HomeMy WebLinkAboutT-26925Di
O
s
0
8EE POIE TOP DETAIL AND
CAMERA POLE DATA TADLE
I
`i•d I 1'-0'
I
CAMERA POLE
TABLE
I
I
I
LNdEM HEIGHT
ROUND OR
NOTES:
4.F ENW, DOLT CIRCLE
SIGNALS WRH INTERIM REVISIONS 2002 AND 2003.
1.
(GEE t�M1ERA
BDLT ROLE Dl4T
BEE
MULMSIDED
POLE
BATN
LONER
I
I
CN2EM
POLE
SHALL BE PE
ELAN (AC D
OFFSET
12611
EOLWLLY43PACE0 SUOTS
SG'TO ROPDWAY -�.
TOP DA.
///,--SEE
SQUARE
CAMERA POLE
TABLE
1M V °
Y' RNE.WLE. _._._._. .-
UPPER HANDHOE
6826'x 7 3]C
FRPME WCOVER
POLE TOP DETAIL
CAMERA POLE DATA
POLE TOP PLATE
GROUND ANGLE S6 Fi
FRANE
MHOWLE
APART
MD)
USE TXK+ 1118 1.00.
NEE THIS 1N8
WNW `c. a i al 115
POLE BASE DETAIL
CONDUCTOR ATTACHMENT DETAIL
CONDUCTOR ATTACHMENTS DETAILS
MAY VARY PER MANUFACTURER
DESIGN CRITERIA:
ROUND OR
NOTES:
4.F ENW, DOLT CIRCLE
SIGNALS WRH INTERIM REVISIONS 2002 AND 2003.
1.
a
VERIFY POLE TOP CAMERA PLATE, CAMERA MOUNT PLATE, BOLT 1
BDLT ROLE Dl4T
BEE
MULMSIDED
POLE BASE
FOR CANEPA MOUNT WRH
POLE DEFLECTION SHALL NEITHER EXCEED O.T IN 30 MPH WIND
NOR 1.4" IN ]O MPH WIND. 2.
1300' MA POLE TOP PLATE
MIL�j
STATION
SHALL BE STAINLESS OR BRASS.
OFFSET
12611
EOLWLLY43PACE0 SUOTS
TOP DA.
BOLT
SQUARE
BOLT
HOLE
r
(8EE GENERAL W0 1 AND 3)
NO.
LINE
STATION
(�
LTIRT
HEIGHT
"PL "(FT)
•'PT•
DIA.
ANCHOR HOOT CIRCLE
CIRCLE
°T
state
Washington state
Department of Transportation
AND 3R 515 INTERCHANGE
qg3
CAMERA POLE S FOUNDATION DETAILS 1 OF 2
G29
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t.]5 DIA CENTER MOLE
(8EE TABLE FOR DIA)
(IN)
(IN)
(IN)
(IM
(IN)
1
4�-_
SIN ROTX PIATE$L
E405
1209M1.80
133.43
RT
5
I
10.00
1.25
2500
25.50
2
405vW0304
TS-0W
E405
1223+98.3
101.3
RT
SO
10W
1.25
MOO
2550
BETW
au
406vwo 5
T341O4
SE400
9245 +23
55
TADL)
S1BEE
iA
1.25
MOB
GROUND ANGLE
ti
4
406vc00394
TS -0-015
(SEE
1252N
41.]
MOUNT PLATE
14 -14 NO TNTEO
\ _ /
1.25
25.00
25.50
!OU - SEF GFNERA4 MpIE 1)
515WOOBt9
TSAD2
TSS
+21.51
70.89
r HEAVY WI LED
NO
BEE CONDOCTOR
1.25
25.00
PIPE. T .3ER �
n
ATTACHMENT DETAL
KAWHOLE
1M V °
Y' RNE.WLE. _._._._. .-
UPPER HANDHOE
6826'x 7 3]C
FRPME WCOVER
POLE TOP DETAIL
CAMERA POLE DATA
POLE TOP PLATE
GROUND ANGLE S6 Fi
FRANE
MHOWLE
APART
MD)
USE TXK+ 1118 1.00.
