023
Photocontrol Receptacle: (PR7) NEMA twistlock dimming photocontrol receptacle - 7 pin
Photocontrols: (PCLL) Long Life DTL Twistlock Photocontrol for Solid State, MVOLT
Optic Options: (HSS) Louvered house side shield
HOLOPHANE ARM/MOUNTING BRACKET
30"
Catalog Number: ASC 15IN 2A TN BK
15"
Center Series: (ASC) Albany cross arm
Finial
Height / Length: (15IN) 15IN
Number of Arms: (2A) 2 at 180 degrees
7.5"
Arm Connection: (TN) Tenon mount
Finish: (BK) Black
ASC 15IN 2A TN BK
"6-'3
REVISED 2-14-25: Light Fixture was
changed from AUCL3 to WFCL3.
1'-7"