HomeMy WebLinkAboutT-26905DJ_
m
r
Q
AA
SIGN
INSTALLATION
SPECIFICATIONS
SIGN
NO.
SIGN
CODE
SIGN
DESCRIPTION
STA LOC.
or MP
SIGN SIZE
SHEETING
TYPE
LETTER SIZE
OR CODE
POST
MATERIAL
POST
SIZE
POST LENGTH
CLEARANCE
REMARKS
X
Y
H1
H2
H3
H4
V
W
NORTHBOUND TRAFFIC
1
W4 -2L
PAVEMENT WIDTH TRANSITION LT
MBS- 052012 +26 RT
48"
48"
III or N
STANDARD
LUM POLE
T
MOUNT PER STD.
PLAN G9b
2
NOT USED
3
R3 -1102L
ESes 052015 «5B W
54"
6' -0"
III or N
STANDARD
STEEL
4" dia.
11.9'
7'
13'
MOUNT PER STD.
PLAN G8a & GSe
4
R3- 1402
,. „,,,,,,,�,,,,,,,,,,,,,,�.,,®
Mi NW52015 +70 OH
10'
9
III or N
STANDARD
BR MOUNT
#
SEE BMS SHEETS
5
E1 -1
M8 NB 2015 +70 OH
17'6”
14'U'
A
CODE E
BR MOUNT
#
SEE BMS SHEETS
6
USED
1
8
E12 -201
TP -E405 4085 +57 LT
36"
24"
III or N
STANDARD
STEEL
2.5 "SQ 4
12.9'
8.5'
14'
MOUNT PER STD.
PLAN G8f
8A
R5 -1002
TP -E405 4085 +57 LT
18"
18"
III or N
STANDARD
T
14'
MOUNT PER STD.
PLAN GBf BELOW SIGN 8
RRNK
F
6 7
P f
9
120 -201
TP -E405 4085 +55 RT
36"
48'
II
STANDARD
STEEL
25"SO(SB)
12.0'
8'
MOUNT PER STD.
PLAN G
10
120 -203
TP -E405 4085 +55 RT
36"
12"
II
STANDARD
MOUNT PER STD.
PLAN G8 BELOW SIGN 9
12
SEE RELOCATION SPECS
13
M3-1
NORTH
E4051095 +76 RT
30"
15"
II
STANDARD
LUM POLE
MOUNT PER STD.
PLAN G9b
14
M1 -1
INTERSTATE 405
E4051095 +76 RT
45"
36"
II
STANDARD
LUM POLE
MOUNT PER STD.
PLAN G9b BELOW SIGN NO. 13
14A
E4 -501
E405 1096 +50 OH
16' 6"
14-6-
"'
CODE E
CANT
fT
SEE MS SHEETS
14B
R3701
RIGHT LANE MUST EXIT
E4051098 +36 RT
48"
48"
III or N
STANDARD
LUM POLE
MOUNT PER STD .
PLAN G9b
15
D3-301
CHRISTENSEN RD
E405 1104 +00 OH
8' 6"
16"
`
STANDARD
BR MOUNT
MOUNT PER BMS14
15A
E1 -1
.m..Enn,V,a .ne,TOnnuauRN,wu:
E4061104 +00 OH
11'6"
14'0"
CODEE
BR MOUNT
SEE BMS SHEETS
15B
D9 -2
SYMBOL - HOSPITAL
E4051104 +00 OH
30"
39,
`
STANDARD
STEEL
MOUNT ABOVE SIGN NO. I5A PER SND5
16
E4-501(MOD)
. .
E405 1104 +00 OH
17'9'
14' 6"
"`
CODE E
BR MOUNT
#
SEE BMS SHEETS
17
NOT USED
18
NOT USED
19
W3-3
SIGNAL AHEAD SYMBOL
E405 1107 +40 RT
48"
48"
III or N
STANDARD
LUM POLE
T
MOUNT PER STD.
PLAN G9b
20
E5-1 MOD
ENTGORE WL" EyTNUWER AN° ARROW
NB405-SR1 81 11+45 LT
5-6"
7' 0"
II
STANDARD
STEEL
8" SQ
14.0'
T
13.5
MOUNT PER STD.
PLAN G8a & G8d
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 RAY AT 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 IX FOR BORDER AND LEGENDS
" TYPE II FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS
TYPE N FOR BACKGROUND AND TYPE VIII OR IX FOR BORDER AND LEGENDS
# NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND BMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS.
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