NEE THIS 1N8
WNW `c. a i al 115
POLE BASE DETAIL
CONDUCTOR ATTACHMENT DETAIL
CONDUCTOR ATTACHMENTS DETAILS
MAY VARY PER MANUFACTURER
J."( x
DES ON
TASK LED
P6z
WILL
UP FLATS
J -HOOK FOR WIRING
DESIGN CRITERIA:
2001 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES. AND TRAFFIC GENERAL
NOTES:
SIGNALS WRH INTERIM REVISIONS 2002 AND 2003.
1.
a
VERIFY POLE TOP CAMERA PLATE, CAMERA MOUNT PLATE, BOLT 1
POLE TUBE
ANCHOR
POLE BASE
POLE DEFLECTION SHALL NEITHER EXCEED O.T IN 30 MPH WIND
NOR 1.4" IN ]O MPH WIND. 2.
CCTV
SHEET
STATION
SHALL BE STAINLESS OR BRASS.
OFFSET
9) CAMERA- EFFECTIVE PROJECT AREA =4.00 30. FT. 0 7-0"
MOVE DIA. . 9.
2)DISH- 1'A'DIA. POLE TOP LEVEL,
POLE
TOP DA.
BOLT
SQUARE
BOLT
HOLE
r
N0.
NO.
LINE
STATION
(�
LTIRT
HEIGHT
"PL "(FT)
•'PT•
DIA.
°S"
CIRCLE
°T
state
Washington state
Department of Transportation
AND 3R 515 INTERCHANGE
qg3
CAMERA POLE S FOUNDATION DETAILS 1 OF 2
G29
•�'�+�•
(IN)
(IN)
(IN)
(IM
(IN)
1
405vc002TT
TS-0-02
E405
1209M1.80
133.43
RT
5
I
10.00
1.25
2500
25.50
2
405vW0304
TS-0W
E405
1223+98.3
101.3
RT
SO
10W
1.25
MOO
2550
3
406vwo 5
T341O4
SE400
9245 +23
55
1000
1.25
MOB
25.50
ti
4
406vc00394
TS -0-015
30405
1252N
41.]
LT
4G
9.00
1.25
25.00
25.50
5
515WOOBt9
TSAD2
TSS
+21.51
70.89
LT
NO
10.00
1.25
25.00
2515
J."( x
DES ON
TASK LED
P6z
WILL
UP FLATS
J -HOOK FOR WIRING
DESIGN CRITERIA:
2001 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES. AND TRAFFIC GENERAL
NOTES:
SIGNALS WRH INTERIM REVISIONS 2002 AND 2003.
1.
a
VERIFY POLE TOP CAMERA PLATE, CAMERA MOUNT PLATE, BOLT 1
WIND VELOCITY:
5 MPH
REQUIRED
CIRCLE, AND BOLT HOUSE POLES FOR MANUFACTURING.
CAMERA PRIOR TO R0.EASING POLES FOR MANUFACTURING. 1
POLE DEFLECTION SHALL NEITHER EXCEED O.T IN 30 MPH WIND
NOR 1.4" IN ]O MPH WIND. 2.
STEEL SHALL BE ASTIE NEZED AFTER FABRICATION PER ASTM
A923 AND A953. FASTENERS LESS THAN 0.50° IN DIAMETER
LOCOING:
SHALL BE STAINLESS OR BRASS.
9) CAMERA- EFFECTIVE PROJECT AREA =4.00 30. FT. 0 7-0"
MOVE DIA. . 9.
2)DISH- 1'A'DIA. POLE TOP LEVEL,
ATTACH STAINLESS STEEL BOLTS WITH USING
EIGHT (8) STAINLESS
4 EEL STAINLESS STEELSOUS WITHEIGHT(TSTAINLESS
STEEL WASHERS AND FOUR (4) LOCK -NUTS WITH NriON INSERTS.
20
Alft
I406
r
1.6 TO SR 199
TSD -6-13
STAGE 2 -WIDENING
state
Washington state
Department of Transportation
AND 3R 515 INTERCHANGE
qg3
CAMERA POLE S FOUNDATION DETAILS 1 OF 2
G29
•�'�+�•