HomeMy WebLinkAboutT-269061J_
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L
Q
SIGN
INSTALLATION
SPECIFICATIONS
SIGN
NO.
SIGN
CODE
SIGN
DESCRIPTION
STA LOC.
or MP
SIGN SIZE
SHEETING
TYPE
LETTER SIZE
ORCODE
POST
MATERIAL
POST
SIZE
POST LENGTH
CLEARANCE
REMARKS
X
Y
H1
H2
H3
H4
V
W
88
33-301
TALBOT RD S
E4051209 +40 RT
7'9'—
16"
II
STANDARD
STEEL
2.5 "SO 4
9.1'
9.9
7'
1 12.0'
MOUNT PER STD. PLAN G-8F
89
33 -301
LIND AVENUE SW
E405 1172 +70 OH
T 0"
16,
STANDARD
BR MOUNT
MOUNT PER BMS14
89A
W4-2L
PAVEMENT WIDTH TRANSITION LT
SB 44M OKRAAM4+ 0 LT
48"
48"
III or N
STANDARD
STEEL
4" SO
13.9
7'
14.8'
MOUNT PER STD. PLAN G-8a & G-8d
89B
W4-1R
MERGING FROM RIGHT
E405 1179 +50 LT
48"
48"
III or N
STANDARD
STEEL
4" SQ
11.3'
7'
15'
MOUNT PER STD. PLAN G-8a & G-8d
90
E1 -1
° ewrx * "xroaw�euflww., x�
E405 1172 +70 OH
17-6"
14' 0"
'
CODE E
BR MOUNT
#
SEE EMS SHEETS
91
D10-1
MILE 2
14051169 +90 LT
12"
24"
II
STANDARD
STEEL
2" SO
10.9
4'
12'
IMOUNT PER STD. PLAN G-7
92
R3 -1102L
E4051172 +70 CL
54"
610.1
111 or N
STANDARD
BR MOUNT
T
MOUNT ON BRIDGE PIER FACING EAST PER SND6
92A
M3 -3
SOUTH
1105 1164 +09 RT
1 30"
15"
II
STANDARD
LUM POLE
11'
MOUNT PER STD. PLAN G-9b
92B
M1 -1
INTERSTATE 405
1105 1164 +09 RT
45"
36"
II
STANDARD
LUM POLE
7'
MOUNT PER STD. PLAN G-9b BELOW SIGN 92A
93
SEE REMOVAL SPECS
94
NOT USED
94A
E4-301
1405 1160 +00 OH
14' 0"
13-0"
'
CODE E
SIGN BR
#
SEE MS SHEETS AND CONSTRUCTION NOTE F
94B
R3-902
m
�SEE
905 1160 +00 OH
190"
9' 0"
III or N
STANDARD
SIGN BR
#
SEE MS SHEETS
95
REMOVAL SPECS
96
R2-1(60)
SPEED LIMIT 60
9051154 +60 RT
48"
1 60"
III or N
STANDARD
SIGN BR
9
MOUNT ON SIGN BRIDGE POLE, PER STANDARD PLAN G -9b
96A
R2-1(60)
SPEED LIMIT 60
9051154 +45 LT
48"
60"
III or N
STANDARD
STEEL
I 4" dia.
11.3'
9'
1 12'
MOUNT ON BARRIER PER SND4
97
SEE RELOCATION SPECS
98A
VMS
VMS
905 1149+90 OH
25'0"
7' 0"
SIGN SR
#
REFER TO ITS PLANS AND MS SHEETS
98B
R3 -1402
.„,°,s,„..„x,,,,,,�,w,x
9051149+90 OH
10'0"
9' 0"
III or N
STANDARD
SIGN SR
#
SEE MS SHEETS
98C
135101 MOD
FLASHING( TRAFFIC ADVISOR
905 1149 +90 OH
15'0"
7' 0"
II
STANDARD
SIGN SR
#
SEE MS SHEETS
99
17-401
FIRE HYDRANT MARKER
905 1144 +30 LT
24"
30"
II
STANDARD
STEEL
4" dia.
6.5'
T
MOUNT ON BARRIER PER SND4 FACING SOUTH
100
NOT USED
100A
NOT USED
100E
E4-501(MOD)
wA .
9051132 +50 OH
15' 6"
16-0"
—
CODE E
CANT
#
SEEMS SHEETS
101
17 -401
FIRE HYDRANT MARKER
905 1132 +00 LT
24"
1 30"
II
STANDARD
I STEEL
4" dia.
6.5'
T
MOUNT ON BARRIER PER SND4
102
E6-101
ewn.vax�e �a�awm.lnawwwvu —
E4051117 +10 OH
1T 6"
12'a,
CODE E
CANT
20'
MOUNT ON EXISTING CANTILEVER SUPPORT
103
NOT USED
104
NOT USED
CONSTRUCTION NOTES:
A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION
B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008
C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL.
D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL
E) REFER TO SHEETS TS1 AND ITD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES
F) FOR ARTWORK CALL: STEVE RAYAT SOUND TRANSIT (206) 298 -5349 AND DON SKINNER AT AMTRAK (202) 906 -2254 TEN BUSINESS DAYS BEFORE SIGN FABRICATION
' TYPE III OR N FOR BACKGROUNDS AND TYPE VIII OR D( FOR BORDER AND LEGENDS
" TYPE II FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS
TYPE IV FOR BACKGROUND AND TYPE VIII OR X FOR BORDER AND LEGENDS
# NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND EMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS.
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