HomeMy WebLinkAboutT-436707T
LUMINAIRE ARM LENGTH 'B' —
O (4) 3/8'-16 NC BUTTON--v -
HEAD CAP SCREW
I.
-41
3' SCH. 4D
T � __= ��
7/16' DIAMETER
(4) HOLES D RINGS
3' D.D.
5 1/4'
3' 1. D.
7/8' DIA, HALE
4' x 6 1/2'
DH❑LE
{ COVER fL
— 5 1/4' BC
3/4' DIAM, HOLE
DETACHABLE LUMINAIRE DAVIT TOP DETAIL
TRAFFIC SIGNAL POLE CHART
M�
Z3/— _—.16 NC TAP-�
(2) HOLES
9C° FROM TOP
r
1
E — 3/8' — 15 NC TAP (2) HOLES
LUMINAIRE ARM E❑NNECTI❑N DETAIL_ 450FROM TOP
2° SCH 40 PIPE------ -_ 3a_6•
3' SCH: 40 PIPE
SEE LUMINAIRE ARM
CONNECTION DETAIL. 1 '•
I
YAD10
it
/GAz DAV-11 i TLIF IFTAIL
4' X 6 1/2' HAND HOLF WITH
1/2 X 13 NC TAPPET] HOLE IN E�iP�
�
L� ��....
1/4' X 2' RIM FOR GR❑UNDING
t: I T
TRAFFIC
DIRECTIC
f�
cu
2' DIAMETER
(ANCHOR BOLTS 1 3/4' X 60' X 6'�
'N' CIRCLE BOLT
BASE PLATE DETAIL.
: FOLE
POLE
STATION
OFFSET
LUMINAIRE
SIGNAL ARM FOUNDATION'
N❑,
TYPE
I
A
B
C
D
E F� C' D' E' EVPE ELEVATI❑N
0,5'
11'
-- 34' - - - -
1
Y
3+460
39' LT
35'
12
2
z
--3+488
3+489
38'
42'
LT
RT
35'
12'
10'
8'
-
45'
510
8,.
8'
3'
3
35'
12' 0,5'
11'
-
37'
-
-
-
2,5'
4
Z
3+463
47'
RT
35'
12,
19,5'
8`
-
45,
3�
11�
8'
--
�
POLE SIZE
SIGNAL ARM
SIGNAL
ARM CONNECTION
T
BOLT CIRCLEPOLL
TYPE
❑,D.
GAUGE; F
G
H
J K L
M ! N
x
BX10-3/4
7 F<30'
7
10,5
11 1-8NC ' 1PL
1,75 PL' 16,50u _---
-
-- --
Y
-3/8 C12 -3/8
3 j 30'{F 9:
C
12
12 1,25-7NC 1,25
1,50 PL 1 ,5Q••
Z
10---3/4XI3-1/2
SPECIAL DESIGN
3 `{F{50'
TO BE SUBMITTED
(w)
15
15 L, 30 X 6NC 1,75
2 PL 1��
REVIEW
SD
TO
KING COUNTY FOR
(AESMALL END 3 GAUGE FOR 30',
BASE END 0 GAUGE FOR REMAINING LENGTH,)
FIELD BOOK: 1626 & 1628
SURVEYED: GAM M ELL
SURVEY` BASE MAP: S.B. GROSS
DESIGN ENTERED: A.TSE
DESIGNED A.TSE
1-94
5 94
4 2000
4/2oo0
CHECKED: L.MOTT
SUPERVISOR: N.P0SEY
4/2000
.�+�.. . r e
4/Z000...
DATE
REVISION
BY DATE
IF
i,25- WELDLD COUPLING
2' WELDED TENON
REMOVABLE STEEL_ CAP
SIGNAL ARM GAUGE �G'7
PRESSED STEEL CUP CAP
PULE SPECIEICAT:I❑NS
1, MATERIAL
BASE P FLANGES ASTM A-283 GR� D STEEL
SHAFT+ 3 GA ASTM A---283 GR, D STEEL
7 GA ASTM A-5710 GR: C STEEL
PIPE; ASTM A-120
ANCHOR B❑LT= ASTM A-307
2, WELD! (ALL BUTT WELDS TO BE CR❑UND
FLUSH u1ITH BASE METAL)
LONGITUDINAL: BUTT WELD BY SUBMERGED
ARC PROCESS DR ELECTRICAL
RESISTANCE METHHD,
CIRCUMF-ERENTIAL BUTT WELD WITH PERMANENT
BACK UP RING,
3, FINISH: HOT DIP EALVANIZED
4, SEE NOTE ON PLAN F❑R LUMINAIRE
DAVIT TOP RE OUIREMENTS,
CONTRACTOR SHALL SUPPLY
SIGNAL POLES, ANCHOR
BOLTS, AND THREADED PIPE
FOR HEAD MOUNTS, AND
INSTALL ALL MATERIALS.
FED. AID No.
PROJECT No. 400593
SURVEY No. 28-23-05-27
MAINTENANCE DIVISION No. 4
I3r
3/16....
I�
t
�i
:3/ 16` F CONE------� 1
1/P' ADAPTER llY
1/2' DIA, HOLE
1/4'
4 ARM FLANGE
I
uARM FLANGE —
v---_.
------
TAP ON
i
POLE FLANGE
(4)
;
NOTE: FOR PULES WITHOUT
f
LUMINAIRE DAVIT TOPS
t
i
PQLE. FLANGE --a'�•__
ARM TiJHE
I'50"
I
"--REAMED, SMOOTH
.25 2' DIAM, PIPE WITH
TAPERED THREADS
2' X—HVY NG
W/ TAPERED THREADS
SIGNAL ARM COUPLING
WA Syi WAS,y A
cl�
21532 26163
�CISTZ�.GISf�tR'
1i "S/QNAL ' .,n� I0NAL
EXPIRES 3/9/02 1EXPIRES 8/ 16/OO
COUNTY ROAD ENGINEER
4
2' 900 ELBOW, 5' r-"DIGS
WIRING TUBE, GROUND
ALL SHARF EDGES
1/4' P TOP, SIDE
AND BOTTOM
SAND HOLE DIN BACK Or POLE
L4
i
i
SEA. BASF" P'_A,r[: .,IL
CONTINUOUS
TAPER
SEE LUMINAIRE
DAVIT TOP
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v BEFORE YOU DIG
---500-424-5555
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
KING COUNTY DEPT. OF TRANSPORTATION
PAUL TOLIVER, DIRECTOR
116TH AVENUE S.E. - PHASE If
SOUTHEAST 168TH STREET
TRAFFIC SIGNALIZATION DETAILS
SHEET
23
OF
28
SHEETS
310-30(23)
H�',� f l!:�.,11 ?NSF 1 f=i -�5
T-436707